1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1835 *********************************************************************** BV1835 DESIGNATION - 5 SEM RESET BV1835 PID - BV1835 BV1835 STATE/COUNTY- MS/MARION BV1835 USGS QUAD - COLUMBIA NORTH (1982) BV1835 BV1835 *CURRENT SURVEY CONTROL BV1835 ___________________________________________________________________ BV1835* NAD 83(1986)- 31 15 26. (N) 089 46 06. (W) SCALED BV1835* NAVD 88 - 83.63 (+/-2cm) 274.4 (feet) VERTCON BV1835 ___________________________________________________________________ BV1835 GEOID HEIGHT- -26.90 (meters) GEOID99 BV1835 BV1835 VERT ORDER - THIRD (See Below) BV1835 BV1835.The horizontal coordinates were scaled from a topographic map and have BV1835.an estimated accuracy of +/- 6 seconds. BV1835 BV1835.The NAVD 88 height was computed by applying the VERTCON shift value to BV1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1835.The vertical order pertains to the superseded datum. BV1835 BV1835.The geoid height was determined by GEOID99. BV1835 BV1835; North East Units Estimated Accuracy BV1835;SPC MS W - 194,930. 753,810. MT (+/- 180 meters Scaled) BV1835 BV1835 SUPERSEDED SURVEY CONTROL BV1835 BV1835 NGVD 29 - 83.67 (m) 274.5 (f) RESET 3 BV1835 BV1835.Superseded values are not recommended for survey control. BV1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1835.See file dsdata.txt to determine how the superseded data were derived. BV1835 BV1835_MARKER: DD = SURVEY DISK BV1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1835_STAMPING: 5 SEM USGS RESET 1986 BV1835_MARK LOGO: USGS BV1835_MAGNETIC: N = NO MAGNETIC MATERIAL BV1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1835+STABILITY: SURFACE MOTION BV1835 BV1835 HISTORY - Date Condition Report By BV1835 HISTORY - 1986 MONUMENTED NGS BV1835 BV1835 STATION DESCRIPTION BV1835 BV1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 BV1835'3.3 MILES EAST ALONG BROAD STREET FROM THE COURTHOUSE IN COLUMBIA TO BV1835'THE JUNCTION OF U.S. HIGHWAY 98, THENCE EAST-NORTHEAST ALONG U.S. BV1835'HIGHWAY 98 FOR 1.0 MILE TO A SIDE ROAD AND MARK ON THE LEFT, 49.0 FT BV1835'(14.9 M) NORTH OF THE CENTER OF WEST BOUND LANES OF HIGHWAY 98, 16.0 BV1835'FT (4.9 M) WEST OF THE CENTER OF GRAVEL ROAD LEADING NORTH, 3.0 FT BV1835'(0.9 M) WEST-SOUTHWEST OF A CYCLONE FENCE CORNER AND 1.0 FT (0.3 M) BV1835'SOUTH OF FENCE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1834 *********************************************************************** BV1834 DESIGNATION - 98 V 117 RESET BV1834 PID - BV1834 BV1834 STATE/COUNTY- MS/MARION BV1834 USGS QUAD - IMPROVE (1974) BV1834 BV1834 *CURRENT SURVEY CONTROL BV1834 ___________________________________________________________________ BV1834* NAD 83(1986)- 31 16 04. (N) 089 42 35. (W) SCALED BV1834* NAVD 88 - 72.14 (+/-2cm) 236.7 (feet) VERTCON BV1834 ___________________________________________________________________ BV1834 GEOID HEIGHT- -26.88 (meters) GEOID99 BV1834 BV1834 VERT ORDER - THIRD (See Below) BV1834 BV1834.The horizontal coordinates were scaled from a topographic map and have BV1834.an estimated accuracy of +/- 6 seconds. BV1834 BV1834.The NAVD 88 height was computed by applying the VERTCON shift value to BV1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1834.The vertical order pertains to the superseded datum. BV1834 BV1834.The geoid height was determined by GEOID99. BV1834 BV1834; North East Units Estimated Accuracy BV1834;SPC MS W - 196,130. 759,390. MT (+/- 180 meters Scaled) BV1834 BV1834 SUPERSEDED SURVEY CONTROL BV1834 BV1834 NGVD 29 - 72.17 (m) 236.8 (f) RESET 3 BV1834 BV1834.Superseded values are not recommended for survey control. BV1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1834.See file dsdata.txt to determine how the superseded data were derived. BV1834 BV1834_MARKER: DB = BENCH MARK DISK BV1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1834_STAMPING: 98 V 117 RESET 1986 BV1834_MARK LOGO: NGS BV1834_MAGNETIC: N = NO MAGNETIC MATERIAL BV1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1834+STABILITY: SURFACE MOTION BV1834 BV1834 HISTORY - Date Condition Report By BV1834 HISTORY - 1986 MONUMENTED NGS BV1834 BV1834 STATION DESCRIPTION BV1834 BV1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 BV1834'3.3 MILES EAST ALONG BROAD STREET FROM THE COURTHOUSE IN COLUMBIA TO BV1834'THE JUNCTION OF U.S. HIGHWAY 98, THENCE EAST-NORTHEAST ALONG U.S. BV1834'HIGHWAY 98 FOR 4.6 MILES TO HOUSE AND MARK ON THE RIGHT, 231.0 FT BV1834'(70.4 M) SOUTH OF THE CENTER OF PRESENT HIGHWAY (TO BE WEST BOUND BV1834'LANES), 17.0 FT (5.2 M) EAST OF THE EAST GATE POST OF DRIVEWAY TO BV1834'HOUSE, 3.0 FT (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 2.0 FT (0.6 M) BV1834'EAST OF POWER POLE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1837 *********************************************************************** BV1837 DESIGNATION - 98 V 118 RESET BV1837 PID - BV1837 BV1837 STATE/COUNTY- MS/MARION BV1837 USGS QUAD - IMPROVE (1974) BV1837 BV1837 *CURRENT SURVEY CONTROL BV1837 ___________________________________________________________________ BV1837* NAD 83(1986)- 31 16 16. (N) 089 41 51. (W) SCALED BV1837* NAVD 88 - 65.71 (+/-2cm) 215.6 (feet) VERTCON BV1837 ___________________________________________________________________ BV1837 GEOID HEIGHT- -26.86 (meters) GEOID99 BV1837 BV1837 VERT ORDER - THIRD (See Below) BV1837 BV1837.The horizontal coordinates were scaled from a topographic map and have BV1837.an estimated accuracy of +/- 6 seconds. BV1837 BV1837.The NAVD 88 height was computed by applying the VERTCON shift value to BV1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1837.The vertical order pertains to the superseded datum. BV1837 BV1837.The geoid height was determined by GEOID99. BV1837 BV1837; North East Units Estimated Accuracy BV1837;SPC MS W - 196,510. 760,550. MT (+/- 180 meters Scaled) BV1837 BV1837 SUPERSEDED SURVEY CONTROL BV1837 BV1837 NGVD 29 - 65.74 (m) 215.7 (f) RESET 3 BV1837 BV1837.Superseded values are not recommended for survey control. BV1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1837.See file dsdata.txt to determine how the superseded data were derived. BV1837 BV1837_MARKER: DB = BENCH MARK DISK BV1837_SETTING: 32 = WINGWALL BV1837_STAMPING: 98V 118 RESET 1988 BV1837_MARK LOGO: NGS BV1837_MAGNETIC: N = NO MAGNETIC MATERIAL BV1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV1837+SATELLITE: SATELLITE OBSERVATIONS - 1988 BV1837 BV1837 HISTORY - Date Condition Report By BV1837 HISTORY - 1988 MONUMENTED MSHD BV1837 BV1837 STATION DESCRIPTION BV1837 BV1837'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 BV1837'13.19 KM (8.20 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF BV1837'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO EAST END OF BV1837'CONCRETE BRIDGE AND MARK ON RIGHT, 7.07 M (23.2 FT) SOUTH OF THE BV1837'CENTER OF BRIDGE AND 0.12 M (0.4 FT) EAST OF EAST END OF SOUTH BV1837'CONCRETE WING WALL OF BRIDGE. IN THE NORTHWEST QUARTER OF SECTION 34, BV1837'T4 N, R17 W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1838 *********************************************************************** BV1838 DESIGNATION - 98 V 119 RESET BV1838 PID - BV1838 BV1838 STATE/COUNTY- MS/MARION BV1838 USGS QUAD - IMPROVE (1974) BV1838 BV1838 *CURRENT SURVEY CONTROL BV1838 ___________________________________________________________________ BV1838* NAD 83(1986)- 31 16 31. (N) 089 40 52. (W) SCALED BV1838* NAVD 88 - 65.32 (+/-2cm) 214.3 (feet) VERTCON BV1838 ___________________________________________________________________ BV1838 GEOID HEIGHT- -26.84 (meters) GEOID99 BV1838 BV1838 VERT ORDER - THIRD (See Below) BV1838 BV1838.The horizontal coordinates were scaled from a topographic map and have BV1838.an estimated accuracy of +/- 6 seconds. BV1838 BV1838.The NAVD 88 height was computed by applying the VERTCON shift value to BV1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1838.The vertical order pertains to the superseded datum. BV1838 BV1838.The geoid height was determined by GEOID99. BV1838 BV1838; North East Units Estimated Accuracy BV1838;SPC MS W - 196,980. 762,110. MT (+/- 180 meters Scaled) BV1838 BV1838 SUPERSEDED SURVEY CONTROL BV1838 BV1838 NGVD 29 - 65.35 (m) 214.4 (f) RESET 3 BV1838 BV1838.Superseded values are not recommended for survey control. BV1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1838.See file dsdata.txt to determine how the superseded data were derived. BV1838 BV1838_MARKER: DB = BENCH MARK DISK BV1838_SETTING: 32 = HEADWALL BV1838_STAMPING: 98V 119 RESET 1988 BV1838_MARK LOGO: NGS BV1838_MAGNETIC: N = NO MAGNETIC MATERIAL BV1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1838+SATELLITE: SATELLITE OBSERVATIONS - 1988 BV1838 BV1838 HISTORY - Date Condition Report By BV1838 HISTORY - 1988 MONUMENTED MSHD BV1838 BV1838 STATION DESCRIPTION BV1838 BV1838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 BV1838'14.64 KM (9.10 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF BV1838'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO THE MARK ON THE BV1838'RIGHT, SET IN TOP OF THE EAST END OF HEADWALL OF A 12 BY 12 FOOT BV1838'CONCRETE BOX CULVERT, 12.74 M (41.8 FT) SOUTH OF THE CENTER OF THE BV1838'EAST BOUND LANES OF HIGHWAY 98, 0.12 M (0.4 FT) WEST OF THE EAST END BV1838'OF HEADWALL OF CULVERT AND ABOUT LEVEL WITH HIGHWAY. IN THE SOUTHWEST BV1838'QUARTER OF SECTION 26, T4 N, R17 W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1839 *********************************************************************** BV1839 DESIGNATION - 98 V 120 RESET BV1839 PID - BV1839 BV1839 STATE/COUNTY- MS/MARION BV1839 USGS QUAD - IMPROVE (1974) BV1839 BV1839 *CURRENT SURVEY CONTROL BV1839 ___________________________________________________________________ BV1839* NAD 83(1986)- 31 16 40. (N) 089 40 13. (W) SCALED BV1839* NAVD 88 - 67.24 (+/-2cm) 220.6 (feet) VERTCON BV1839 ___________________________________________________________________ BV1839 GEOID HEIGHT- -26.83 (meters) GEOID99 BV1839 BV1839 VERT ORDER - THIRD (See Below) BV1839 BV1839.The horizontal coordinates were scaled from a topographic map and have BV1839.an estimated accuracy of +/- 6 seconds. BV1839 BV1839.The NAVD 88 height was computed by applying the VERTCON shift value to BV1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1839.The vertical order pertains to the superseded datum. BV1839 BV1839.The geoid height was determined by GEOID99. BV1839 BV1839; North East Units Estimated Accuracy BV1839;SPC MS W - 197,260. 763,140. MT (+/- 180 meters Scaled) BV1839 BV1839 SUPERSEDED SURVEY CONTROL BV1839 BV1839 NGVD 29 - 67.26 (m) 220.7 (f) RESET 3 BV1839 BV1839.Superseded values are not recommended for survey control. BV1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1839.See file dsdata.txt to determine how the superseded data were derived. BV1839 BV1839_MARKER: DB = BENCH MARK DISK BV1839_SETTING: 32 = WINGWALL BV1839_STAMPING: 98V 120 RESET 1988 BV1839_MARK LOGO: NGS BV1839_MAGNETIC: N = NO MAGNETIC MATERIAL BV1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV1839+SATELLITE: SATELLITE OBSERVATIONS - 1988 BV1839 BV1839 HISTORY - Date Condition Report By BV1839 HISTORY - 1988 MONUMENTED MSHD BV1839 BV1839 STATION DESCRIPTION BV1839 BV1839'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 BV1839'15.76 KM (9.80 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF BV1839'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO EAST END OF BV1839'CONCRETE BRIDGE AND MARK ON THE RIGHT, 7.32 M (24.0 FT) SOUTH OF THE BV1839'CENTER OF BRIDGE AND 0.30 M (1.0 FT) EAST OF THE EAST END OF THE SOUTH BV1839'CONCRETE WING WALL OF BRIDGE. IN SOUTHWEST QUARTER OF SECTION 25, T4 BV1839'N, R17 W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0915 *********************************************************************** BV0915 DESIGNATION - C 111 RESET 1952 BV0915 PID - BV0915 BV0915 STATE/COUNTY- MS/MARION BV0915 USGS QUAD - BAXTERVILLE SW (1982) BV0915 BV0915 *CURRENT SURVEY CONTROL BV0915 ___________________________________________________________________ BV0915* NAD 83(1986)- 31 07 00. (N) 089 39 22. (W) SCALED BV0915* NAVD 88 - 117.09 (+/-2cm) 384.2 (feet) VERTCON BV0915 ___________________________________________________________________ BV0915 GEOID HEIGHT- -27.44 (meters) GEOID99 BV0915 BV0915 VERT ORDER - THIRD (See Below) BV0915 BV0915.The horizontal coordinates were scaled from a topographic map and have BV0915.an estimated accuracy of +/- 6 seconds. BV0915 BV0915.The NAVD 88 height was computed by applying the VERTCON shift value to BV0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0915.The vertical order pertains to the superseded datum. BV0915 BV0915.The geoid height was determined by GEOID99. BV0915 BV0915; North East Units Estimated Accuracy BV0915;SPC MS W - 179,410. 764,600. MT (+/- 180 meters Scaled) BV0915 BV0915 SUPERSEDED SURVEY CONTROL BV0915 BV0915 NGVD 29 - 117.13 (m) 384.3 (f) RESET 3 BV0915 BV0915.Superseded values are not recommended for survey control. BV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0915.See file dsdata.txt to determine how the superseded data were derived. BV0915 BV0915_MARKER: DB = BENCH MARK DISK BV0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0915_STAMPING: C 111 RESET 1952 BV0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0915+STABILITY: SURFACE MOTION BV0915 BV0915 HISTORY - Date Condition Report By BV0915 HISTORY - 1952 MONUMENTED CGS BV0915 HISTORY - 1969 GOOD MSHD BV0915 BV0915 STATION DESCRIPTION BV0915 BV0915'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 BV0915'14 MI SE FROM COLUMBIA. BV0915'THE MARK IS LOCATED 14 MILES SE OF THE CENTER OF COLUMBIA ON THE N BV0915'RIGHT-OF-WAY ON MISS. HIGHWAY 13, 4.1 MILES NW OF THE VILLAGE OF BV0915'BAXTERVILLE, 0.1 MILE WEST OF THE MARION-LAMAR COUNTY LINE IN THE SE BV0915'1/4 OF SECTION 24, T 2N, R 17W. IT IS 50 FEET NE OF THE CENTER OF BV0915'MISS. HIGHWAY 13, 19.5 FEET W-NW OF A RIGHT-OF-WAY MARKER, 39.5 FEET BV0915'SW OF TELEPHONE LINE POLE NO. 2818, 10 FEET EAST OF THE EXTENDED EAST BV0915'WALL OF A FRAME HOUSE, 1 FOOT SW OF A METAL WITNESS POST, SET IN THE BV0915'TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY BV0915'PROJECTING 6 INCHES AND IS NEAR THE CENTER OF AN ABANDONED RAILROAD BV0915'BED. TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST BV0915'ON BROAD STEET FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL AVENUE BV0915'(MISS. HIGHWAY 35 AND 13). TURN RIGHT (SOUTH) AND CONTINUE ON H. BV0915'SCHOOL AVENUE FOR 0.55 MILE TO THE JUNCTION OF MISSISSIPPI HIGHWAY 13. BV0915'TURN LEFT (SE) AND CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.65 MILE BV0915'TO THE INTERSECTION OF U.S. HIGHWAY 98. CONTINUE SOUTHEAST ON BV0915'MISSISSIPPI HIGHWAY 13 FOR 11.3 MILES TO A HIGH POWER LINE CROSSING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0793 *********************************************************************** BV0793 DESIGNATION - X 10 RESET BV0793 PID - BV0793 BV0793 STATE/COUNTY- MS/MARION BV0793 USGS QUAD - SANDY HOOK NW (1982) BV0793 BV0793 *CURRENT SURVEY CONTROL BV0793 ___________________________________________________________________ BV0793* NAD 83(1986)- 31 13 30. (N) 089 56 31. (W) SCALED BV0793* NAVD 88 - 72.13 (+/-2cm) 236.6 (feet) VERTCON BV0793 ___________________________________________________________________ BV0793 GEOID HEIGHT- -26.88 (meters) GEOID99 BV0793 BV0793 VERT ORDER - THIRD (See Below) BV0793 BV0793.The horizontal coordinates were scaled from a topographic map and have BV0793.an estimated accuracy of +/- 6 seconds. BV0793 BV0793.The NAVD 88 height was computed by applying the VERTCON shift value to BV0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0793.The vertical order pertains to the superseded datum. BV0793 BV0793.The geoid height was determined by GEOID99. BV0793 BV0793; North East Units Estimated Accuracy BV0793;SPC MS W - 191,290. 737,290. MT (+/- 180 meters Scaled) BV0793 BV0793 SUPERSEDED SURVEY CONTROL BV0793 BV0793 NGVD 29 - 72.16 (m) 236.7 (f) RESET 3 BV0793 BV0793.Superseded values are not recommended for survey control. BV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0793.See file dsdata.txt to determine how the superseded data were derived. BV0793 BV0793_MARKER: DB = BENCH MARK DISK BV0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0793_STAMPING: X 10 1934 RESET 1969 BV0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0793+STABILITY: SURFACE MOTION BV0793 BV0793 HISTORY - Date Condition Report By BV0793 HISTORY - 1970 MONUMENTED NGS BV0793 BV0793 STATION DESCRIPTION BV0793 BV0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 BV0793'1.0 MI W FROM SUNBAX. BV0793'LOCATED 1.0 MILE WEST ALONG THE FERNWOOD, COLUMBIA AND GULF RAILROAD BV0793'FROM SUNBAX, IN THE SOUTHEAST ANGLE OF A RAILROAD CROSSING, 38 FEET BV0793'SOUTH OF THE SOUTH RAIL, 22 FEET NORTH OF THE CENTER OF A TRACK ROAD, BV0793'78 FEET SOUTHEAST OF THE ROAD CROSSING, 2.5 FEET WEST OF A TELEGRAPH BV0793'POLE, IN LINE WITH A ROW OF POLES AND 1 FOOT EAST OF A METAL WITNESS BV0793'POST. IT IS A BENCH MARK DISK, SET IN THE TOP OF A 12-INCH ROUND BV0793'CONCRETE POST PROJECTING 3 INCHES. TO REACH FROM THE POST OFFICE IN BV0793'FOXWORTH GO WEST FOR 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO WEST ON BV0793'STATE HIGHWAY 586 FOR 3.9 MILES TO A CROSSROAD, TURN LEFT AND GO BV0793'SOUTHWEST FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO ABOUT 300 BV0793'FEET TO THE RAILROAD CROSSING AND THE MARK IN THE SOUTHEAST ANGLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI0671 *********************************************************************** AI0671 DESIGNATION - X 109 RESET AI0671 PID - AI0671 AI0671 STATE/COUNTY- MS/MARION AI0671 USGS QUAD - COLUMBIA SOUTH (1982) AI0671 AI0671 *CURRENT SURVEY CONTROL AI0671 ___________________________________________________________________ AI0671* NAD 83(1986)- 31 11 04. (N) 089 47 19. (W) SCALED AI0671* NAVD 88 - 45.68 (+/-2cm) 149.9 (feet) VERTCON AI0671 ___________________________________________________________________ AI0671 GEOID HEIGHT- -27.17 (meters) GEOID99 AI0671 AI0671 VERT ORDER - THIRD (See Below) AI0671 AI0671.The horizontal coordinates were scaled from a topographic map and have AI0671.an estimated accuracy of +/- 6 seconds. AI0671 AI0671.The NAVD 88 height was computed by applying the VERTCON shift value to AI0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AI0671.The vertical order pertains to the superseded datum. AI0671 AI0671.The geoid height was determined by GEOID99. AI0671 AI0671; North East Units Estimated Accuracy AI0671;SPC MS W - 186,850. 751,920. MT (+/- 180 meters Scaled) AI0671 AI0671 SUPERSEDED SURVEY CONTROL AI0671 AI0671 NGVD 29 - 45.72 (m) 150.0 (f) RESET 3 AI0671 AI0671.Superseded values are not recommended for survey control. AI0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI0671.See file dsdata.txt to determine how the superseded data were derived. AI0671 AI0671_MARKER: DB = BENCH MARK DISK AI0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0671_STAMPING: X 109 1935 RESET 1956 AI0671_MARK LOGO: CGS AI0671_MAGNETIC: N = NO MAGNETIC MATERIAL AI0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0671+STABILITY: SURFACE MOTION AI0671 AI0671 HISTORY - Date Condition Report By AI0671 HISTORY - 1956 MONUMENTED CGS AI0671 AI0671 STATION DESCRIPTION AI0671 AI0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (AKH) AI0671'LOCATED 5.45 MILES (8.77 KM) SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE AI0671'COURTHOUSE IN COLUMBIA, AT A SIDE ROAD LEADING NORTHEAST JUST BEFORE AI0671'REACHING SMILYS STORE ON THE RIGHT. IT IS 53 FEET (16.2 M) NORTH OF AI0671'THE CENTERLINE OF STATE HIGHWAY 13, 59 FEET (18.0 M) SOUTH OF THE AI0671'CENTER OF THE OLD HIGHWAY, 47 FEET (14.3 M) WEST OF THE CENTER OF THE AI0671'SIDEROAD LEADING NORTHEAST AND 18 FEET (5.5 M) WEST OF A TELEPHONE AI0671'POLE. A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AI0671'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0953 *********************************************************************** BV0953 DESIGNATION - Z 150 RESET 1962 BV0953 PID - BV0953 BV0953 STATE/COUNTY- MS/MARION BV0953 USGS QUAD - BAXTERVILLE SW (1982) BV0953 BV0953 *CURRENT SURVEY CONTROL BV0953 ___________________________________________________________________ BV0953* NAD 83(1986)- 31 01 26. (N) 089 44 26. (W) SCALED BV0953* NAVD 88 - 33.51 (+/-2cm) 109.9 (feet) VERTCON BV0953 ___________________________________________________________________ BV0953 GEOID HEIGHT- -27.69 (meters) GEOID99 BV0953 BV0953 VERT ORDER - THIRD (See Below) BV0953 BV0953.The horizontal coordinates were scaled from a topographic map and have BV0953.an estimated accuracy of +/- 6 seconds. BV0953 BV0953.The NAVD 88 height was computed by applying the VERTCON shift value to BV0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0953.The vertical order pertains to the superseded datum. BV0953 BV0953.The geoid height was determined by GEOID99. BV0953 BV0953; North East Units Estimated Accuracy BV0953;SPC MS W - 169,080. 756,600. MT (+/- 180 meters Scaled) BV0953 BV0953 SUPERSEDED SURVEY CONTROL BV0953 BV0953 NGVD 29 - 33.56 (m) 110.1 (f) RESET 3 BV0953 BV0953.Superseded values are not recommended for survey control. BV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0953.See file dsdata.txt to determine how the superseded data were derived. BV0953 BV0953_MARKER: DB = BENCH MARK DISK BV0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0953_STAMPING: Z 150 RESET 1962 BV0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0953+STABILITY: SURFACE MOTION BV0953 BV0953 HISTORY - Date Condition Report By BV0953 HISTORY - 1962 MONUMENTED CGS BV0953 BV0953 STATION DESCRIPTION BV0953 BV0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 BV0953'1.2 MI N FROM POPLARVILLE. BV0953'1.2 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT BV0953'POPLARVILLE, MARION COUNTY, 12.4 MILES NORTHWEST ALONG A BLACKTOP BV0953'ROAD, 7.1 MILES NORTH ALONG THE RIVER ROAD TO THE MARK ON THE RIGHT, BV0953'1.75 MILES SOUTH OF THE ROSEHILL BAPTIST MISSIONARY CHURCH, IN THE BV0953'SOUTHWEST CORNER OF A CULTIVATED FIELD, 80 FEET NORTH OF A 2-FOOT BV0953'SWEET GUM TREE, 24 FEET NORTH OF THE CENTER OF A PRIVATE ROAD LEADING BV0953'EAST TO A FARMHOUSE, 29 FEET EAST OF THE CENTERLINE OF THE OLD BV0953'HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST. A STANDARD DISK, BV0953'STAMPED Z 150 RESET 1962 AND SET IN THE TOP OF A CONCRETE POST BV0953'PROJECTING 4 INCHES.