1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1953 *********************************************************************** EG1953 DESIGNATION - 45 V 190 RESET EG1953 PID - EG1953 EG1953 STATE/COUNTY- MS/LEE EG1953 USGS QUAD - SHERMAN (1980) EG1953 EG1953 *CURRENT SURVEY CONTROL EG1953 ___________________________________________________________________ EG1953* NAD 83(1986)- 34 15 30. (N) 088 45 52. (W) SCALED EG1953* NAVD 88 - 106.02 (meters) 347.8 (feet) RESET EG1953 ___________________________________________________________________ EG1953 GEOID HEIGHT- -27.43 (meters) GEOID99 EG1953 DYNAMIC HT - 105.91 (meters) 347.5 (feet) COMP EG1953 MODELED GRAV- 979,637.0 (mgal) NAVD 88 EG1953 EG1953 VERT ORDER - THIRD EG1953 EG1953.This mark is at C D Lemons Municipal Airport (TUP) EG1953 EG1953.The horizontal coordinates were scaled from a topographic map and have EG1953.an estimated accuracy of +/- 6 seconds. EG1953 EG1953.The orthometric height was computed from unverified reset data. EG1953 EG1953.The geoid height was determined by GEOID99. EG1953 EG1953.The dynamic height is computed by dividing the NAVD 88 EG1953.geopotential number by the normal gravity value computed on the EG1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1953.degrees latitude (g = 980.6199 gals.). EG1953 EG1953.The modeled gravity was interpolated from observed gravity values. EG1953 EG1953; North East Units Estimated Accuracy EG1953;SPC MS E - 527,600. 306,350. MT (+/- 180 meters Scaled) EG1953 EG1953 SUPERSEDED SURVEY CONTROL EG1953 EG1953.No superseded survey control is available for this station. EG1953 EG1953_MARKER: DB = BENCH MARK DISK EG1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1953_STAMPING: 45V 190 RESET 1971 EG1953_MARK LOGO: MSHD EG1953_MAGNETIC: N = NO MAGNETIC MATERIAL EG1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1953+STABILITY: SURFACE MOTION EG1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1953+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1985 EG1953 EG1953 HISTORY - Date Condition Report By EG1953 HISTORY - 1971 MONUMENTED MSHD EG1953 HISTORY - 19850403 GOOD MSHD EG1953 EG1953 STATION DESCRIPTION EG1953 EG1953'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985 EG1953'0.4 MILE WEST ALONG MAIN STREET (STATE HIGHWAY 6) FROM THE POST OFFICE EG1953'IN TUPELO, TO THE INTERSECTION OF US HIGHWAY 45, CONTINUE WEST ALONG EG1953'STATE HIGHWAY 6 FOR 1.3 MILES TO THE INTERSECTION OF LUMPKIN AVENUE, EG1953'TURN RIGHT AND CONTINUE NORTH ALONG LUMPKIN AVENUE FOR 0.65 MILE TO EG1953'THE INTERSECTION OF JACKSON STREET, TURN LEFT AND WEST ALONG JACKSON EG1953'STREET FOR 1.8 MILES THE ENTRANCE TO TUPELO AIRPORT DRIVE ON LEFT, EG1953'TURN LEFT AND CONTINUE SOUTH ALONG ENTRANCE DRIVE FOR 0.2 MILE TO EG1953'BEACON TOWER AND MARK, 98.0 FEET NORTHEAST OF NORTHEAST CORNER OF EG1953'TERMINAL BUILDING, 4.0 FEET WEST OF THE PROJECTED CENTER OF AIRPORT EG1953'ENTRANCE DRIVE, 108.5 FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, EG1953'76.0 FEET NORTHWEST OF A POLE WITH LAMP, AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2773 *********************************************************************** AI2773 DESIGNATION - BALDWYN 2 AZ MK AI2773 PID - AI2773 AI2773 STATE/COUNTY- MS/LEE AI2773 USGS QUAD - BALDWYN (1973) AI2773 AI2773 *CURRENT SURVEY CONTROL AI2773 ___________________________________________________________________ AI2773* NAD 83(1986)- 34 30 01. (N) 088 38 28. (W) SCALED AI2773* NAVD 88 - 121.52 (meters) 398.7 (feet) RESET AI2773 ___________________________________________________________________ AI2773 GEOID HEIGHT- -27.35 (meters) GEOID99 AI2773 AI2773 VERT ORDER - THIRD AI2773 AI2773.The horizontal coordinates were scaled from a topographic map and have AI2773.an estimated accuracy of +/- 6 seconds. AI2773 AI2773.The orthometric height was computed from unverified reset data. AI2773.No vertical observational check was made to the station. AI2773 AI2773.The geoid height was determined by GEOID99. AI2773 AI2773; North East Units Estimated Accuracy AI2773;SPC MS E - 554,460. 317,650. MT (+/- 180 meters Scaled) AI2773 AI2773 SUPERSEDED SURVEY CONTROL AI2773 AI2773.No superseded survey control is available for this station. AI2773 AI2773_MARKER: DZ = AZIMUTH MARK DISK AI2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2773_STAMPING: BALDWYN 2 1959 1980 AI2773_MARK LOGO: NGS AI2773_MAGNETIC: N = NO MAGNETIC MATERIAL AI2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2773+STABILITY: SURFACE MOTION AI2773 AI2773 HISTORY - Date Condition Report By AI2773 HISTORY - 1980 MONUMENTED NGS AI2773 AI2773 STATION DESCRIPTION AI2773 AI2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) AI2773'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED BALDWYN 2 1959 1980 SET AI2773'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 46.0 FT AI2773'(14.0 M) WEST OF THE CENTER OF HIGHWAY 45, 23.0 FT (7.0 M) SOUTH OF AI2773'THE CENTER OF HOSPITAL ENTRANCE ROAD, 6.8 FT (2.1 M) EAST SOUTH EAST AI2773'OF THE CONCRETE BASE OF METAL STREET LIGHT POLE, 7.0 FT (2.1 M) SOUTH AI2773'OF SOUTH CURB OF ENTRANCE ROAD AND 2.7 FT (0.8 M) NORTHWEST OF A POWER AI2773'POLE. TO REACH AZIMUTH MARK FROM BALDWYN 2, GO SOUTH ON US HIGHWAY 45 AI2773'FOR 0.25 MI (0.40 KM) TO ENTRANCE TO HOSPITAL AND MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1290 *********************************************************************** EG1290 DESIGNATION - BALDWYN 2 RESET EG1290 PID - EG1290 EG1290 STATE/COUNTY- MS/LEE EG1290 USGS QUAD - BALDWYN (1973) EG1290 EG1290 *CURRENT SURVEY CONTROL EG1290 ___________________________________________________________________ EG1290* NAD 83(1993)- 34 30 10.87021(N) 088 38 20.12723(W) ADJUSTED EG1290* NAVD 88 - 121.611 (meters) 398.99 (feet) ADJUSTED EG1290 ___________________________________________________________________ EG1290 LAPLACE CORR- -0.85 (seconds) DEFLEC99 EG1290 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1290 DYNAMIC HT - 121.491 (meters) 398.59 (feet) COMP EG1290 MODELED GRAV- 979,653.9 (mgal) NAVD 88 EG1290 EG1290 HORZ ORDER - THIRD EG1290 VERT ORDER - FIRST CLASS II EG1290 EG1290.The horizontal coordinates were established by classical geodetic methods EG1290.and adjusted by the National Geodetic Survey in May 1994. EG1290.No horizontal observational check was made to the station. EG1290 EG1290.The orthometric height was determined by differential leveling EG1290.and adjusted by the National Geodetic Survey in June 1991. EG1290 EG1290.The Laplace correction was computed from DEFLEC99 derived deflections. EG1290 EG1290.The geoid height was determined by GEOID99. EG1290 EG1290.The dynamic height is computed by dividing the NAVD 88 EG1290.geopotential number by the normal gravity value computed on the EG1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1290.degrees latitude (g = 980.6199 gals.). EG1290 EG1290.The modeled gravity was interpolated from observed gravity values. EG1290 EG1290; North East Units Scale Converg. EG1290;SPC MS E - 554,759.998 317,853.004 MT 0.99995393 +0 06 36.4 EG1290;UTM 16 - 3,819,151.232 349,539.448 MT 0.99987904 -0 55 42.8 EG1290 EG1290|---------------------------------------------------------------------| EG1290| PID Reference Object Distance Geod. Az | EG1290| dddmmss.s | EG1290| EG0583 BALDWYN RM 1 20.290 METERS 06040 | EG1290| EG0581 BALDWYN RM 3 14.511 METERS 23649 | EG1290| EG1624 BALDWYN 5.007 METERS 32036 | EG1290|---------------------------------------------------------------------| EG1290 EG1290 SUPERSEDED SURVEY CONTROL EG1290 EG1290 NAD 83(1993)- 34 30 10.87377(N) 088 38 20.13114(W) AD( ) 3 EG1290 NAD 83(1986)- 34 30 10.87810(N) 088 38 20.12584(W) AD( ) 3 EG1290 NAD 27 - 34 30 10.52000(N) 088 38 19.92800(W) AD( ) 3 EG1290 NGVD 29 - 121.46 (m) 398.5 (f) RESET 3 EG1290 EG1290.Superseded values are not recommended for survey control. EG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1290.See file dsdata.txt to determine how the superseded data were derived. EG1290 EG1290_MARKER: DS = TRIANGULATION STATION DISK EG1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1290_STAMPING: BALDWYN 2 1959 1980 EG1290_MARK LOGO: NGS EG1290_PROJECTION: FLUSH EG1290_MAGNETIC: N = NO MAGNETIC MATERIAL EG1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1290+STABILITY: SURFACE MOTION EG1290 EG1290 HISTORY - Date Condition Report By EG1290 HISTORY - 1980 MONUMENTED NGS EG1290 HISTORY - 19800621 GOOD NGS EG1290 HISTORY - 1983 GOOD NGS EG1290 EG1290 STATION DESCRIPTION EG1290 EG1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EG1290'IN BALDWYN. EG1290'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG1290'STATE HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON THE LEFT, EG1290'AT NORTH SIDE OF FIRST BAPTIST CHURCH, 37.0 METERS (121.3 FT) SOUTH EG1290'OF FIRE HYDRANT, 24.6 METERS (80.7 FT) NORTHEAST OF NORTHWEST CORNER EG1290'OF CHURCH, 14.0 METERS (46.0 FT) SOUTHEAST OF CENTER OF PAVED EG1290'SIDEROAD, 13.3 METERS (43.5 FT) SOUTHWEST OF SMALL TREE, 11.1 METERS EG1290'(36.5 FT) SOUTH-SOUTHEAST OF METAL POST WITH YIELD SIGN, AND 8.0 EG1290'METERS (26.2 FT) NORTH OF NORTH CURB OF PARKING AREA. EG1290'THE MARK IS 5.0 FT ABOVE HIGHWAY. EG1290 EG1290 STATION RECOVERY (1980) EG1290 EG1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EG1290'STATION SURFACE AND UNDERGROUND MARKS, REFERENCE MARKS NO 1 AND NO 3 EG1290'WERE DESTROYED BY CONSTRUCTION OF NEW CHURCH, REFERENCE MARK NO 2 AND EG1290'THE AZIMUTH MARK WERE PREVIOUSLY REPORTED DESTROYED. REFERENCE POINTS EG1290'A AND B AND REFERENCE MARK NO 4, ESTABLISHED IN 1973 FOR THE EG1290'RELOCATION OF THE STATION WERE RECOVERED IN GOOD CONDITION. THE EG1290'STATION WAS REESTABLISHED FROM THESE POINTS AT THIS DATE. NEW EG1290'REFERENCE MARKS NO 5 AND NO 6 AND A NEW AZIMUTH MARK WERE ALSO EG1290'ESTABLISHED. REFERENCE MARK NO 4 WAS THEN DESTROYED AND THE DISK WAS EG1290'RECLAIMED AT REQUEST OF PROPERTY OWNER. A COMPLETE NEW DESCRIPTION EG1290'FOLLOWS. EG1290'STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH SOUTHWEST OF THE CENTER OF EG1290'BALDWYN, ON THE EAST SIDE OF US HIGHWAY 45, AT THE BALDWYN FIRST EG1290'BAPTIST CHURCH. TO REACH FROM THE JUNCTION OF US HIGHWAY 45 AND STATE EG1290'HIGHWAY 370, AT TRAFFIC LIGHT IN BALDWYN, GO SOUTH ON US HIGHWAY 45 EG1290'FOR 0.5 MI (0.8 KM) TO CHURCH AND STATION ON THE LEFT. EG1290' EG1290'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED EG1290'-BALDWYN 2 1959 1980-. THE SURFACE MARK IS SET IN THE TOP OF A ROUND EG1290'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 121.3 FT (37.0 M) SOUTH EG1290'OF A FIRE HYDRANT, 111.9 FT (34.1 M) NORTHWEST OF THE NORTHWEST ONE OF EG1290'EIGHT COLUMNS AT NORTH ENTRANCE OF CHURCH, 80.7 FT (24.6 M) NORTH OF EG1290'THE NORTHWEST CORNER OF CHURCH, 46 FT (14.0 M) SOUTHEAST OF THE CENTER EG1290'OF PAVED SIDEROAD, 43.5 FT (13.3 M) SOUTHWEST OF A SMALL TREE, 36.5 FT EG1290'(11.1 M) SOUTH SOUTHEAST OF A METAL POST WITH YIELD SIGN ATTACHED AND EG1290'26.2 FT (8.0 M) NORTH OF THE NORTH CURB OF PAVED PARKING AREA ON NORTH EG1290'SIDE OF CHURCH. REFERENCE MARK NO 5 IS A STANDARD DISK EG1290'STAMPED--BALDWYN 2 1959 NO 5 1980--, SET IN THE TOP OF A ROUND EG1290'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 109.5 FT (33.4 M) EG1290'NORTHWEST OF THE NORTHEAST CORNER OF CHURCH, 87.1 FT (26.5 M) EG1290'NORTHEAST OF THE NORTHWEST CORNER OF CHURCH, 65.6 FT (20.0 M) NORTH OF EG1290'THE NORTH SIDE OF CHURCH, 153.4 FT (46.8 M) SOUTH SOUTHEAST OF A FIRE EG1290'HYDRANT, 10.6 FT (3.2 M) NORTH OF THE NORTH CURB OF PARKING AREA ON EG1290'NORTH SIDE OF CHURCH. REFERENCE MARK NO 6 IS A STANDARD DISK EG1290'STAMPED--BALDWYN 2 1959 NO 6 1980--, SET IN A DRILL HOLE AT THE EG1290'NORTHWEST CORNER OF CONCRETE WALK ALONG THE WEST SIDE OF CHURCH, 20 FT EG1290'(6.1 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF CHURCH, 0.9 FT (27.4 EG1290'CM) SOUTH ON THE NORTH END OF CONCRETE WALK AND 017 FT (5.2 M) EAST OF EG1290'THE WEST EDGE OF CONCRETE WALK. AZIMUTH MARK IS A STANDARD DISK EG1290'STAMPED--BALDWYN 2 1959 1980-, SET IN THE TOP OF A ROUND CONCRETE EG1290'POST, FLUSH WITH THE GROUND. IT IS 46.0 FT (14.0 M) WEST OF THE EG1290'CENTER OF HIGHWAY 45, 23.0 FT (7.0 M) SOUTH OF THE CENTER HOSPITAL EG1290'ENTRANCE ROAD, 6.8 FT (2.1 M) EAST SOUTHEAST OF CONCRETE BASE OF A EG1290'METAL STREET LIGHT POLE, 7.0 FT (2.1 M) SOUTH OF SOUTH CURB OF EG1290'ENTRANCE ROAD AND 2.7 FT (0.8 M) NORTHWEST OF A POWER POLE. TO REACH EG1290'AZIMUTH MARK FROM THE STATION, GO SOUTH ON US HIGHWAY 45 FOR 0.25 MI EG1290'(0.40 KM) TO ENTRANCE TO HOSPITAL AND MARK ON THE RIGHT. EG1290 EG1290 STATION RECOVERY (1983) EG1290 EG1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 EG1290'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1291 *********************************************************************** EG1291 DESIGNATION - BALDWYN 2 RM 5 EG1291 PID - EG1291 EG1291 STATE/COUNTY- MS/LEE EG1291 USGS QUAD - BALDWYN (1973) EG1291 EG1291 *CURRENT SURVEY CONTROL EG1291 ___________________________________________________________________ EG1291* NAD 83(1986)- 34 30 10. (N) 088 38 20. (W) SCALED EG1291* NAVD 88 - 121.13 (meters) 397.4 (feet) RESET EG1291 ___________________________________________________________________ EG1291 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1291 EG1291 VERT ORDER - THIRD EG1291 EG1291.The horizontal coordinates were scaled from a topographic map and have EG1291.an estimated accuracy of +/- 6 seconds. EG1291 EG1291.The orthometric height was computed from unverified reset data. EG1291.No vertical observational check was made to the station. EG1291 EG1291.The geoid height was determined by GEOID99. EG1291 EG1291; North East Units Estimated Accuracy EG1291;SPC MS E - 554,730. 317,860. MT (+/- 180 meters Scaled) EG1291 EG1291 SUPERSEDED SURVEY CONTROL EG1291 EG1291 NGVD 29 - 121.07 (m) 397.2 (f) RESET 3 EG1291 EG1291.Superseded values are not recommended for survey control. EG1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1291.See file dsdata.txt to determine how the superseded data were derived. EG1291 EG1291_MARKER: DR = REFERENCE MARK DISK EG1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1291_STAMPING: BALDWYN 2 1959 N0 5 1980 EG1291_PROJECTION: FLUSH EG1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1291+STABILITY: SURFACE MOTION EG1291 EG1291 HISTORY - Date Condition Report By EG1291 HISTORY - 1980 MONUMENTED NGS EG1291 EG1291 STATION DESCRIPTION EG1291 EG1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EG1291'IN BALDWYN. EG1291'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE EG1291'HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON THE LEFT, AT EG1291'NORTH SIDE OF FIRST BAPTIST CHURCH, 33.4 METERS (109.5 FT) NORTHWEST EG1291'OF NORTHEAST CORNER OF CHURCH, 26.5 METERS (87.1 FT) NORTHEAST OF EG1291'NORTHWEST CORNER OF CHURCH, 20.0 METERS (65.6 FT) NORTH OF NORTH EG1291'SIDE OF CHURCH, 46.8 METERS (153.4 FT) SOUTH-SOUTHEAST OF FIRE EG1291'HYDRANT, AND 3.2 METERS (10.6 FT) NORTH OF NORTH CURB OF PARKING LOT. EG1291'THE MARK IS 5.0 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1292 *********************************************************************** EG1292 DESIGNATION - BALDWYN 2 RM 6 EG1292 PID - EG1292 EG1292 STATE/COUNTY- MS/LEE EG1292 USGS QUAD - BALDWYN (1973) EG1292 EG1292 *CURRENT SURVEY CONTROL EG1292 ___________________________________________________________________ EG1292* NAD 83(1986)- 34 30 10. (N) 088 38 20. (W) SCALED EG1292* NAVD 88 - 120.83 (meters) 396.4 (feet) RESET EG1292 ___________________________________________________________________ EG1292 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1292 EG1292 VERT ORDER - THIRD EG1292 EG1292.The horizontal coordinates were scaled from a topographic map and have EG1292.an estimated accuracy of +/- 6 seconds. EG1292 EG1292.The orthometric height was computed from unverified reset data. EG1292.No vertical observational check was made to the station. EG1292 EG1292.The geoid height was determined by GEOID99. EG1292 EG1292; North East Units Estimated Accuracy EG1292;SPC MS E - 554,730. 317,860. MT (+/- 180 meters Scaled) EG1292 EG1292 SUPERSEDED SURVEY CONTROL EG1292 EG1292 NGVD 29 - 120.77 (m) 396.2 (f) RESET 3 EG1292 EG1292.Superseded values are not recommended for survey control. EG1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1292.See file dsdata.txt to determine how the superseded data were derived. EG1292 EG1292_MARKER: DR = REFERENCE MARK DISK EG1292_SETTING: 31 = CONCRETE WALK EG1292_STAMPING: BALDWYN 2 1959 N0 6 1980 EG1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1292 EG1292 HISTORY - Date Condition Report By EG1292 HISTORY - 1980 MONUMENTED NGS EG1292 EG1292 STATION DESCRIPTION EG1292 EG1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EG1292'IN BALDWYN. EG1292'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG1292'STATE HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON LEFT, EG1292'IN THE NORTHWEST CORNER OF CONCRETE WALK ALONG WEST SIDE OF FIRST EG1292'BAPTIST CHURCH, 6.1 METERS (20.0 FT) WEST-NORTHWEST OF NORTHWEST EG1292'CORNER OF CHURCH, 0.3 METER (0.9 FT) SOUTH OF NORTH END OF CONCRETE EG1292'WALK, AND 0.2 METER (0.7 FT) EAST OF WEST EDGE OF CONCRETE WALK. EG1292'THE MARK IS 5.0 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0718 *********************************************************************** EG0718 DESIGNATION - C 171 RESET 1958 EG0718 PID - EG0718 EG0718 STATE/COUNTY- MS/LEE EG0718 USGS QUAD - EVERGREEN (1979) EG0718 EG0718 *CURRENT SURVEY CONTROL EG0718 ___________________________________________________________________ EG0718* NAD 83(1986)- 34 12 26. (N) 088 33 40. (W) SCALED EG0718* NAVD 88 - 107.99 (meters) 354.3 (feet) RESET EG0718 ___________________________________________________________________ EG0718 GEOID HEIGHT- -27.58 (meters) GEOID99 EG0718 EG0718 VERT ORDER - THIRD EG0718 EG0718.The horizontal coordinates were scaled from a topographic map and have EG0718.an estimated accuracy of +/- 6 seconds. EG0718 EG0718.The orthometric height was computed from unverified reset data. EG0718 EG0718.The geoid height was determined by GEOID99. EG0718 EG0718; North East Units Estimated Accuracy EG0718;SPC MS E - 521,970. 325,090. MT (+/- 180 meters Scaled) EG0718 EG0718 SUPERSEDED SURVEY CONTROL EG0718 EG0718.No superseded survey control is available for this station. EG0718 EG0718_MARKER: DB = BENCH MARK DISK EG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0718_STAMPING: C 171 RESET 1958 EG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0718+STABILITY: SURFACE MOTION EG0718 EG0718 HISTORY - Date Condition Report By EG0718 HISTORY - 1958 MONUMENTED CGS EG0718 HISTORY - 1962 GOOD MSHD EG0718 EG0718 STATION DESCRIPTION EG0718 EG0718'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 EG0718'4.2 MI SE FROM MOOREVILLE. EG0718'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371 AT EG0718'MOOREVILLE, GO SOUTHEAST ON HIGHWAY 371 FOR 4.2 MILES TO THE MARK ON EG0718'THE LEFT AS DESCRIBED. THE MARK IS A DISK SET IN THE TOP OF A 10 INCH EG0718'ROUND CONCRETE POST. IT IS 63.5 FEET EAST OF THE CENTERLINE OF THE EG0718'HIGHWAY, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 21 FEET EG0718'NORTH OF THE PROJECTED CENTER OF A SIDE ROAD LEADING WEST, 2 FEET WEST EG0718'OF A POWER LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT EG0718'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0720 *********************************************************************** EG0720 DESIGNATION - D 171 RESET 1958 EG0720 PID - EG0720 EG0720 STATE/COUNTY- MS/LEE EG0720 USGS QUAD - EVERGREEN (1979) EG0720 EG0720 *CURRENT SURVEY CONTROL EG0720 ___________________________________________________________________ EG0720* NAD 83(1986)- 34 13 13. (N) 088 33 42. (W) SCALED EG0720* NAVD 88 - 112.95 (meters) 370.6 (feet) RESET EG0720 ___________________________________________________________________ EG0720 GEOID HEIGHT- -27.57 (meters) GEOID99 EG0720 EG0720 VERT ORDER - THIRD EG0720 EG0720.The horizontal coordinates were scaled from a topographic map and have EG0720.an estimated accuracy of +/- 6 seconds. EG0720 EG0720.The orthometric height was computed from unverified reset data. EG0720 EG0720.The geoid height was determined by GEOID99. EG0720 EG0720; North East Units Estimated Accuracy EG0720;SPC MS E - 523,410. 325,030. MT (+/- 180 meters Scaled) EG0720 EG0720 SUPERSEDED SURVEY CONTROL EG0720 EG0720.No superseded survey control is available for this station. EG0720 EG0720_MARKER: DB = BENCH MARK DISK EG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0720_STAMPING: D 171 RESET 1958 EG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0720+STABILITY: SURFACE MOTION EG0720 EG0720 HISTORY - Date Condition Report By EG0720 HISTORY - 1958 MONUMENTED CGS EG0720 HISTORY - 1962 GOOD MSHD EG0720 EG0720 STATION DESCRIPTION EG0720 EG0720'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 EG0720'3.3 MI SE FROM MOOREVILLE. EG0720'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371, AT EG0720'MOOREVILLE, GO SOUTHEAST ON HIGHWAY 371 FOR 3.3 MILES TO THE MARK ON EG0720'THE RIGHT AS DESCRIBED. THE MARK IS A DISK SET IN THE TOP OF A 12 EG0720'INCH ROUND CONCRETE POST. IT IS 2 FEET NORTH OF A POWER LINE POLE, 21 EG0720'FEET SOUTH OF THE CENTERLINE OF A ROAD, 59 FEET WEST OF THE CENTERLINE EG0720'OF THE HIGHWAY, 58 FEET SOUTH OF A FENCE CORNER, 55.5 FEET SOUTH OF A EG0720'RIGHT-OF-WAY MARKER, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT EG0720'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0723 *********************************************************************** EG0723 DESIGNATION - E 171 RESET 1958 EG0723 PID - EG0723 EG0723 STATE/COUNTY- MS/LEE EG0723 USGS QUAD - EVERGREEN (1979) EG0723 EG0723 *CURRENT SURVEY CONTROL EG0723 ___________________________________________________________________ EG0723* NAD 83(1986)- 34 14 06. (N) 088 33 54. (W) SCALED EG0723* NAVD 88 - 110.24 (meters) 361.7 (feet) RESET EG0723 ___________________________________________________________________ EG0723 GEOID HEIGHT- -27.56 (meters) GEOID99 EG0723 EG0723 VERT ORDER - THIRD EG0723 EG0723.The horizontal coordinates were scaled from a topographic map and have EG0723.an estimated accuracy of +/- 6 seconds. EG0723 EG0723.The orthometric height was computed from unverified reset data. EG0723 EG0723.The geoid height was determined by GEOID99. EG0723 EG0723; North East Units Estimated Accuracy EG0723;SPC MS E - 525,050. 324,720. MT (+/- 180 meters Scaled) EG0723 EG0723 SUPERSEDED SURVEY CONTROL EG0723 EG0723.No superseded survey control is available for this station. EG0723 EG0723_MARKER: DB = BENCH MARK DISK EG0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0723_STAMPING: E 171 RESET 1958 EG0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0723+STABILITY: SURFACE MOTION EG0723 EG0723 HISTORY - Date Condition Report By EG0723 HISTORY - 1958 MONUMENTED CGS EG0723 HISTORY - 1962 GOOD MSHD EG0723 EG0723 STATION DESCRIPTION EG0723 EG0723'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 EG0723'2.3 MI SE FROM MOOREVILLE. EG0723'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371 AT EG0723'MOOREVILLE, GO SOUTH ON HIGHWAY 371 FOR 2.2 MILES TO THE MARK ON THE EG0723'RIGHT AS DESCRIBED. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH EG0723'ROUND CONCRETE POST. IT IS DIRECTLY UNDER A FENCE LINE AND 60 FEET EG0723'WEST OF THE CENTERLINE OF THE HIGHWAY, 77 FEET NORTH OF A FENCE EG0723'CORNER, 56 FEET NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE PIPE EG0723'UNDER THE HIGHWAY, 18 FEET NORTHEAST OF A 12 INCH GUM TREE, 1.5 FEET EG0723'SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY EG0723'AND PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1289 *********************************************************************** EG1289 DESIGNATION - N RESET 1973 EG1289 PID - EG1289 EG1289 STATE/COUNTY- MS/LEE EG1289 USGS QUAD - SHANNON (1979) EG1289 EG1289 *CURRENT SURVEY CONTROL EG1289 ___________________________________________________________________ EG1289* NAD 83(1986)- 34 06 59. (N) 088 42 39. (W) SCALED EG1289* NAVD 88 - 81.22 (meters) 266.5 (feet) RESET EG1289 ___________________________________________________________________ EG1289 GEOID HEIGHT- -27.54 (meters) GEOID99 EG1289 EG1289 VERT ORDER - THIRD EG1289 EG1289.The horizontal coordinates were scaled from a topographic map and have EG1289.an estimated accuracy of +/- 6 seconds. EG1289 EG1289.The orthometric height was computed from unverified reset data. EG1289.No vertical observational check was made to the station. EG1289 EG1289.The geoid height was determined by GEOID99. EG1289 EG1289; North East Units Estimated Accuracy EG1289;SPC MS E - 511,860. 311,300. MT (+/- 180 meters Scaled) EG1289 EG1289 SUPERSEDED SURVEY CONTROL EG1289 EG1289 NGVD 29 - 81.18 (m) 266.3 (f) RESET 3 EG1289 EG1289.Superseded values are not recommended for survey control. EG1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1289.See file dsdata.txt to determine how the superseded data were derived. EG1289 EG1289_MARKER: DB = BENCH MARK DISK EG1289_SETTING: 36 = BUILDING WALL EG1289_STAMPING: N RESET 1973 EG1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1289 EG1289 HISTORY - Date Condition Report By EG1289 HISTORY - 1973 MONUMENTED NGS EG1289 EG1289 STATION DESCRIPTION EG1289 EG1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EG1289'IN SHANNON. EG1289'IN SHANNON, ABOUT 100 YARDS WEST OF THE RAILROAD TRACKS IN EG1289'THE NORTHWEST CORNER OF THE NORTH WALL OF T. W. FRANCIS GROCERY STORE, EG1289'35 FT. SOUTH OF THE CENTER OF THE STREET, 14.3 FT. WEST OF THE CENTER EG1289'OF THE DOOR TO THE STORE, AND 3 FT. ABOVE THE LEVEL OF THE SIDEWALK, EG1289'SET VERTICALLY IN THE WALL OF THE STORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2054 *********************************************************************** EG2054 DESIGNATION - SHANNON RM 2 RESET EG2054 PID - EG2054 EG2054 STATE/COUNTY- MS/LEE EG2054 USGS QUAD - SHANNON (1979) EG2054 EG2054 *CURRENT SURVEY CONTROL EG2054 ___________________________________________________________________ EG2054* NAD 83(1986)- 34 07 17. (N) 088 42 44. (W) SCALED EG2054* NAVD 88 - 83.92 (meters) 275.3 (feet) RESET EG2054 ___________________________________________________________________ EG2054 GEOID HEIGHT- -27.54 (meters) GEOID99 EG2054 EG2054 VERT ORDER - THIRD EG2054 EG2054.The horizontal coordinates were scaled from a topographic map and have EG2054.an estimated accuracy of +/- 6 seconds. EG2054 EG2054.The orthometric height was computed from unverified reset data. EG2054.No vertical observational check was made to the station. EG2054 EG2054.The geoid height was determined by GEOID99. EG2054 EG2054; North East Units Estimated Accuracy EG2054;SPC MS E - 512,420. 311,170. MT (+/- 180 meters Scaled) EG2054 EG2054 SUPERSEDED SURVEY CONTROL EG2054 EG2054.No superseded survey control is available for this station. EG2054 EG2054_MARKER: DR = REFERENCE MARK DISK EG2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2054_STAMPING: SHANNON 1950 NO 2 1984 EG2054_MARK LOGO: NGS EG2054_MAGNETIC: N = NO MAGNETIC MATERIAL EG2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2054+STABILITY: SURFACE MOTION EG2054 EG2054 HISTORY - Date Condition Report By EG2054 HISTORY - 1984 MONUMENTED NGS EG2054 EG2054 STATION DESCRIPTION EG2054 EG2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 EG2054'0.45 MILE EAST ALONG U.S. HIGHWAY 45 FOR ITS JUNCTION WITH HIGHWAY 45 EG2054'A IN SHANNON TO THE MARK ON THE RIGHT, JUST BEFORE REACHING BRIDGE EG2054'OVER RAILROAD TRACKS, 85.0 FT (25.9 M) EAST-SOUTHEAST OF A POWER EG2054'POLE, 54.0 FT (16.5 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A EG2054'BRICK BUILDING, 54.0 FT (16.5 M) NORTHEAST OF THE NORTHEAST CORNER OF EG2054'CARPORT OF BRICK HOUSE, 48.0 FT (14.6 M) SOUTH-SOUTHWEST OF THE EG2054'CENTER OF HIGHWAY, 28.0 FT (8.5 M) EAST-SOUTHEAST OF A METAL EG2054'TELEPHONE CABLE BOX AND 2.0 FT (0.6 M) EAST-SOUTHEAST OF A 12 INCH EG2054'OAK TREE.