1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0572 *********************************************************************** BV0572 CBN - This is a Cooperative Base Network Control Station. BV0572 DESIGNATION - A 158 RESET BV0572 PID - BV0572 BV0572 STATE/COUNTY- MS/PERRY BV0572 USGS QUAD - OVETT SE (1985) BV0572 BV0572 *CURRENT SURVEY CONTROL BV0572 ___________________________________________________________________ BV0572* NAD 83(1993)- 31 21 48.20721(N) 089 06 39.80575(W) ADJUSTED BV0572* NAVD 88 - 44.4 (meters) 146. (feet) GPS OBS BV0572 ___________________________________________________________________ BV0572 X - 84,571.025 (meters) COMP BV0572 Y - -5,450,489.891 (meters) COMP BV0572 Z - 3,300,372.040 (meters) COMP BV0572 LAPLACE CORR- -1.09 (seconds) DEFLEC99 BV0572 ELLIP HEIGHT- 17.70 (meters) GPS OBS BV0572 GEOID HEIGHT- -26.68 (meters) GEOID99 BV0572 BV0572 HORZ ORDER - B BV0572 VERT ORDER - THIRD (See Below) BV0572 ELLP ORDER - FOURTH CLASS II BV0572 BV0572.The horizontal coordinates were established by GPS observations BV0572.and adjusted by the National Geodetic Survey in February 2002. BV0572 BV0572.The orthometric height was determined by GPS observations and a BV0572.high-resolution geoid model. BV0572.The vertical order pertains to the superseded datum. BV0572 BV0572.The X, Y, and Z were computed from the position and the ellipsoidal ht. BV0572 BV0572.The Laplace correction was computed from DEFLEC99 derived deflections. BV0572 BV0572.The ellipsoidal height was determined by GPS observations BV0572.and is referenced to NAD 83. BV0572 BV0572.The geoid height was determined by GEOID99. BV0572 BV0572; North East Units Scale Converg. BV0572;SPC MS E - 206,598.137 273,578.579 MT 0.99995861 -0 08 40.4 BV0572;UTM 16 - 3,471,801.640 299,213.003 MT 1.00009728 -1 05 56.8 BV0572 BV0572 SUPERSEDED SURVEY CONTROL BV0572 BV0572 ELLIP HT - 17.69 (m) GP( ) 4 1 BV0572 NGVD 29 - 44.49 (m) 146.0 (f) RESET 3 BV0572 BV0572.Superseded values are not recommended for survey control. BV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0572.See file dsdata.txt to determine how the superseded data were derived. BV0572 BV0572_MARKER: DB = BENCH MARK DISK BV0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0572_STAMPING: A 158 RESET 1955 BV0572_MARK LOGO: CGS BV0572_MAGNETIC: N = NO MAGNETIC MATERIAL BV0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0572+STABILITY: SURFACE MOTION BV0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV0572+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000 BV0572 BV0572 HISTORY - Date Condition Report By BV0572 HISTORY - 1955 MONUMENTED CGS BV0572 HISTORY - 1957 GOOD NGS BV0572 HISTORY - 20000601 GOOD NGS BV0572 BV0572 STATION DESCRIPTION BV0572 BV0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 BV0572'0.85 MI S FROM RUNNELSTOWN. BV0572'LOCATED 0.85 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION WITH BV0572'STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, ACROSS THE ROAD BV0572'FROM AN UNPAINTED HOUSE WITH A LARGE LIVE OAK TREE IN THE FRONT YARD. BV0572'IT IS 39.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 29, 17 FEET BV0572'SOUTH OF A FENCE CORNER, 120 FEET SOUTH OF POWER POLE NO. 8 1/2 WHERE BV0572'THE WIRES CROSS THE ROAD DIAGONALLY AND 53 FEET SOUTHEAST OF A PECAN BV0572'TREE. IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST. NOTE-- BV0572'THE MARK WAS STAMPED A 159 RESET 1955. BV0572 BV0572 STATION RECOVERY (2000) BV0572 BV0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 BV0572'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST OF HATTIESBURG, MS, BV0572'AND SOUTH OF RUNNELSTOWN ON MS ROUTE 29. TO REACH THE STATION FROM BV0572'THE INTERSECTION OF ROUTE 42 AND ROUTE 29 IN RUNNELSTOWN, DRIVE SOUTH BV0572'ON RTE 29 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, IN THE FENCE BV0572'LINE MARKING THE WEST ROW OF THE HWY. THE STATION IS 40 FT (12.2 M) BV0572'WEST OF THE CENTERLINE OF RTE 29, 9 FT (2.7 M) SOUTH OF THE FENCE BV0572'CORNER, 1 FT (0.3 M) NORTH OF A 0.5 FT (15.2 CM) DIAMETER CREOSOTE BV0572'FENCE POST, 1 FT (0.3 M) WEST OF A METAL WITNESS POST, AND ABOUT 2 FT BV0572'(0.6 M) ABOVE THE LEVEL OF THE HWY. THE MARK IS SET IN THE TOP OF A 1 BV0572'FT (0.3 M) DIAMETER ROUND CONCRETE MONUMENT ABOUT 0.1 FT (3.0 CM) BV0572'BELOW THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0788 *********************************************************************** BV0788 DESIGNATION - B 142 RESET 1959 BV0788 PID - BV0788 BV0788 STATE/COUNTY- MS/PERRY BV0788 USGS QUAD - NEW AUGUSTA (1983) BV0788 BV0788 *CURRENT SURVEY CONTROL BV0788 ___________________________________________________________________ BV0788* NAD 83(1986)- 31 10 59. (N) 089 02 12. (W) SCALED BV0788* NAVD 88 - 70.46 (+/-2cm) 231.2 (feet) VERTCON BV0788 ___________________________________________________________________ BV0788 GEOID HEIGHT- -27.32 (meters) GEOID99 BV0788 BV0788 VERT ORDER - THIRD (See Below) BV0788 BV0788.The horizontal coordinates were scaled from a topographic map and have BV0788.an estimated accuracy of +/- 6 seconds. BV0788 BV0788.The NAVD 88 height was computed by applying the VERTCON shift value to BV0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0788.The vertical order pertains to the superseded datum. BV0788 BV0788.The geoid height was determined by GEOID99. BV0788 BV0788; North East Units Estimated Accuracy BV0788;SPC MS E - 186,590. 280,620. MT (+/- 180 meters Scaled) BV0788 BV0788 SUPERSEDED SURVEY CONTROL BV0788 BV0788 NGVD 29 - 70.47 (m) 231.2 (f) RESET 3 BV0788 BV0788.Superseded values are not recommended for survey control. BV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0788.See file dsdata.txt to determine how the superseded data were derived. BV0788 BV0788_MARKER: DB = BENCH MARK DISK BV0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0788_STAMPING: B 142 RESET 1959 BV0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0788+STABILITY: SURFACE MOTION BV0788 BV0788 HISTORY - Date Condition Report By BV0788 HISTORY - 1959 MONUMENTED CGS BV0788 BV0788 STATION DESCRIPTION BV0788 BV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 BV0788'1.35 MI S FROM NEW AUGUSTA. BV0788'LOCATED 1.35 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE IN BV0788'NEW AUGUSTA, 0.15 MILE SOUTHWEST OF A CEMETERY, IN THE SOUTHWEST ANGLE BV0788'OF THE JUNCTION WITH A PRIVATE ROAD LEADING WEST WHICH IS ABOUT 75 BV0788'YARDS SOUTHWEST OF THE JUNCTION WITH THE OLD ROAD LEADING NORTHEAST TO BV0788'THE CEMETERY. IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 BV0788'FEET SOUTH OF THE CENTER OF THE PRIVATE ROAD LEADING WEST AND 1 FOOT BV0788'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP BV0788'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0569 *********************************************************************** BV0569 DESIGNATION - C 158 RESET 1958 BV0569 PID - BV0569 BV0569 STATE/COUNTY- MS/PERRY BV0569 USGS QUAD - OVETT SE (1985) BV0569 BV0569 *CURRENT SURVEY CONTROL BV0569 ___________________________________________________________________ BV0569* NAD 83(1986)- 31 19 54. (N) 089 06 14. (W) SCALED BV0569* NAVD 88 - 44.65 (+/-2cm) 146.5 (feet) VERTCON BV0569 ___________________________________________________________________ BV0569 GEOID HEIGHT- -26.77 (meters) GEOID99 BV0569 BV0569 VERT ORDER - THIRD (See Below) BV0569 BV0569.The horizontal coordinates were scaled from a topographic map and have BV0569.an estimated accuracy of +/- 6 seconds. BV0569 BV0569.The NAVD 88 height was computed by applying the VERTCON shift value to BV0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0569.The vertical order pertains to the superseded datum. BV0569 BV0569.The geoid height was determined by GEOID99. BV0569 BV0569; North East Units Estimated Accuracy BV0569;SPC MS E - 203,080. 274,250. MT (+/- 180 meters Scaled) BV0569 BV0569 SUPERSEDED SURVEY CONTROL BV0569 BV0569 NGVD 29 - 44.66 (m) 146.5 (f) RESET 3 BV0569 BV0569.Superseded values are not recommended for survey control. BV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0569.See file dsdata.txt to determine how the superseded data were derived. BV0569 BV0569_MARKER: DB = BENCH MARK DISK BV0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0569_STAMPING: C 158 RESET 1958 BV0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0569+STABILITY: SURFACE MOTION BV0569 BV0569 HISTORY - Date Condition Report By BV0569 HISTORY - 1958 MONUMENTED CGS BV0569 BV0569 STATION DESCRIPTION BV0569 BV0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0569'3.05 MI S FROM RUNNELSTOWN. BV0569'3.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM ITS JUNCTION WITH STATE BV0569'HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, IN THE NORTHWEST CORNER BV0569'OF THE FRONT YARD OF THE HOUSE OWNED BY MR. D. H. CARTER, 52 FEET EAST BV0569'OF THE CENTERLINE OF STATE HIGHWAY 29, 135 FEET NORTHWEST OF THE BV0569'NORTHWEST CORNER OF THE CARTER HOUSE, 75 FEET NORTH OF THE NORTH BV0569'DRIVEWAY LEADING TO THE CARTER HOUSE, 96 FEET SOUTHWEST OF A FENCE BV0569'LINE, 98 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND 61 BV0569'FEET WEST OF A POWER POLE WITH WIRES LEADING TO THE CARTER HOUSE. THE BV0569'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 BV0569'INCHES AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0567 *********************************************************************** BV0567 DESIGNATION - D 158 RESET 1958 BV0567 PID - BV0567 BV0567 STATE/COUNTY- MS/PERRY BV0567 USGS QUAD - OVETT SE (1985) BV0567 BV0567 *CURRENT SURVEY CONTROL BV0567 ___________________________________________________________________ BV0567* NAD 83(1986)- 31 19 04. (N) 089 06 00. (W) SCALED BV0567* NAVD 88 - 41.95 (+/-2cm) 137.6 (feet) VERTCON BV0567 ___________________________________________________________________ BV0567 GEOID HEIGHT- -26.82 (meters) GEOID99 BV0567 BV0567 VERT ORDER - THIRD (See Below) BV0567 BV0567.The horizontal coordinates were scaled from a topographic map and have BV0567.an estimated accuracy of +/- 6 seconds. BV0567 BV0567.The NAVD 88 height was computed by applying the VERTCON shift value to BV0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0567.The vertical order pertains to the superseded datum. BV0567 BV0567.The geoid height was determined by GEOID99. BV0567 BV0567; North East Units Estimated Accuracy BV0567;SPC MS E - 201,540. 274,620. MT (+/- 180 meters Scaled) BV0567 BV0567 SUPERSEDED SURVEY CONTROL BV0567 BV0567 NGVD 29 - 41.96 (m) 137.7 (f) RESET 3 BV0567 BV0567.Superseded values are not recommended for survey control. BV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0567.See file dsdata.txt to determine how the superseded data were derived. BV0567 BV0567_MARKER: DB = BENCH MARK DISK BV0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0567_STAMPING: D 158 RESET 1958 BV0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0567+STABILITY: SURFACE MOTION BV0567 BV0567 HISTORY - Date Condition Report By BV0567 HISTORY - 1958 MONUMENTED CGS BV0567 BV0567 STATION DESCRIPTION BV0567 BV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0567'4.05 MI S FROM RUNNELSTOWN. BV0567'4.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM ITS JUNCTION WITH STATE BV0567'HIGHWAY 42 AT THE HIGH SCHOOL AT RUNNELSTOWN, IN THE NORTHEAST ANGLE BV0567'OF THE JUNCTION WITH A SIDE ROAD LEADING EAST AND ABOUT 200 FEET EAST BV0567'AND ACROSS THE HIGHWAY FROM A WHITE HOUSE WITH RED TRIM. IT IS 50 BV0567'FEET EAST OF THE CENTER OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER OF BV0567'THE ROAD LEADING EAST, 1.0 FOOT SOUTH OF A FENCE CORNER, AND 1.0 FOOT BV0567'SOUTH OF A FENCE LINE. THE DISK IS SET IN THE TOP OF A 12-INCH ROUND BV0567'CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0757 *********************************************************************** BV0757 DESIGNATION - F 142 RESET 1958 BV0757 PID - BV0757 BV0757 STATE/COUNTY- MS/PERRY BV0757 USGS QUAD - BROOKLYN (1983) BV0757 BV0757 *CURRENT SURVEY CONTROL BV0757 ___________________________________________________________________ BV0757* NAD 83(1986)- 31 03 27. (N) 089 07 43. (W) SCALED BV0757* NAVD 88 - 42.29 (+/-2cm) 138.7 (feet) VERTCON BV0757 ___________________________________________________________________ BV0757 GEOID HEIGHT- -27.77 (meters) GEOID99 BV0757 BV0757 VERT ORDER - THIRD (See Below) BV0757 BV0757.The horizontal coordinates were scaled from a topographic map and have BV0757.an estimated accuracy of +/- 6 seconds. BV0757 BV0757.The NAVD 88 height was computed by applying the VERTCON shift value to BV0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0757.The vertical order pertains to the superseded datum. BV0757 BV0757.The geoid height was determined by GEOID99. BV0757 BV0757; North East Units Estimated Accuracy BV0757;SPC MS E - 172,690. 271,820. MT (+/- 180 meters Scaled) BV0757 BV0757 SUPERSEDED SURVEY CONTROL BV0757 BV0757 NGVD 29 - 42.31 (m) 138.8 (f) RESET 3 BV0757 BV0757.Superseded values are not recommended for survey control. BV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0757.See file dsdata.txt to determine how the superseded data were derived. BV0757 BV0757_MARKER: DB = BENCH MARK DISK BV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0757_STAMPING: F 142 RESET 1958 BV0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0757+STABILITY: SURFACE MOTION BV0757 BV0757 HISTORY - Date Condition Report By BV0757 HISTORY - 1958 MONUMENTED CGS BV0757 BV0757 STATION DESCRIPTION BV0757 BV0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0757'4.25 MI E FROM BROOKLYN. BV0757'LOCATED 4.25 MILES EAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE POST BV0757'OFFICE AT BROOKLYN, IN THE FRONT YARD OF AN UNPAINTED HOUSE WHICH IS BV0757'NORTH AND ACROSS THE ROAD FROM AN OLD BARN. IT IS 30 FEET NORTH OF BV0757'THE CENTER OF THE ROAD, 25 FEET EAST OF A 3-FOOT OAK TREE, 37 FEET BV0757'SOUTHEAST CORNER OF THE HOUSE, 30.5 FEET SOUTHEAST OF THE SOUTHWEST BV0757'CORNER OF THE HOUSE, 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BV0757'BARN, 1 FOOT SOUTH OF A FENCE LINE, AND 4 FEET WEST OF THE WEST SIDE BV0757'OF A GATE LEADING TO THE HOUSE. IT IS A STANDARD DISK SET IN THE TOP BV0757'OF A 10-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL BV0757'WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0759 *********************************************************************** BV0759 DESIGNATION - G 142 RESET 1956 BV0759 PID - BV0759 BV0759 STATE/COUNTY- MS/PERRY BV0759 USGS QUAD - JANICE (1983) BV0759 BV0759 *CURRENT SURVEY CONTROL BV0759 ___________________________________________________________________ BV0759* NAD 83(1986)- 31 03 08. (N) 089 06 44. (W) SCALED BV0759* NAVD 88 - 45.57 (+/-2cm) 149.5 (feet) VERTCON BV0759 ___________________________________________________________________ BV0759 GEOID HEIGHT- -27.80 (meters) GEOID99 BV0759 BV0759 VERT ORDER - THIRD (See Below) BV0759 BV0759.The horizontal coordinates were scaled from a topographic map and have BV0759.an estimated accuracy of +/- 6 seconds. BV0759 BV0759.The NAVD 88 height was computed by applying the VERTCON shift value to BV0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0759.The vertical order pertains to the superseded datum. BV0759 BV0759.The geoid height was determined by GEOID99. BV0759 BV0759; North East Units Estimated Accuracy BV0759;SPC MS E - 172,100. 273,380. MT (+/- 180 meters Scaled) BV0759 BV0759 SUPERSEDED SURVEY CONTROL BV0759 BV0759 NGVD 29 - 45.59 (m) 149.6 (f) RESET 3 BV0759 BV0759.Superseded values are not recommended for survey control. BV0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0759.See file dsdata.txt to determine how the superseded data were derived. BV0759 BV0759_MARKER: DB = BENCH MARK DISK BV0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0759_STAMPING: G 142 RESET 1956 BV0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0759+STABILITY: SURFACE MOTION BV0759 BV0759 HISTORY - Date Condition Report By BV0759 HISTORY - 1956 MONUMENTED CGS BV0759 HISTORY - 1958 GOOD NGS BV0759 BV0759 STATION DESCRIPTION BV0759 BV0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 BV0759'5.2 MI E FROM BROOKLYN. BV0759'LOCATED 5.2 MILES EAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE POST BV0759'OFFICE IN BROOKLYN, 0.5 MILE EAST OF A SIDE ROAD LEADING EAST AND ON BV0759'PROPERTY OF MR. COBAN. IT IS 121 FEET WEST OF THE SOUTHWEST CORNER OF BV0759'THE HOUSE, 36 FEET NORTH OF THE CENTER OF THE ROAD, 76 FEET BV0759'NORTH-NORTHWEST OF THE POWER POLE WITH A TRANSFORMER, 46 FEET SOUTH OF BV0759'A 4-FOOT OAK TREE, AND 81 FEET WEST-SOUTHWEST OF A POWER POLE IN THE BV0759'YARD WEST OF THE HOUSE. IT IS A STANDARD DISK SET IN THE TOP OF A BV0759'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT 1 FOOT ABOVE BV0759'THE LEVEL OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0563 *********************************************************************** BV0563 DESIGNATION - G 158 RESET 1958 BV0563 PID - BV0563 BV0563 STATE/COUNTY- MS/PERRY BV0563 USGS QUAD - OVETT SE (1985) BV0563 BV0563 *CURRENT SURVEY CONTROL BV0563 ___________________________________________________________________ BV0563* NAD 83(1986)- 31 16 07. (N) 089 04 32. (W) SCALED BV0563* NAVD 88 - 44.71 (+/-2cm) 146.7 (feet) VERTCON BV0563 ___________________________________________________________________ BV0563 GEOID HEIGHT- -26.99 (meters) GEOID99 BV0563 BV0563 VERT ORDER - THIRD (See Below) BV0563 BV0563.The horizontal coordinates were scaled from a topographic map and have BV0563.an estimated accuracy of +/- 6 seconds. BV0563 BV0563.The NAVD 88 height was computed by applying the VERTCON shift value to BV0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0563.The vertical order pertains to the superseded datum. BV0563 BV0563.The geoid height was determined by GEOID99. BV0563 BV0563; North East Units Estimated Accuracy BV0563;SPC MS E - 196,080. 276,930. MT (+/- 180 meters Scaled) BV0563 BV0563 SUPERSEDED SURVEY CONTROL BV0563 BV0563 NGVD 29 - 44.72 (m) 146.7 (f) RESET 3 BV0563 BV0563.Superseded values are not recommended for survey control. BV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0563.See file dsdata.txt to determine how the superseded data were derived. BV0563 BV0563_MARKER: DB = BENCH MARK DISK BV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0563_STAMPING: G 158 RESET 1958 BV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0563+STABILITY: SURFACE MOTION BV0563 BV0563 HISTORY - Date Condition Report By BV0563 HISTORY - 1958 MONUMENTED CGS BV0563 BV0563 STATION DESCRIPTION BV0563 BV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0563'5.75 MI N FROM NEW AUGUSTA. BV0563'5.75 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW BV0563'AUGUSTA, IN THE PINE TIMBER, 75 YARDS BEFORE REACHING THE TOP OF THE BV0563'HILL. IT IS 54 FEET EAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET EAST BV0563'OF A POWER POLE (THE FIRST POLE ON THE EAST SIDE OF THE ROAD GOING BV0563'SOUTH), 26 FEET WEST OF AN 8-INCH BLAZED OAK TREE, AND IN LINE WITH BV0563'THE POWER POLE AND THE ANCHOR WIRE FOR THE POLE. THE DISK IS SET IN BV0563'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT BV0563'LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0561 *********************************************************************** BV0561 DESIGNATION - H 158 RESET 1958 BV0561 PID - BV0561 BV0561 STATE/COUNTY- MS/PERRY BV0561 USGS QUAD - OVETT SE (1985) BV0561 BV0561 *CURRENT SURVEY CONTROL BV0561 ___________________________________________________________________ BV0561* NAD 83(1986)- 31 15 05. (N) 089 04 30. (W) SCALED BV0561* NAVD 88 - 38.38 (+/-2cm) 125.9 (feet) VERTCON BV0561 ___________________________________________________________________ BV0561 GEOID HEIGHT- -27.05 (meters) GEOID99 BV0561 BV0561 VERT ORDER - THIRD (See Below) BV0561 BV0561.The horizontal coordinates were scaled from a topographic map and have BV0561.an estimated accuracy of +/- 6 seconds. BV0561 BV0561.The NAVD 88 height was computed by applying the VERTCON shift value to BV0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0561.The vertical order pertains to the superseded datum. BV0561 BV0561.The geoid height was determined by GEOID99. BV0561 BV0561; North East Units Estimated Accuracy BV0561;SPC MS E - 194,170. 276,980. MT (+/- 180 meters Scaled) BV0561 BV0561 SUPERSEDED SURVEY CONTROL BV0561 BV0561 NGVD 29 - 38.39 (m) 126.0 (f) RESET 3 BV0561 BV0561.Superseded values are not recommended for survey control. BV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0561.See file dsdata.txt to determine how the superseded data were derived. BV0561 BV0561_MARKER: DB = BENCH MARK DISK BV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0561_STAMPING: H 158 RESET 1958 BV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0561+STABILITY: SURFACE MOTION BV0561 BV0561 HISTORY - Date Condition Report By BV0561 HISTORY - 1958 MONUMENTED CGS BV0561 BV0561 STATION DESCRIPTION BV0561 BV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0561'4.5 M I N FROM NEW AUGUSTA. BV0561'4.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW BV0561'AUGUSTA, IN THE SOUTHWEST ANGLE OF THE JUNCTION WITH A DRIVEWAY BV0561'LEADING WEST TO THE GEORGE T. DENNIE, JR., HOUSE AND ACROSS THE ROAD BV0561'AND WEST OF THE NORTH DRIVEWAY LEADING TO A WHITE CHURCH EAST OF THE BV0561'HIGHWAY, 465 FEET WEST OF THE SMALL WHITE CHURCH, 50 FEET WEST OF THE BV0561'CENTER OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER OF THE DRIVEWAY BV0561'LEADING WEST OF THE HOUSE, 4 FEET SOUTH OF A FENCE POST WITH A SMALL BV0561'WITNESS POST SIGN FOR THE MARK, 1.0 FOOT EAST OF A BOARD FENCE AND 200 BV0561'FEET EAST OF THE WHITE HOUSE. THE DISK IS SET IN THE TOP OF A 12-INCH BV0561'ROUND CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0559 *********************************************************************** BV0559 DESIGNATION - J 158 RESET 1958 BV0559 PID - BV0559 BV0559 STATE/COUNTY- MS/PERRY BV0559 USGS QUAD - NEW AUGUSTA (1983) BV0559 BV0559 *CURRENT SURVEY CONTROL BV0559 ___________________________________________________________________ BV0559* NAD 83(1986)- 31 14 17. (N) 089 03 49. (W) SCALED BV0559* NAVD 88 - 36.39 (+/-2cm) 119.4 (feet) VERTCON BV0559 ___________________________________________________________________ BV0559 GEOID HEIGHT- -27.10 (meters) GEOID99 BV0559 BV0559 VERT ORDER - THIRD (See Below) BV0559 BV0559.The horizontal coordinates were scaled from a topographic map and have BV0559.an estimated accuracy of +/- 6 seconds. BV0559 BV0559.The NAVD 88 height was computed by applying the VERTCON shift value to BV0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0559.The vertical order pertains to the superseded datum. BV0559 BV0559.The geoid height was determined by GEOID99. BV0559 BV0559; North East Units Estimated Accuracy BV0559;SPC MS E - 192,690. 278,060. MT (+/- 180 meters Scaled) BV0559 BV0559 SUPERSEDED SURVEY CONTROL BV0559 BV0559 NGVD 29 - 36.40 (m) 119.4 (f) RESET 3 BV0559 BV0559.Superseded values are not recommended for survey control. BV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0559.See file dsdata.txt to determine how the superseded data were derived. BV0559 BV0559_MARKER: DB = BENCH MARK DISK BV0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0559_STAMPING: J 158 RESET 1958 BV0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0559+STABILITY: SURFACE MOTION BV0559 BV0559 HISTORY - Date Condition Report By BV0559 HISTORY - 1958 MONUMENTED CGS BV0559 BV0559 STATION DESCRIPTION BV0559 BV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 BV0559'3.4 MI N FROM NEW AUGUSTA. BV0559'3.4 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW BV0559'AUGUSTA, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A DIM ROAD LEADING BV0559'NORTHEAST AND AT THE OUTSIDE OF A CURVE. IT IS 53 FEET EAST OF THE BV0559'CENTERLINE OF STATE HIGHWAY 29, 81 FEET SOUTH OF THE CENTERLINE OF A BV0559'DIM ROAD LEADING NORTHEAST, AND 2 FEET SOUTHEAST OF A METAL WITNESS BV0559'POST BEARING A WHITE SIGN. THE DISK IS SET IN THE TOP OF A 12-INCH BV0559'ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE BV0559'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0768 *********************************************************************** BV0768 DESIGNATION - K 141 RESET 1963 BV0768 PID - BV0768 BV0768 STATE/COUNTY- MS/PERRY BV0768 USGS QUAD - JANICE (1983) BV0768 BV0768 *CURRENT SURVEY CONTROL BV0768 ___________________________________________________________________ BV0768* NAD 83(1986)- 31 00 30. (N) 089 03 02. (W) SCALED BV0768* NAVD 88 - 45.08 (+/-2cm) 147.9 (feet) VERTCON BV0768 ___________________________________________________________________ BV0768 GEOID HEIGHT- -27.97 (meters) GEOID99 BV0768 BV0768 VERT ORDER - THIRD (See Below) BV0768 BV0768.The horizontal coordinates were scaled from a topographic map and have BV0768.an estimated accuracy of +/- 6 seconds. BV0768 BV0768.The NAVD 88 height was computed by applying the VERTCON shift value to BV0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0768.The vertical order pertains to the superseded datum. BV0768 BV0768.The geoid height was determined by GEOID99. BV0768 BV0768; North East Units Estimated Accuracy BV0768;SPC MS E - 167,220. 279,260. MT (+/- 180 meters Scaled) BV0768 BV0768 SUPERSEDED SURVEY CONTROL BV0768 BV0768 NGVD 29 - 45.09 (m) 147.9 (f) RESET 3 BV0768 BV0768.Superseded values are not recommended for survey control. BV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0768.See file dsdata.txt to determine how the superseded data were derived. BV0768 BV0768_MARKER: DB = BENCH MARK DISK BV0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0768_STAMPING: K 141 RESET 1963 BV0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0768+STABILITY: SURFACE MOTION BV0768 BV0768 HISTORY - Date Condition Report By BV0768 HISTORY - 1963 MONUMENTED CGS BV0768 HISTORY - 1964 GOOD NGS BV0768 BV0768 STATION DESCRIPTION BV0768 BV0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BV0768'13.75 MI N FROM WIGGINS. BV0768'THIS MARK IS LOCATED 13.75 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE BV0768'POST OFFICE IN WIGGINS, 167 FEET NORTHEAST OF THE NORTHEAST CORNER OF BV0768'THE HOUSE OF MR. M.C. DYERS, 129 FEET NORTH OF A 4-FOOT OAK TREE, 65 BV0768'FEET NORTHEAST OF A 3-FOOT LIVE OAK TREE, THE NORTH ONE OF A LINE OF BV0768'OAK TREES, 76 FEET EAST OF THE CENTER OF THE HIGHWAY AT A FENCE BV0768'CORNER, AND JOG IN FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS BV0768'POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 BV0768'INCHES. BV0768 BV0768 STATION RECOVERY (1964) BV0768 BV0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BV0768'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0784 *********************************************************************** BV0784 DESIGNATION - X 141 RESET 1959 BV0784 PID - BV0784 BV0784 STATE/COUNTY- MS/PERRY BV0784 USGS QUAD - NEW AUGUSTA (1983) BV0784 BV0784 *CURRENT SURVEY CONTROL BV0784 ___________________________________________________________________ BV0784* NAD 83(1986)- 31 07 31. (N) 089 01 10. (W) SCALED BV0784* NAVD 88 - 58.34 (+/-2cm) 191.4 (feet) VERTCON BV0784 ___________________________________________________________________ BV0784 GEOID HEIGHT- -27.56 (meters) GEOID99 BV0784 BV0784 VERT ORDER - THIRD (See Below) BV0784 BV0784.The horizontal coordinates were scaled from a topographic map and have BV0784.an estimated accuracy of +/- 6 seconds. BV0784 BV0784.The NAVD 88 height was computed by applying the VERTCON shift value to BV0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0784.The vertical order pertains to the superseded datum. BV0784 BV0784.The geoid height was determined by GEOID99. BV0784 BV0784; North East Units Estimated Accuracy BV0784;SPC MS E - 180,180. 282,250. MT (+/- 180 meters Scaled) BV0784 BV0784 SUPERSEDED SURVEY CONTROL BV0784 BV0784 NGVD 29 - 58.34 (m) 191.4 (f) RESET 3 BV0784 BV0784.Superseded values are not recommended for survey control. BV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0784.See file dsdata.txt to determine how the superseded data were derived. BV0784 BV0784_MARKER: DB = BENCH MARK DISK BV0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0784_STAMPING: X 141 RESET 1959 BV0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0784+STABILITY: SURFACE MOTION BV0784 BV0784 HISTORY - Date Condition Report By BV0784 HISTORY - 1959 MONUMENTED CGS BV0784 BV0784 STATION DESCRIPTION BV0784 BV0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 BV0784'5.7 MI S FROM NEW AUGUSTA. BV0784'LOCATED 5.7 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT BV0784'NEW AUGUSTA, AT THE JUNCTION OF DESOTA NATIONAL FOREST ROAD NO. 304 BV0784'LEADING SOUTHWEST AND A DIM WOODS ROAD LEADING EAST, AT THE NORTH END BV0784'OF A CURVE AND AT THE INSIDE OF A CURVE. IT IS 59 FEET EAST OF THE BV0784'CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER OF THE DIM BV0784'WOODS ROAD LEADING EAST, 68 FEET SOUTHEAST OF THE PROJECTED CENTERLINE BV0784'OF DESOTA NATIONAL FOREST ROAD NO. 304 LEADING SOUTHWEST AND 1 FOOT BV0784'EAST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP BV0784'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI0670 *********************************************************************** AI0670 DESIGNATION - Z 141 RESET AI0670 PID - AI0670 AI0670 STATE/COUNTY- MS/PERRY AI0670 USGS QUAD - NEW AUGUSTA (1983) AI0670 AI0670 *CURRENT SURVEY CONTROL AI0670 ___________________________________________________________________ AI0670* NAD 83(1986)- 31 09 13. (N) 089 01 37. (W) SCALED AI0670* NAVD 88 - 87.92 (+/-2cm) 288.5 (feet) VERTCON AI0670 ___________________________________________________________________ AI0670 GEOID HEIGHT- -27.44 (meters) GEOID99 AI0670 AI0670 VERT ORDER - THIRD (See Below) AI0670 AI0670.The horizontal coordinates were scaled from a topographic map and have AI0670.an estimated accuracy of +/- 6 seconds. AI0670 AI0670.The NAVD 88 height was computed by applying the VERTCON shift value to AI0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AI0670.The vertical order pertains to the superseded datum. AI0670 AI0670.The geoid height was determined by GEOID99. AI0670 AI0670; North East Units Estimated Accuracy AI0670;SPC MS E - 183,320. 281,540. MT (+/- 180 meters Scaled) AI0670 AI0670 SUPERSEDED SURVEY CONTROL AI0670 AI0670 NGVD 29 - 87.92 (m) 288.5 (f) RESET 3 AI0670 AI0670.Superseded values are not recommended for survey control. AI0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI0670.See file dsdata.txt to determine how the superseded data were derived. AI0670 AI0670_MARKER: DB = BENCH MARK DISK AI0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0670_STAMPING: Z 141 RESET 1959 AI0670_MARK LOGO: CGS AI0670_MAGNETIC: N = NO MAGNETIC MATERIAL AI0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0670+STABILITY: SURFACE MOTION AI0670 AI0670 HISTORY - Date Condition Report By AI0670 HISTORY - 1959 MONUMENTED CGS AI0670 AI0670 STATION DESCRIPTION AI0670 AI0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (AKH) AI0670'3.65 MILES (5.87 KM) SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AI0670'AT NEW AUGUSTA, AT THE TOP OF A HILL, AT THE NORTH END OF A CURVE, AND AI0670'AT THE JUNCTION WITH A DIM ABANDONED ROAD LEADING SOUTHWEST. IT IS 80 AI0670'FEET (24.4 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET (6.1 M) AI0670'WEST OF THE CENTER OF THE DIM ROAD LEADING SOUTHWEST, 1.7 FEET (0.5 M) AI0670'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN, 11 FEET (3.4 M) AI0670'SOUTHWEST OF A 10 INCH PINE TREE, AND 7 FEET (2.1 M) NORTHEAST OF TWO AI0670'PINE TREES. IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AI0670'PROJECTING 4 INCHES.