1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BV1824 *********************************************************************** BV1824 FBN - This is a Federal Base Network Control Station. BV1824 DESIGNATION - RUTH RESET BV1824 PID - BV1824 BV1824 STATE/COUNTY- MS/PERRY BV1824 USGS QUAD - RICHTON (1964) BV1824 BV1824 *CURRENT SURVEY CONTROL BV1824 ___________________________________________________________________ BV1824* NAD 83(1993)- 31 21 17.85874(N) 088 56 09.37940(W) ADJUSTED BV1824* NAVD 88 - 50.905 (meters) 167.01 (feet) ADJUSTED BV1824 ___________________________________________________________________ BV1824 X - 101,238.577 (meters) COMP BV1824 Y - -5,450,697.648 (meters) COMP BV1824 Z - 3,299,577.148 (meters) COMP BV1824 LAPLACE CORR- -1.27 (seconds) DEFLEC99 BV1824 ELLIP HEIGHT- 23.98 (meters) (09/12/01) GPS OBS BV1824 GEOID HEIGHT- -26.89 (meters) GEOID99 BV1824 DYNAMIC HT - 50.843 (meters) 166.81 (feet) COMP BV1824 MODELED GRAV- 979,423.3 (mgal) NAVD 88 BV1824 BV1824 HORZ ORDER - B BV1824 VERT ORDER - SECOND CLASS II BV1824 ELLP ORDER - THIRD CLASS I BV1824 BV1824.The horizontal coordinates were established by GPS observations BV1824.and adjusted by the National Geodetic Survey in January 1994. BV1824 BV1824.The orthometric height was determined by differential leveling BV1824.and adjusted by the National Geodetic Survey in May 1996. BV1824.WARNING-GPS observations at this control monument resulted in a GPS BV1824.derived orthometric height which differed from the leveled height by BV1824.more than one decimeter (0.1 meter). BV1824 BV1824.The X, Y, and Z were computed from the position and the ellipsoidal ht. BV1824 BV1824.The Laplace correction was computed from DEFLEC99 derived deflections. BV1824 BV1824.The ellipsoidal height was determined by GPS observations BV1824.and is referenced to NAD 83. BV1824 BV1824.The geoid height was determined by GEOID99. BV1824 BV1824.The dynamic height is computed by dividing the NAVD 88 BV1824.geopotential number by the normal gravity value computed on the BV1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1824.degrees latitude (g = 980.6199 gals.). BV1824 BV1824.The modeled gravity was interpolated from observed gravity values. BV1824 BV1824; North East Units Scale Converg. BV1824;SPC MS E - 205,634.708 290,237.719 MT 0.99995118 -0 03 12.2 BV1824;UTM 16 - 3,470,560.733 315,855.497 MT 1.00001826 -1 00 27.5 BV1824 BV1824: Primary Azimuth Mark Grid Az BV1824:SPC MS E - RICHTON MUNICIPAL TANK 229 25 25.3 BV1824:UTM 16 - RICHTON MUNICIPAL TANK 230 22 40.6 BV1824 BV1824|---------------------------------------------------------------------| BV1824| PID Reference Object Distance Geod. Az | BV1824| dddmmss.s | BV1824| CG2971 RUTH RM 3 23.589 METERS 17709 | BV1824| CG2970 RUTH RM 2 31.657 METERS 17815 | BV1824| BV1523 RICHTON MUNICIPAL TANK APPROX. 0.7 KM 2292213.1 | BV1824| CG2969 RUTH RM 1 27.934 METERS 24723 | BV1824|---------------------------------------------------------------------| BV1824 BV1824 SUPERSEDED SURVEY CONTROL BV1824 BV1824 NAD 83(1993)- 31 21 17.87397(N) 088 56 09.37628(W) AD( ) 1 BV1824 ELLIP H (01/12/94) 24.04 (m) GP( ) 4 1 BV1824 NAD 83(1993)- 31 21 17.87145(N) 088 56 09.37648(W) AD( ) 2 BV1824 NAD 83(1986)- 31 21 17.87397(N) 088 56 09.37628(W) AD( ) 2 BV1824 NAD 27 - 31 21 17.23500(N) 088 56 09.19100(W) AD( ) 2 BV1824 NAVD 88 (04/06/99) 50.91 (m) 167.0 (f) LEVELING 3 BV1824 NGVD 29 (07/21/95) 50.88 (m) 166.9 (f) LEVELING 3 BV1824 BV1824.Superseded values are not recommended for survey control. BV1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1824.See file dsdata.txt to determine how the superseded data were derived. BV1824 BV1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1585570561(NAD 83) BV1824_MARKER: DS = TRIANGULATION STATION DISK BV1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1824_STAMPING: RUTH 1921 1965 BV1824_MARK LOGO: CGS BV1824_MAGNETIC: N = NO MAGNETIC MATERIAL BV1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1824+STABILITY: SURFACE MOTION BV1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV1824+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1999 BV1824 BV1824 HISTORY - Date Condition Report By BV1824 HISTORY - 1965 MONUMENTED CGS BV1824 HISTORY - 1965 SEE DESCRIPTION CGS BV1824 HISTORY - 1965 GOOD CGS BV1824 HISTORY - 19870211 GOOD MSHD BV1824 HISTORY - 19921119 GOOD MSHD BV1824 HISTORY - 19930506 GOOD BV1824 HISTORY - 19940220 GOOD NOS BV1824 HISTORY - 19980127 GOOD NGS BV1824 HISTORY - 19980209 GOOD NGS BV1824 HISTORY - 19991227 GOOD LOCSUR BV1824 HISTORY - 20031105 GOOD DUNGAN BV1824 BV1824 STATION DESCRIPTION BV1824 BV1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH) BV1824'THE STATION WAS VISITED 4-8-65 AND THE STATION UNDERGROUND MARK AND BV1824'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION. THE STATION BV1824'SURFACE MARK AND REFERENCE MARK NO. 2 WERE DESTROYED PRIOR TO THIS BV1824'DATE. A NEW SURFACE MARK WAS ESTABLISHED OVER THE STATION BV1824'UNDERGROUND MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS BV1824'DATE. A NEW DESCRIPTION FOLLOWS-- BV1824' BV1824'THE STATION IS LOCATED AT THE NORTH EDGE OF THE VILLAGE OF RICHTON, BV1824'0.3 MILE NORTH ALONG THE GULF MOBILE AND OHIO RAILROAD TRACKS, WEST BV1824'OF AND BETWEEN THE CAREY CHEVROLET CO. BUILDING AND THE TRACKS, BV1824'35.4 FEET E OF EAST RAIL OF TRACKS, 31.5 FEET W OF WEST WALL OF THE BV1824'CONCRETE BLOCK BUILDING OF THE CAREY CHEVROLET GARAGE, 50.5 BV1824'FEET S OF A TELEPHONE POLE NO. 5002, 103 FEET N OF TELEPHONE POLE BV1824'NO. 5003, 3 FEET E OF THE ROW OF TELEPHONE BV1824'POLES, 1 FOOT NE OF A METAL WITNESS POST. IT IS A BV1824'STANDARD DISK STAMPED RUTH 1921 1965, PROJECTS 6-INCHES. BV1824' BV1824'REFERENCE MARK NO. 1 IS 91.65 FEET WSW OF STATION, 52 FEET W OF WEST BV1824'RAIL OF TRACKS, 26 FEET S OF A FENCE CORNER, 1 FOOT E OF A FENCE BV1824'CORNER. IT IS A STANDARD DISK STAMPED RUTH NO. 1, FLUSH WITH BV1824'GROUND. BV1824' BV1824'REFERENCE MARK NO. 3 IS 77.42 FEET S OF THE STATION, 35.4 FEET E OF BV1824'THE EAST RAIL OF THE TRACKS, 27.5 FEET NNW OF TELEPHONE POLE NO. BV1824'5003, 3 FEET W OF THE NORTHWEST CORNER OF THE SW WING OF THE GARAGE BV1824'AND ON THE PROJECTED PLANE OF THE NORTH WALL OF THE WING, 1 FOOT BV1824'NE OF A METAL WITNESS POST. IT IS A STANDARD DISK STAMPED RUTH NO. BV1824'3 1921 1965, PROJECTS 8-INCHES. BV1824' BV1824'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3 IS BV1824'97.85 FEET. BV1824' BV1824'STATION CASING IS USED AS THE AZIMUTH MARK FOR THE STATION. IT IS BV1824'CURRENTLY BLOCKED BY A TELEPHONE POLE. IT IS 950.58 FEET N OF BV1824'STATION ON THE EXTENSION OF THE FORWARD TANGENT OF THE EAST RAIL, 1 BV1824'FOOT E OF A METAL WITNESS POST. IT IS A STANDARD DISK STAMPED BV1824'CASING 1921, PROJECTS 3-INCHES. BV1824' BV1824'TO REACH THE STATION FROM THE POST OFFICE AND CITY HALL IN RICHTON, BV1824'GO NORTH FOR 0.4 MILE TO A SIDE STREET, TURN LEFT CROSSING TRACKS, BV1824'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE RIGHT BV1824'BETWEEN RAILROAD TRACKS AND THE CAREY CHEVROLET CO. BV1824 BV1824 STATION RECOVERY (1987) BV1824 BV1824'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987 BV1824'MARK IS LOCATED 0.35 KM (0.20 MI) NORTH OF THE CENTER OF RICHTON ON BV1824'THE EAST SIDE OF AN ABANDONED RAILROAD BED IN SECTION 31, T5N, R9W. BV1824'TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 BV1824'FOR 0.56 KM (0.35 MI) TO THE MARK OF THE LEFT JUST BEYOND THE JUNCTION BV1824'OF STATE HIGHWAY 42, IT IS ON THE PROPERTY OF THE GREEN LIGHT PARTS BV1824'AND SERVICE CO. MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND BV1824'CONCRETE POST. IT IS 48.16 M (158.0 FT) WEST OF THE CENTER HIGHWAY BV1824'15, 32.00 M (105.0 FT) NORTH OF A POLE WITH GUY WIRES, 21.03 M BV1824'(69.0 FT) EAST OF CENTER BLACKTOP ROAD, 11.58 M (38.0 FT) EAST OF THE BV1824'CENTER OLD RAILROAD BED, 10.21 M (33.5 FT) SOUTH SOUTHWEST OF BV1824'SOUTHWEST CORNER OF A METAL BUILDING, 9.60 M (31.5 FT) WEST OF THE BV1824'WEST EDGE OF A CONCRETE PARKING AREA, 3.81 M (12.5 FT) SOUTH OF THE BV1824'PROJECTED PLANE OF THE SOUTH WALL OF THE METAL BUILDING, 0.30 M BV1824'(1.0 FT) SOUTH OF A WITNESS POST AND PROJECTING 1 INCH ABOVE GROUND. BV1824 BV1824 STATION RECOVERY (1992) BV1824 BV1824'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 BV1824'STATION IS LOCATED 0.2 MI (0.3 KM) NORTH OF THE CENTER OF RICHTON, ON BV1824'THE EAST SIDE OF ABANDON RAILROAD BED, IN SECTION 31, T 5N, R 9W. BV1824'TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 BV1824'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, JUST BEYOND THE BV1824'JUNCTION OF STATE HIGHWAY 42 EAST. BV1824'STATION IS A STANDARD DISK, STAMPED---RUTH 1921 1965---SET IN TOP OF A BV1824'ROUND CONCRETE MONUMENT, PROJECTING 1-INCH ABOVE GROUND. IT IS 158.0 BV1824'FT (48.2 M) WEST OF THE CENTER OF HIGHWAY 15, 105.0 FT (32.0 M) NORTH BV1824'OF POWER POLE WITH GUY WIRES, 69.0 FT (21.0 M) EAST OF THE CENTER OF BV1824'PAVED ROAD, 33.5 FT (10.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER BV1824'OF METAL BUILDING, 31.5 FT (9.6 M) WEST OF THE WEST EDGE OF CONCRETE BV1824'PARKING AREA, 12.5 FT (3.8 M) SOUTH OF THE PROJECTED PLANE OF SOUTH BV1824'SIDE OF METAL BUILDING AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE BV1824'WITNESS POST. BV1824 BV1824 STATION RECOVERY (1993) BV1824 BV1824'RECOVERED 1993 BV1824'RECOVERED IN GOOD CONDITION. BV1824 BV1824 STATION RECOVERY (1994) BV1824 BV1824'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM) BV1824'RECOVERED AS DESCRIBED. BV1824 BV1824 STATION RECOVERY (1998) BV1824 BV1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) BV1824'THE STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) NORTH OF THE CENTER OF BV1824'RICHTON, ON THE EAST SIDE OF AN ABANDONED RAILROAD BED, NEAR THE BV1824'JUNCTION OF STATE HIGHWAYS 15 NORTH AND 42 EAST, IN A GRASS AREA NEAR BV1824'THE WEST EDGE OF A CONCRETE PARKING LOT ON THE SOUTH SIDE OF A LARGE BV1824'GRAY METAL BUILDING WITH A SIGN MARKED WALCO. OWNERSHIP--CITY OF BV1824'RICHTON. STATION IS 48.2 M (158.1 FT) WEST OF THE CENTER OF HIGHWAY BV1824'15, 32.0 M (105.0 FT) NORTH OF A UTILITY POLE WITH 3 GUY WIRES, 21.0 M BV1824'(68.9 FT) EAST OF THE CENTER OF EXPRESS ST, 10.1 M (33.1 FT) BV1824'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL WALCO BUILDING, BV1824'9.5 M (31.2 FT) WEST OF THE WEST EDGE OF THE CONCRETE PARKING LOT, 3.5 BV1824'M (11.5 FT) SOUTH OF THE EXTENDED SOUTH SIDE OF THE METAL BUILDING, BV1824'ABOUT LEVEL WITH THE PARKING LOT AND FLUSH WITH GROUND. BV1824 BV1824 STATION RECOVERY (1998) BV1824 BV1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) BV1824'RECOVERED AS DESCRIBED. BV1824 BV1824 STATION RECOVERY (1999) BV1824 BV1824'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DG) BV1824'RECOVERED AS DESCRIBED. BV1824 BV1824 STATION RECOVERY (2003) BV1824 BV1824'RECOVERY NOTE BY DUNGAN ENGINEERING 2003 (NB) BV1824'RECOVERED IN GOOD CONDITION.