1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1091 *********************************************************************** HD1091 DESIGNATION - BUCK AZ MK 2 HD1091 PID - HD1091 HD1091 STATE/COUNTY- MO/PULASKI HD1091 USGS QUAD - OZARK SPRINGS (1985) HD1091 HD1091 *CURRENT SURVEY CONTROL HD1091 ___________________________________________________________________ HD1091* NAD 83(1997)- 37 47 10.33027(N) 092 16 08.62817(W) ADJUSTED HD1091* NAVD 88 - 342.14 (meters) 1122.5 (feet) RESET HD1091 ___________________________________________________________________ HD1091 LAPLACE CORR- -0.38 (seconds) DEFLEC99 HD1091 GEOID HEIGHT- -30.76 (meters) GEOID99 HD1091 HD1091 HORZ ORDER - THIRD HD1091 VERT ORDER - THIRD HD1091 HD1091.The horizontal coordinates were established by classical geodetic methods HD1091.and adjusted by the National Geodetic Survey in February 2000. HD1091.No horizontal observational check was made to the station. HD1091 HD1091.The orthometric height was computed from unverified reset data. HD1091.No vertical observational check was made to the station. HD1091 HD1091.The Laplace correction was computed from DEFLEC99 derived deflections. HD1091 HD1091.The geoid height was determined by GEOID99. HD1091 HD1091; North East Units Scale Converg. HD1091;SPC MO C - 216,728.630 520,341.135 MT 0.99993843 +0 08 29.4 HD1091;UTM 15 - 4,182,345.762 564,360.583 MT 0.99965102 +0 26 52.3 HD1091 HD1091 SUPERSEDED SURVEY CONTROL HD1091 HD1091 NAD 83(1986)- 37 47 10.34319(N) 092 16 08.62664(W) AD( ) 3 HD1091 NAD 27 - 37 47 10.19539(N) 092 16 08.02028(W) AD( ) 3 HD1091 NGVD 29 (10/29/03) 342.03 (m) 1122.1 (f) RESET 3 HD1091 HD1091.Superseded values are not recommended for survey control. HD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1091.See file dsdata.txt to determine how the superseded data were derived. HD1091 HD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6436182346(NAD 83) HD1091_MARKER: DZ = AZIMUTH MARK DISK HD1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1091_STAMPING: BUCK 1946 AZ 2 1977 HD1091_MARK LOGO: NGS HD1091_MAGNETIC: O = OTHER; SEE DESCRIPTION HD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1091+STABILITY: SURFACE MOTION HD1091 HD1091 HISTORY - Date Condition Report By HD1091 HISTORY - 1977 MONUMENTED NGS HD1091 HISTORY - 19770101 GOOD NGS HD1091 HISTORY - 19770806 GOOD NGS HD1091 HD1091 STATION DESCRIPTION HD1091 HD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) HD1091'TO REACH FROM TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND HD1091'STATE HIGHWAY 17 ABOUT 4.9 MI (7.9 KM) WEST OF WAYNESVILLE, 90 NORTH HD1091'FOR ABOUT 0.15 MI (0.24 KM) TO WITMOR FARM RESTAURANT AND PARK AREA ON HD1091'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, 5 FT (1.5 M) SOUTH OF THE HD1091'SOUTH ONE OF TWO PIPE POLES SUPPORTING A LARGE FINA SIGN AND ABOUT 200 HD1091'FT (61.0 M) SOUTHWEST OF THE WITMOR FARM RESTAURANT REBAR PLACED IN HD1091'CONCRETE POST. HD1091 HD1091 STATION RECOVERY (1977) HD1091 HD1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HD1091'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE HD1091'HIGHWAY 17 ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO NORTH FOR ABOUT HD1091'0.15 MILE TO WITMOR FARM RESTAURANT AND PARKING AREA ON THE RIGHT AND HD1091'THE AZIMUTH MARK ON THE LEFT, 5 FEET SOUTH OF THE SOUTH ONE OF TWO HD1091'PIPE POLES SUPPORTING A LARGE FINA SIGN AND ABOUT 200 FEET SOUTHWEST HD1091'OF THE WITMOR FARM RESTAURANT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1538 *********************************************************************** HD1538 DESIGNATION - BUCK RESET HD1538 PID - HD1538 HD1538 STATE/COUNTY- MO/PULASKI HD1538 USGS QUAD - OZARK SPRINGS (1985) HD1538 HD1538 *CURRENT SURVEY CONTROL HD1538 ___________________________________________________________________ HD1538* NAD 83(1997)- 37 47 06.61529(N) 092 15 39.40495(W) ADJUSTED HD1538* NAVD 88 - 357.96 (meters) 1174.4 (feet) RESET HD1538 ___________________________________________________________________ HD1538 LAPLACE CORR- -0.41 (seconds) DEFLEC99 HD1538 GEOID HEIGHT- -30.76 (meters) GEOID99 HD1538 HD1538 HORZ ORDER - SECOND HD1538 VERT ORDER - THIRD HD1538 HD1538.The horizontal coordinates were established by classical geodetic methods HD1538.and adjusted by the National Geodetic Survey in February 2000. HD1538 HD1538.The orthometric height was computed from unverified reset data. HD1538.No vertical observational check was made to the station. HD1538 HD1538.The Laplace correction was computed from DEFLEC99 derived deflections. HD1538 HD1538.The geoid height was determined by GEOID99. HD1538 HD1538; North East Units Scale Converg. HD1538;SPC MO C - 216,615.897 521,056.432 MT 0.99993879 +0 08 47.3 HD1538;UTM 15 - 4,182,236.886 565,076.267 MT 0.99965216 +0 27 10.2 HD1538 HD1538: Primary Azimuth Mark Grid Az HD1538:SPC MO C - BUCK AZ MK 2 278 57 22.8 HD1538:UTM 15 - BUCK AZ MK 2 278 38 59.9 HD1538 HD1538|---------------------------------------------------------------------| HD1538| PID Reference Object Distance Geod. Az | HD1538| dddmmss.s | HD1538| HD1036 TULSA ST LOUIS AIRWAY BCN 57 APPROX. 6.2 KM 0510618.9 | HD1538| HD1032 WAYNESVILLE MUNICIPAL TANK APPROX. 7.3 KM 0555339.7 | HD1538| HD1033 STATE POLICE RADIO MAST APPROX.10.6 KM 0675629.1 | HD1538| HD1090 BUCK RM 3 24.430 METERS 06900 | HD1538| CQ5785 BUCK RM 1 35.905 METERS 11733 | HD1538| CQ5786 BUCK RM 2 34.710 METERS 21636 | HD1538| HD0143 ERA 1452 APPROX. 0.8 KM 2560958.2 | HD1538| HD1089 BUCK RM 4 19.154 METERS 26117 | HD1538| HD1091 BUCK AZ MK 2 APPROX. 0.7 KM 2790610.1 | HD1538|---------------------------------------------------------------------| HD1538 HD1538 SUPERSEDED SURVEY CONTROL HD1538 HD1538 NAD 83(1986)- 37 47 06.62823(N) 092 15 39.40343(W) AD( ) 2 HD1538 NGVD 29 (10/29/03) 357.85 (m) 1174.0 (f) RESET 3 HD1538 HD1538.Superseded values are not recommended for survey control. HD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1538.See file dsdata.txt to determine how the superseded data were derived. HD1538 HD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6507682237(NAD 83) HD1538_MARKER: DS = TRIANGULATION STATION DISK HD1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1538_STAMPING: BUCK 1946 1977 HD1538_MARK LOGO: CGS HD1538_MAGNETIC: O = OTHER; SEE DESCRIPTION HD1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD1538 HD1538 HISTORY - Date Condition Report By HD1538 HISTORY - 1977 MONUMENTED CGS HD1538 HISTORY - 1977 GOOD NGS HD1538 HISTORY - 19770101 GOOD NGS HD1538 HISTORY - 1981 GOOD NGS HD1538 HD1538 STATION DESCRIPTION HD1538 HD1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 HD1538'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE HD1538'HIGHWAY 17 ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05 HD1538'MILE TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, TURN LEFT AND GO HD1538'EASTERLY ON OUTER ROAD, OLD HIGHWAY 66 FOR 0.2 MILE TO TOP OF HILL HD1538'AND STATION ON THE LEFT, 76 FEET WEST OF A POWER POLE, 37 FEET NORTH HD1538'OF THE CENTER OF THE OUTER ROAD AND 30 FEET SOUTH OF CUTBANK EDGE. HD1538 HD1538 STATION RECOVERY (1977) HD1538 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) HD1538'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD HD1538'CONDITION. THE SURFACE STATION MARK WAS FOUND TILTED OUT OF HD1538'POSITION. REFERENCE MARKS 1 AND 2 WERE NOT FOUND. THE AZIMUTH HD1538'MARK (USGS BM E. R. A. 1452 1935) WAS SEARCHED FOR AND COULD NOT BE HD1538'FOUND. THIS DATE A NEW SURFACE STATION MARK WAS SET DIRECTLY HD1538'ABOVE THE UNDERGROUND MARK, REFERENCE MARKS 3 AND 4 AND A NEW HD1538'AZIMUTH MARK WERE SET. A LEVEL TIE WAS MADE FROM BENCH MARK P 190 HD1538'TO THE STATION MARK AND AZIMUTH MARK BY THE MISSOURI STATE HD1538'HIGHWAY DEPARTMENT SURVEY CREW THIS DATE. A NEW COMPLETE HD1538'DESCRIPTION FOLLOWS-- HD1538' HD1538'THE STATION IS LOCATED ABOUT 4.9 MILES WEST OF WAYNESVILLE AND 1.0 HD1538'MILE EAST OF BUCKHORN, IN THE SW CORNER OF SEC. 4, T 35 N, R 12 W, HD1538'AND ON A RIDGE BETWEEN OLD HIGHWAY 66 AND INTERSTATE HIGHWAY 44 AND HD1538'ON HIGHWAY RIGHT-OF-WAY. HD1538' HD1538'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE HD1538'INTERCHANGE OF INTERSTATE HIGHWAY 44 AND STATE HIGHWAY 17 ABOUT HD1538'5 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05 MILE TO OUTER ROAD HD1538'LEFT AND HIGHWAY 17 GOES RIGHT, TURN LEFT AND GO EASTERLY ON OUTER HD1538'ROAD, OLD HIGHWAY 66 FOR 0.3 MILE TO PULASKI CO. RWD NO 1 HD1538'STANDPIPE ON THE RIGHT, CONTINUE EASTERLY ON OUTER ROAD FOR 0.05 HD1538'MILE TO TOP OF HILL AND THE STATION ON THE LEFT. HD1538' HD1538'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BUCK 1946 1977, HD1538'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH HD1538'THE GROUND SURFACE. IT IS 76 FEET WEST OF A POWER POLE, 37 FEET HD1538'NORTH OF THE CENTER OF THE OUTER ROAD AND 30 FEET SOUTH OF THE HD1538'CUT-BANK EDGE. REBAR PLACED IN THE CONCRETE MONUMENT. THE HD1538'UNDERGROUND DISK IS STAMPED BUCK 1946, SET IN AN IRREGULAR MASS HD1538'OF CONCRETE 30 INCHES BELOW THE GROUND. HD1538' HD1538'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BUCK 1946 NO 3 1977, HD1538'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 HD1538'INCHES. IT IS 50 FEET NORTH OF THE CENTER OF OUTER ROAD, 20 FEET HD1538'NORTH-NORTHEAST OF THE POWER POLE AND 11 FEET SOUTH OF THE NORTH HD1538'EDGE OF THE CUT-BANK. HD1538' HD1538'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED HD1538'BUCK 1946 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE. IT IS HD1538'75 FEET EAST-NORTHEAST OF A POWER POLE, 40 FEET NORTH OF THE HD1538'CENTER OF THE OUTER ROAD, 16 FEET SOUTHWEST OF THE CENTER OF TWIN HD1538'TREES AND AT THE EAST EDGE OF GROUP OF TREES. HD1538' HD1538'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK 1946 AZ 2 1977, SET HD1538'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 1 INCH BELOW HD1538'THE GROUND SURFACE. IT IS 5 FEET SOUTH OF THE SOUTH ONE OF TWO HD1538'METAL PIPE POLES SUPPORTING LARGE FINA SIGN AND ABOUT 200 FEET HD1538'SOUTHWEST OF WITMOR FARM RESTAURANT BUILDING. REBAR PLACED IN HD1538'CONCRETE POST. HD1538' HD1538'TO REACH THE AZIMUTH MARK 2 FROM THE TOP OF THE OVERPASS MENTIONED HD1538'IN THE ROUTE TO REACH THE STATION, GO NORTH ABOUT 0.15 MILE TO THE HD1538'WITMOR FARM RESTAURANT PARKING AREA ON THE RIGHT AND THE AZIMUTH HD1538'MARK 2 ON THE LEFT AS DESCRIBED. HD1538' HD1538'BENCH MARK P 190 IS A STANDARD BENCH MARK DISK STAMPED, P 190 1946, HD1538'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE HD1538'THE GROUND SURFACE. IT IS 60.2 FEET NORTHWEST OF THE NORTHWEST HD1538'CORNER OF A CONCRETE BLOCK HOUSE, 45 FEET EAST OF THE CENTER OF A HD1538'GRAVELED ROAD, 40.5 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 66, HD1538'OUTER ROAD, 18 FEET EAST OF A POWER POLE AND 2.3 FEET EAST OF A HD1538'METAL WITNESS POST. HD1538' HD1538'TO REACH P 190 FROM THE STATION, GO EASTERLY ON OUTER ROAD FOR 0.57 HD1538'MILE TO A GRAVELED ROAD AND BENCH MARK P 190 ON THE RIGHT. HD1538' HD1538'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--4.9 MILES HD1538'WEST OF WAYNESVILLE. HD1538 HD1538 STATION RECOVERY (1977) HD1538 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) HD1538'TO REACH FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 HD1538'AND STATE HIGHWAY 17 ABOUT 49 MI (78.9 KM) WEST OF WAYNESVILLE, GO HD1538'SOUTH FOR 0.05 MI (0.08 KM) TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, HD1538'TURN LEFT AND GO EASTERLY ON OUTER ROAD, OLD HIGHWAY 66 FOR 0.2 MI HD1538'(0.3 KM) TO TOP OF HILL AND STATION ON THE LEFT, 76 FT (23.2 M) WEST HD1538'OF A POWER POLE, 37 FT (11.3 M) NORTH OF THE CENTER OF THE OUTER ROAD HD1538'AND 30 FT (9.1 M) SOUTH OF CUTBANK EDGE. HD1538 HD1538 STATION RECOVERY (1981) HD1538 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) HD1538'SURFACE STATION MARK, REFERENCE MARK 4, AZIMUTH MARK 2, AND BENCH MARK HD1538'P 190 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 3 WAS NOT HD1538'FOUND. BENCH MARK E R A 1452 USGS, THE ORIGINAL AZIMUTH MARK, WAS HD1538'ALSO RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTION TO HD1538'REFERENCE MARK 4 AGREED WITH 1977 DATA, AS DID THE DIRECTION TO HD1538'AZIMUTH MARK 2. THE DISTANCE TO BENCH MK E R A 1452 USGS WAS 0.128 HD1538'METER SHORTER THAN 1946 DATA AND THE DIRECTION FAILED TO AGREE BY 50 HD1538'SECONDS SMALLER. BENCH MARK P 190 WAS OBSTRUCTED THIS DATE. DUE TO HD1538'CHANGES A NEW DESCRIPTION FOLLOWS. HD1538' HD1538'THE STATION IS ABOUT 5 MILES WEST OF WAYNESVILLE, 1 MILE EAST OF HD1538'BUCKHORN, ON A RIDGE LYING BETWEEN INTERSTATE HIGHWAY 44 EASTBOUND HD1538'AND A FRONTAGE ROAD AND IN THE SW CORNER OF SEC 4, T35N, R12W ON ROAD HD1538'RIGHT-OF-WAY. HD1538' HD1538'TO REACH THE STATION FROM THE OVERPASS OF STATE HIGHWAY 17 OVER HD1538'INTERSTATE HIGHWAY 44, ABOUT 1/2 MILE EAST OF BUCKHORN, GO SOUTH ON HD1538'HIGHWAY 17 FOR 0.05 MILE TO A T-ROAD WHERE THE HIGHWAY TURNS HD1538'RIGHT. TURN LEFT AND GO EAST ON A FRONTAGE ROAD FOR 0.35 MILE TO THE HD1538'STATION ON THE LEFT. HD1538' HD1538'TO REACH BENCH MK E R A 1452 USGS FROM THE OVERPASS, GO SOUTH FOR HD1538'0.05 MILE, TURN RIGHT AND GO WEST ON HIGHWAY 17 FOR 0.15 MILE TO THE HD1538'MARK ON THE RIGHT. HD1538' HD1538'TO REACH AZIMUTH MARK 2 FROM THE OVERPASS, GO NORTH ON A PAVED ROAD HD1538'FOR 0.15 MILE TO THE MARK ON THE LEFT. HD1538' HD1538'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BUCK 1946 1977--- HD1538'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH. IT IS 76.0 HD1538'FEET WEST OF A POWERLINE POLE, 37.0 FEET NORTH OF THE CENTERLINE OF HD1538'THE FRONTAGE ROAD AND 30 FEET SOUTH OF THE CUTBANK FOR THE INTERSTATE HD1538'HIGHWAY. THE UNDERGROUND MARK WAS NOT INSPECTED. HD1538' HD1538'REFERENCE MARK 4 IS A CAST ALUMINUM MARK, IMBEDDED IN THE GROUND. IT HD1538'IS STAMPED---BUCK 1946 NO 4 1977---AND IS FLUSH. IT IS 75.0 FEET HD1538'EAST-NORTHEAST OF A POWERLINE POLE, 40.0 FEET NORTH OF THE CENTERLINE HD1538'OF THE FRONTAGE ROAD AND 16.0 FEET SOUTHWEST OF THE CENTER OF TWIN HD1538'TREES. HD1538' HD1538'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---BUCK 1946 NO 5 HD1538'1981---CEMENTED IN A DRILLED HOLE IN A 2 BY 2 FOOT ROCK OUTCROP HD1538'WHICH PROJECTS 2 INCHES. IT IS 50.0 FEET NORTH OF THE CENTERLINE OF HD1538'THE FRONTAGE ROAD, 20.1 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND HD1538'12 FEET SOUTH OF THE CUTBANK. HD1538' HD1538'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---BUCK 1946 AZ 2 1977--- HD1538'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 1 INCH BELOW THE HD1538'GROUND SURFACE. IT IS 95.0 FEET WEST OF THE CENTERLINE OF A NORTH HD1538'BOUND ROAD, 67.0 FEET NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, HD1538'10.4 FEET SOUTH OF A PIPE SUPPORTING A MOBIL OIL SIGN AND 3.3 FEET HD1538'NORTHWEST OF A CURB. HD1538' HD1538'BENCH MK E R A 1452 USGS IS A STANDARD USGS DISK, STAMPED---1115 ERA HD1538'1452 1935---SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT IS HD1538'2 INCHES BELOW THE GROUND SURFACE. IT IS 78.5 FEET NORTH OF THE HD1538'CENTERLINE OF HIGHWAY 17, 50.8 FEET WEST OF A RIGHT-OF-WAY MARKER, HD1538'12.2 FEET EAST OF THE EAST END OF AN OLD 3 BY 15 FOOT CONCRETE HD1538'FOUNDATION FOR GASOLINE PUMPS AND 1.0 FOOT SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1090 *********************************************************************** HD1090 DESIGNATION - BUCK RM 3 HD1090 PID - HD1090 HD1090 STATE/COUNTY- MO/PULASKI HD1090 USGS QUAD - OZARK SPRINGS (1985) HD1090 HD1090 *CURRENT SURVEY CONTROL HD1090 ___________________________________________________________________ HD1090* NAD 83(1997)- 37 47 06.89917(N) 092 15 38.47283(W) ADJUSTED HD1090* NAVD 88 - 358.50 (meters) 1176.2 (feet) RESET HD1090 ___________________________________________________________________ HD1090 LAPLACE CORR- -0.41 (seconds) DEFLEC99 HD1090 GEOID HEIGHT- -30.76 (meters) GEOID99 HD1090 HD1090 HORZ ORDER - THIRD HD1090 VERT ORDER - THIRD HD1090 HD1090.The horizontal coordinates were established by classical geodetic methods HD1090.and adjusted by the National Geodetic Survey in February 2000. HD1090.No horizontal observational check was made to the station. HD1090 HD1090.The orthometric height was computed from unverified reset data. HD1090.No vertical observational check was made to the station. HD1090 HD1090.The Laplace correction was computed from DEFLEC99 derived deflections. HD1090 HD1090.The geoid height was determined by GEOID99. HD1090 HD1090; North East Units Scale Converg. HD1090;SPC MO C - 216,624.707 521,079.216 MT 0.99993880 +0 08 47.9 HD1090;UTM 15 - 4,182,245.815 565,098.997 MT 0.99965220 +0 27 10.8 HD1090 HD1090 SUPERSEDED SURVEY CONTROL HD1090 HD1090 NAD 83(1986)- 37 47 06.91211(N) 092 15 38.47129(W) AD( ) 3 HD1090 NAD 27 - 37 47 06.76388(N) 092 15 37.86588(W) AD( ) 3 HD1090 NGVD 29 (10/29/03) 358.40 (m) 1175.9 (f) RESET 3 HD1090 HD1090.Superseded values are not recommended for survey control. HD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1090.See file dsdata.txt to determine how the superseded data were derived. HD1090 HD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6509982246(NAD 83) HD1090_MARKER: DR = REFERENCE MARK DISK HD1090_SETTING: 66 = SET IN ROCK OUTCROP HD1090_STAMPING: BUCK 1946 NO 3 1977 HD1090_MARK LOGO: NGS HD1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HD1090+STABILITY: POSITION/ELEVATION WELL HD1090 HD1090 HISTORY - Date Condition Report By HD1090 HISTORY - 1971 MONUMENTED NGS HD1090 HISTORY - 1977 GOOD NGS HD1090 HISTORY - 19770806 GOOD NGS HD1090 HD1090 STATION DESCRIPTION HD1090 HD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS) HD1090'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ROCKPORT, 4 HD1090'MILES SOUTHEAST OF PHELPS CITY, ON LAND OWNED BY MR. TED HD1090'MILLSAP. HD1090' HD1090'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CASS STREETS HD1090'IN ROCKPORT, GO SOUTH ON STATE HIGHWAY 111 FOR 3.25 MILES TO A HD1090'ROAD FORK. KEEP RIGHT AND GO WEST ON STATE ROAD E FOR 0.05 MILE HD1090'TO A CROSSROAD. (CONTINUE WEST ON STATE ROAD E FOR 0.4 MILE TO HD1090'THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTH ON A HD1090'GRAVELED ROAD FOR 0.4 MILE TO A ROAD FORK. TURN LEFT AND GO WEST HD1090'ON A GRAVELED ROAD FOR 0.05 MILE TO MR. MILLSAPS FARMHOUSE HD1090'AND THE STATION ON THE LEFT. HD1090' HD1090'STATION MARKS ARE STANDARD DISKS STAMPED LANGDON MORC 2 1971. THE HD1090'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS HD1090'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 178 FEET HD1090'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 76 FEET HD1090'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 30.5 FEET WEST HD1090'OF A POWERLINE POLE WITH A TRANSFORMER, AND 23 FEET SOUTH OF THE HD1090'CENTER OF AN EAST-WEST DIRT ROAD. THE UNDERGROUND DISK IS HD1090'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE HD1090'SURFACE OF THE GROUND. HD1090' HD1090'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LANGDON MORC 2 NO. 3 HD1090'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH HD1090'THE SURFACE OF THE GROUND. IT IS 70.5 FEET NORTH OF THE NORTHWEST HD1090'CORNER OF THE BARN, 21.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST HD1090'DIRT ROAD, AND 1.5 FEET WEST OF A POWERLINE POLE. HD1090' HD1090'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LANGDON MORC 2 NO. 4 HD1090'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH HD1090'WITH THE SURFACE OF THE GROUND. IT IS 2 FEET WEST-SOUTHWEST OF THE HD1090'NORTHWEST CORNER OF A BARN. HD1090' HD1090'AZIMUTH MARK, A STANDARD DISK STAMPED LANGDON MORC 2 1971, IS HD1090'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 HD1090'INCHES. IT IS 33.5 FEET NORTH OF THE CENTER OF STATE ROAD E, 1.5 HD1090'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE. HD1090 HD1090 STATION RECOVERY (1977) HD1090 HD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HD1090'RECOVERED IN GOOD CONDITION. HD1090 HD1090 STATION RECOVERY (1977) HD1090 HD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HD1090'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE HD1090'HIGHWAY 17, ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05 HD1090'MILE TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, TURN LEFT AND GO HD1090'EASTERLY ON OUTER ROAD FOR 0.2 MILE TO TOP OF HILL AND RM 3 ON THE HD1090'LEFT, 50 FEET NORTH OF THE CENTER OF OUTER ROAD, 20 FFET HD1090'NORTH-NORTHEAST OF A POWER POLE AND 11 FEET SOUTH OF CUTBANK EDGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1089 *********************************************************************** HD1089 DESIGNATION - BUCK RM 4 HD1089 PID - HD1089 HD1089 STATE/COUNTY- MO/PULASKI HD1089 USGS QUAD - OZARK SPRINGS (1985) HD1089 HD1089 *CURRENT SURVEY CONTROL HD1089 ___________________________________________________________________ HD1089* NAD 83(1997)- 37 47 06.52118(N) 092 15 40.17870(W) ADJUSTED HD1089* NAVD 88 - 357.55 (meters) 1173.1 (feet) RESET HD1089 ___________________________________________________________________ HD1089 LAPLACE CORR- -0.41 (seconds) DEFLEC99 HD1089 GEOID HEIGHT- -30.76 (meters) GEOID99 HD1089 HD1089 HORZ ORDER - THIRD HD1089 VERT ORDER - THIRD HD1089 HD1089.The horizontal coordinates were established by classical geodetic methods HD1089.and adjusted by the National Geodetic Survey in February 2000. HD1089.No horizontal observational check was made to the station. HD1089 HD1089.The orthometric height was computed from unverified reset data. HD1089.No vertical observational check was made to the station. HD1089 HD1089.The Laplace correction was computed from DEFLEC99 derived deflections. HD1089 HD1089.The geoid height was determined by GEOID99. HD1089 HD1089; North East Units Scale Converg. HD1089;SPC MO C - 216,612.947 521,037.508 MT 0.99993878 +0 08 46.8 HD1089;UTM 15 - 4,182,233.836 565,057.364 MT 0.99965213 +0 27 09.7 HD1089 HD1089 SUPERSEDED SURVEY CONTROL HD1089 HD1089 NAD 83(1986)- 37 47 06.53412(N) 092 15 40.17718(W) AD( ) 3 HD1089 NAD 27 - 37 47 06.38591(N) 092 15 39.57172(W) AD( ) 3 HD1089 NGVD 29 (10/29/03) 357.45 (m) 1172.7 (f) RESET 3 HD1089 HD1089.Superseded values are not recommended for survey control. HD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1089.See file dsdata.txt to determine how the superseded data were derived. HD1089 HD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6505782234(NAD 83) HD1089_MARKER: DB = BENCH MARK DISK HD1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1089_STAMPING: BUCK 1946 NO 4 1977 HD1089_MARK LOGO: NGS HD1089_MAGNETIC: O = OTHER; SEE DESCRIPTION HD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1089+STABILITY: SURFACE MOTION HD1089 HD1089 HISTORY - Date Condition Report By HD1089 HISTORY - 1977 MONUMENTED NGS HD1089 HISTORY - 19770101 GOOD NGS HD1089 HISTORY - 19770806 GOOD NGS HD1089 HD1089 STATION DESCRIPTION HD1089 HD1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) HD1089'TO REACH FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 HD1089'AND STATE HIGHWAY 17, ABOUT 4.9 MI (7.9 KM) WEST OF WAYNESVILLE, GO HD1089'SOUTH FOR 0.05 MI (0.08 KM) TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, HD1089'TURN LEFT AND GO 0.2 MI (0.3 KM) TO TOP OF HILL AND RM 4 ON THE LEFT, HD1089'75 FT (22.9 M) EAST NORTHEAST OF A POWER POLE, 40 FT (12.2 M) NORTH OF HD1089'THE CENTER OF OUTER ROAD, 16 FT (4.9 M) SOUTHWEST OF THE CENTER OF HD1089'TWIN TREES AND AT THE EAST EDGE OF GROUP OF TREES. HD1089 HD1089 STATION RECOVERY (1977) HD1089 HD1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HD1089'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE HD1089'HIGHWAY 17, ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05 HD1089'MILE TO OUTER ROAD LEFT, AND HIGHWAY 17 RIGHT, TURN LEFT AND GO 0.2 HD1089'MILE TO TOP OF HILL AND RM 4 ON THE LEFT, 75 FEET EAST-NORTHEAST OF A HD1089'POWER POLE, 40 FEET NORTH OF THE CENTER OF OUTER ROAD, 16 FEET HD1089'SOUTHWEST OF THE CENTER OF TWIN TREES AND AT THE EAST EDGE OF A GROUP HD1089'OF TREES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7387 *********************************************************************** AA7387 DESIGNATION - C 192 RESET AA7387 PID - AA7387 AA7387 STATE/COUNTY- MO/PULASKI AA7387 USGS QUAD - WAYNESVILLE (1985) AA7387 AA7387 *CURRENT SURVEY CONTROL AA7387 ___________________________________________________________________ AA7387* NAD 83(1986)- 37 49 39. (N) 092 11 02. (W) SCALED AA7387* NAVD 88 - 310.43 (+/-2cm) 1018.5 (feet) VERTCON AA7387 ___________________________________________________________________ AA7387 GEOID HEIGHT- -30.85 (meters) GEOID99 AA7387 AA7387 VERT ORDER - THIRD (See Below) AA7387 AA7387.The horizontal coordinates were scaled from a topographic map and have AA7387.an estimated accuracy of +/- 6 seconds. AA7387 AA7387.The NAVD 88 height was computed by applying the VERTCON shift value to AA7387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7387.The vertical order pertains to the superseded datum. AA7387 AA7387.The geoid height was determined by GEOID99. AA7387 AA7387; North East Units Estimated Accuracy AA7387;SPC MO C - 221,330. 527,830. MT (+/- 180 meters Scaled) AA7387 AA7387 SUPERSEDED SURVEY CONTROL AA7387 AA7387 NGVD 29 (10/29/03) 310.33 (m) 1018.1 (f) RESET 3 AA7387 AA7387.Superseded values are not recommended for survey control. AA7387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7387.See file dsdata.txt to determine how the superseded data were derived. AA7387 AA7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB718869(NAD 83) AA7387_MARKER: DV = VERTICAL CONTROL DISK AA7387_SETTING: 30 = DROP INLET AA7387_STAMPING: C 192 RESET 1994 AA7387_MARK LOGO: NGS AA7387_MAGNETIC: O = OTHER; SEE DESCRIPTION AA7387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7387+SATELLITE: SATELLITE OBSERVATIONS - 1994 AA7387 AA7387 HISTORY - Date Condition Report By AA7387 HISTORY - 1994 MONUMENTED MODNR AA7387 AA7387 STATION DESCRIPTION AA7387 AA7387'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC) AA7387'THIS MARK WAS SET TO REPLACE C 192 1945 WHICH WAS REMOVED DURNING AA7387'CONSTRUCTION ON THE NEW HIGHWAY. THE MARK IS LOCATED ABOUT 0.85 MILES AA7387'WEST OF THE BUSINESS ROUTE I-44 OVERPASS OVER I-44, IT IS 17.3 FT (5.3 AA7387'M) SOUTH OF THE BACK ON THE CURB, AND ON THE SE CORNER OF A 3' X 6' AA7387'CONCRETE DROP INLET. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0129 *********************************************************************** HD0129 DESIGNATION - D 193 RESET HD0129 PID - HD0129 HD0129 STATE/COUNTY- MO/PULASKI HD0129 USGS QUAD - OZARK SPRINGS (1985) HD0129 HD0129 *CURRENT SURVEY CONTROL HD0129 ___________________________________________________________________ HD0129* NAD 83(1986)- 37 47 49. (N) 092 19 38. (W) SCALED HD0129* NAVD 88 - 273.42 (meters) 897.0 (feet) RESET HD0129 ___________________________________________________________________ HD0129 GEOID HEIGHT- -30.78 (meters) GEOID99 HD0129 HD0129 VERT ORDER - THIRD HD0129 HD0129.The horizontal coordinates were scaled from a topographic map and have HD0129.an estimated accuracy of +/- 6 seconds. HD0129 HD0129.The orthometric height was computed from unverified reset data. HD0129 HD0129.The geoid height was determined by GEOID99. HD0129 HD0129; North East Units Estimated Accuracy HD0129;SPC MO C - 217,910. 515,220. MT (+/- 180 meters Scaled) HD0129 HD0129 SUPERSEDED SURVEY CONTROL HD0129 HD0129.No superseded survey control is available for this station. HD0129 HD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB592834(NAD 83) HD0129_MARKER: DB = BENCH MARK DISK HD0129_SETTING: 30 = CULVERT HD0129_STAMPING: D 193 RESET 1968 HD0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0129 HD0129 HISTORY - Date Condition Report By HD0129 HISTORY - 1968 MONUMENTED LOCENG HD0129 HD0129 STATION DESCRIPTION HD0129 HD0129'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 HD0129'7.8 MI SE FROM RICHLAND. HD0129'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO HD0129'RAILROAD FROM THE STATION AT RICHLAND, THENCE 6.4 MILES SOUTH HD0129'ALONG COUNTY HIGHWAY A, AT THE JUNCTION OF A ROAD EAST, SET IN HD0129'THE TOP OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT, 36 FEET HD0129'SOUTH OF THE CENTER LINE OF THE ROAD EAST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0092 *********************************************************************** HD0092 DESIGNATION - G 194 RESET HD0092 PID - HD0092 HD0092 STATE/COUNTY- MO/PULASKI HD0092 USGS QUAD - DRYNOB (1976) HD0092 HD0092 *CURRENT SURVEY CONTROL HD0092 ___________________________________________________________________ HD0092* NAD 83(1986)- 37 42 42. (N) 092 23 47. (W) SCALED HD0092* NAVD 88 - 341.57 (meters) 1120.6 (feet) RESET HD0092 ___________________________________________________________________ HD0092 GEOID HEIGHT- -30.56 (meters) GEOID99 HD0092 HD0092 VERT ORDER - THIRD HD0092 HD0092.The horizontal coordinates were scaled from a topographic map and have HD0092.an estimated accuracy of +/- 6 seconds. HD0092 HD0092.The orthometric height was computed from unverified reset data. HD0092 HD0092.The geoid height was determined by GEOID99. HD0092 HD0092; North East Units Estimated Accuracy HD0092;SPC MO C - 208,440. 509,140. MT (+/- 180 meters Scaled) HD0092 HD0092 SUPERSEDED SURVEY CONTROL HD0092 HD0092 NGVD 29 (??/??/??) 341.46 (m) 1120.3 (f) RESET 3 HD0092 HD0092.Superseded values are not recommended for survey control. HD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0092.See file dsdata.txt to determine how the superseded data were derived. HD0092 HD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB532739(NAD 83) HD0092_MARKER: DB = BENCH MARK DISK HD0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0092_STAMPING: G 194 RESET 1961 HD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0092+STABILITY: SURFACE MOTION HD0092 HD0092 HISTORY - Date Condition Report By HD0092 HISTORY - 1961 MONUMENTED MOHC HD0092 HD0092 STATION DESCRIPTION HD0092 HD0092'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1961 HD0092'8.7 MI NW FROM FALCON. HD0092'THIS MARK IS LOCATED 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 HD0092'FROM THE POST OFFICE AT FALCON, THENCE 8.2 MILES NORTH ALONG HD0092'A GRAVEL ROAD LEADING NORTH, AT THE APPROXIMATE NORTH RIGHT-OF-WAY HD0092'OF ROUTE K. 38 FEET SOUTHEAST OF TOP OF GRADE, 30 FEET HD0092'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 28 FEET HD0092'NORTH-NORTHWEST OF 14 INCH WHITE OAK TREE AND SET IN THE TOP HD0092'OF A CONCRETE POST LEFT OF STATION 225+52 OF ROUTE K. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0080 *********************************************************************** HD0080 DESIGNATION - P 194 RESET HD0080 PID - HD0080 HD0080 STATE/COUNTY- MO/PULASKI HD0080 USGS QUAD - RICHLAND (1976) HD0080 HD0080 *CURRENT SURVEY CONTROL HD0080 ___________________________________________________________________ HD0080* NAD 83(1986)- 37 49 13. (N) 092 24 22. (W) SCALED HD0080* NAVD 88 - 262.34 (meters) 860.7 (feet) RESET HD0080 ___________________________________________________________________ HD0080 GEOID HEIGHT- -30.83 (meters) GEOID99 HD0080 HD0080 VERT ORDER - THIRD HD0080 HD0080.The horizontal coordinates were scaled from a topographic map and have HD0080.an estimated accuracy of +/- 6 seconds. HD0080 HD0080.The orthometric height was computed from unverified reset data. HD0080 HD0080.The geoid height was determined by GEOID99. HD0080 HD0080; North East Units Estimated Accuracy HD0080;SPC MO C - 220,490. 508,270. MT (+/- 180 meters Scaled) HD0080 HD0080 SUPERSEDED SURVEY CONTROL HD0080 HD0080.No superseded survey control is available for this station. HD0080 HD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB522860(NAD 83) HD0080_MARKER: DB = BENCH MARK DISK HD0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0080_STAMPING: P 194 RESET 1969 HD0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0080+STABILITY: SURFACE MOTION HD0080 HD0080 HISTORY - Date Condition Report By HD0080 HISTORY - 1969 MONUMENTED CGS HD0080 HD0080 STATION DESCRIPTION HD0080 HD0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HD0080'2.8 MI S FROM RICHLAND. HD0080'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 133 FROM THE RAILROAD HD0080'CROSSING OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO HD0080'RAILROAD AT RICHLAND, ABOUT 350 FEET NORTHWEST OF A BRIDGE, HD0080'106 FEET WEST OF THE CENTER OF STATE HIGHWAY 133, 1 FOOT SOUTH HD0080'OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE HD0080'POST WHICH PROJECTS 3 INCHES. SEC 30 T 36 N R 13 W 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0082 *********************************************************************** HD0082 DESIGNATION - Q 194 RESET HD0082 PID - HD0082 HD0082 STATE/COUNTY- MO/PULASKI HD0082 USGS QUAD - RICHLAND (1976) HD0082 HD0082 *CURRENT SURVEY CONTROL HD0082 ___________________________________________________________________ HD0082* NAD 83(1986)- 37 48 26. (N) 092 24 18. (W) SCALED HD0082* NAVD 88 - 292.80 (meters) 960.6 (feet) RESET HD0082 ___________________________________________________________________ HD0082 GEOID HEIGHT- -30.80 (meters) GEOID99 HD0082 HD0082 VERT ORDER - THIRD HD0082 HD0082.The horizontal coordinates were scaled from a topographic map and have HD0082.an estimated accuracy of +/- 6 seconds. HD0082 HD0082.The orthometric height was computed from unverified reset data. HD0082 HD0082.The geoid height was determined by GEOID99. HD0082 HD0082; North East Units Estimated Accuracy HD0082;SPC MO C - 219,040. 508,370. MT (+/- 180 meters Scaled) HD0082 HD0082 SUPERSEDED SURVEY CONTROL HD0082 HD0082.No superseded survey control is available for this station. HD0082 HD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB523845(NAD 83) HD0082_MARKER: DB = BENCH MARK DISK HD0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0082_STAMPING: Q 194 RESET 1969 HD0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0082+STABILITY: SURFACE MOTION HD0082 HD0082 HISTORY - Date Condition Report By HD0082 HISTORY - 1969 MONUMENTED CGS HD0082 HD0082 STATION DESCRIPTION HD0082 HD0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HD0082'3.8 MI S FROM RICHLAND. HD0082'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 133 FROM THE CROSSING HD0082'OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO RAILROAD HD0082'A RICHLAND, SOUTHWEST OPPOSITE A DRIVEWAY LEADING NORTHEAST HD0082'TO A FARM HOUSE, 67 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY HD0082'133, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL HD0082'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH HD0082'PROJECTS 3 INCHES. SEC 31 T 36 N R 13 W 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8713 *********************************************************************** DF8713 DESIGNATION - S 191 RESET DF8713 PID - DF8713 DF8713 STATE/COUNTY- MO/PULASKI DF8713 USGS QUAD - DIXON (1982) DF8713 DF8713 *CURRENT SURVEY CONTROL DF8713 ___________________________________________________________________ DF8713* NAD 83(1986)- 37 53 28. (N) 092 04 52. (W) SCALED DF8713* NAVD 88 - 220.31 (meters) 722.8 (feet) RESET DF8713 ___________________________________________________________________ DF8713 GEOID HEIGHT- -30.88 (meters) GEOID99 DF8713 DF8713 VERT ORDER - THIRD DF8713 DF8713.The horizontal coordinates were scaled from a topographic map and have DF8713.an estimated accuracy of +/- 6 seconds. DF8713 DF8713.The orthometric height was computed from unverified reset data. DF8713.No vertical observational check was made to the station. DF8713 DF8713.The geoid height was determined by GEOID99. DF8713 DF8713; North East Units Estimated Accuracy DF8713;SPC MO C - 228,430. 536,840. MT (+/- 180 meters Scaled) DF8713 DF8713 SUPERSEDED SURVEY CONTROL DF8713 DF8713.No superseded survey control is available for this station. DF8713 DF8713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB807941(NAD 83) DF8713_MARKER: DV = VERTICAL CONTROL DISK DF8713_SETTING: 38 = BRIDGE DF8713_STAMPING: S 191 RESET 2002 DF8713_MARK LOGO: NGS DF8713_MAGNETIC: N = NO MAGNETIC MATERIAL DF8713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF8713 DF8713 HISTORY - Date Condition Report By DF8713 HISTORY - 2002 MONUMENTED MODNR DF8713 DF8713 STATION DESCRIPTION DF8713 DF8713'DESCRIBED BY MO DEPT OF NAT RES 2002 DF8713'THE BENCH MARK IS LOCATED ABOUT 4.0 MILES (6.4 KM) NORTH OF THE DF8713'INTERSECTION OF INTERSTATE 44 AND HIGHWAY 28 AND IN A CONCRETE BRIDGE DF8713'OVER THE GASCONADE RIVER. IT IS IN A DRILL HOLE ON THE SOUTHWEST DF8713'CORNER OF THE BRIDGE ABOUT 3.0 FEET (0.9 M) HIGHER THAN THE ROAD DECK, DF8713'5.9 FEET (1.8 M) NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE AND 20.0 DF8713'FEET (6.1 M) WEST OF THE CENTER OF THE ROAD. TO REACH THE BENCH MARK DF8713'FROM THE INTERSECTION OF INTERSTATE 44 AND HIGHWAY 28 GO NORTH ALONG DF8713'HIGHWAY 28 ABOUT 4.0 MILES (6.4 KM) TO THE BRIDGE OVER THE GASCONADE DF8713'RIVER AND THE BENCH MARK, SET IN A DRILL HOLE IN A CONCRETE BRIDGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0201 *********************************************************************** HD0201 DESIGNATION - T 192 RESET HD0201 PID - HD0201 HD0201 STATE/COUNTY- MO/PULASKI HD0201 USGS QUAD - HANCOCK (1976) HD0201 HD0201 *CURRENT SURVEY CONTROL HD0201 ___________________________________________________________________ HD0201* NAD 83(1986)- 37 53 35. (N) 092 08 50. (W) SCALED HD0201* NAVD 88 - 287.60 (meters) 943.6 (feet) RESET HD0201 ___________________________________________________________________ HD0201 GEOID HEIGHT- -30.93 (meters) GEOID99 HD0201 HD0201 VERT ORDER - THIRD HD0201 HD0201.The horizontal coordinates were scaled from a topographic map and have HD0201.an estimated accuracy of +/- 6 seconds. HD0201 HD0201.The orthometric height was computed from unverified reset data. HD0201 HD0201.The geoid height was determined by GEOID99. HD0201 HD0201; North East Units Estimated Accuracy HD0201;SPC MO C - 228,620. 531,030. MT (+/- 180 meters Scaled) HD0201 HD0201 SUPERSEDED SURVEY CONTROL HD0201 HD0201 NGVD 29 (??/??/??) 287.50 (m) 943.2 (f) RESET 3 HD0201 HD0201.Superseded values are not recommended for survey control. HD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0201.See file dsdata.txt to determine how the superseded data were derived. HD0201 HD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB749942(NAD 83) HD0201_MARKER: DB = BENCH MARK DISK HD0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0201_STAMPING: T 192 RESET 1954 HD0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0201+STABILITY: SURFACE MOTION HD0201 HD0201 HISTORY - Date Condition Report By HD0201 HISTORY - 1954 MONUMENTED MOHC HD0201 HISTORY - 1955 GOOD NGS HD0201 HD0201 STATION DESCRIPTION HD0201 HD0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 HD0201'3.5 MI E FROM WAYNESVILLE. HD0201'3.5 MILES EAST ALONG U.S. HIGHWAY 66 (CITY ROUTE) FROM THE COURTHOUSE HD0201'AT WAYNESVILLE, PULASKI COUNTY, THENCE 5.4 MILES NORTH ALONG HD0201'STATE HIGHWAY S Y, 0.6 MILE NORTH OF NEEDMORE SCHOOL, AT A ROAD HD0201'INTERSECTION, 83 FEET SOUTH OF THE ROAD LEADING WEST, 34 FEET WEST HD0201'OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 75 + 08, AND HD0201'3 FEET HIGHER THAN THE HIGHWAY. A STANDARD DISK, STAMPED T 192 HD0201'RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES HD0201'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0203 *********************************************************************** HD0203 DESIGNATION - U 192 RESET HD0203 PID - HD0203 HD0203 STATE/COUNTY- MO/PULASKI HD0203 USGS QUAD - HANCOCK (1976) HD0203 HD0203 *CURRENT SURVEY CONTROL HD0203 ___________________________________________________________________ HD0203* NAD 83(1986)- 37 52 44. (N) 092 08 54. (W) SCALED HD0203* NAVD 88 - 285.13 (meters) 935.5 (feet) RESET HD0203 ___________________________________________________________________ HD0203 GEOID HEIGHT- -30.91 (meters) GEOID99 HD0203 HD0203 VERT ORDER - THIRD HD0203 HD0203.The horizontal coordinates were scaled from a topographic map and have HD0203.an estimated accuracy of +/- 6 seconds. HD0203 HD0203.The orthometric height was computed from unverified reset data. HD0203 HD0203.The geoid height was determined by GEOID99. HD0203 HD0203; North East Units Estimated Accuracy HD0203;SPC MO C - 227,050. 530,940. MT (+/- 180 meters Scaled) HD0203 HD0203 SUPERSEDED SURVEY CONTROL HD0203 HD0203 NGVD 29 (??/??/??) 285.03 (m) 935.1 (f) RESET 3 HD0203 HD0203.Superseded values are not recommended for survey control. HD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0203.See file dsdata.txt to determine how the superseded data were derived. HD0203 HD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB748927(NAD 83) HD0203_MARKER: DB = BENCH MARK DISK HD0203_SETTING: 30 = IN CONCRETE HD0203_STAMPING: U 192 RESET 1954 HD0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0203 HD0203 HISTORY - Date Condition Report By HD0203 HISTORY - 1954 MONUMENTED MOHC HD0203 HISTORY - 1955 GOOD NGS HD0203 HD0203 STATION DESCRIPTION HD0203 HD0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 HD0203'3.5 MI E FROM WAYNESVILLE. HD0203'3.5 MILES EAST ALONG U.S. HIGHWAY 66 (CITY ROUTE) FROM THE HD0203'COURTHOUSE AT WAYNESVILLE, PULASKI COUNTY, THENCE 4.3 MILES NORTH HD0203'ALONG STATE HIGHWAY S Y, 104 FEET EAST ACROSS THE HIGHWAY FROM THE HD0203'SOUTHEAST CORNER OF A STONE VENEER HOUSE, 35 FEET EAST OF THE HD0203'CENTERLINE OF THE HIGHWAY AT SURVEY STATION 129 + 20, AN 2 FEET HD0203'LOWER THAN THE SHOULDER OF THE ROAD. A STANDARD DISK, STAMPED HD0203'U 192 RESET 1954 AND SET IN THE TOP OF A CONCRETE PROJECTING 4 HD0203'INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0205 *********************************************************************** HD0205 DESIGNATION - V 192 RESET HD0205 PID - HD0205 HD0205 STATE/COUNTY- MO/PULASKI HD0205 USGS QUAD - WAYNESVILLE (1985) HD0205 HD0205 *CURRENT SURVEY CONTROL HD0205 ___________________________________________________________________ HD0205* NAD 83(1986)- 37 51 50. (N) 092 08 56. (W) SCALED HD0205* NAVD 88 - 318.01 (meters) 1043.3 (feet) RESET HD0205 ___________________________________________________________________ HD0205 GEOID HEIGHT- -30.89 (meters) GEOID99 HD0205 HD0205 VERT ORDER - THIRD HD0205 HD0205.The horizontal coordinates were scaled from a topographic map and have HD0205.an estimated accuracy of +/- 6 seconds. HD0205 HD0205.The orthometric height was computed from unverified reset data. HD0205 HD0205.The geoid height was determined by GEOID99. HD0205 HD0205; North East Units Estimated Accuracy HD0205;SPC MO C - 225,380. 530,890. MT (+/- 180 meters Scaled) HD0205 HD0205 SUPERSEDED SURVEY CONTROL HD0205 HD0205 NGVD 29 (??/??/??) 317.91 (m) 1043.0 (f) RESET 3 HD0205 HD0205.Superseded values are not recommended for survey control. HD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0205.See file dsdata.txt to determine how the superseded data were derived. HD0205 HD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB748910(NAD 83) HD0205_MARKER: DB = BENCH MARK DISK HD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0205_STAMPING: V 192 RESET 1954 HD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0205+STABILITY: SURFACE MOTION HD0205 HD0205 HISTORY - Date Condition Report By HD0205 HISTORY - 1954 MONUMENTED MOHC HD0205 HISTORY - 1955 GOOD NGS HD0205 HD0205 STATION DESCRIPTION HD0205 HD0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 HD0205'3.5 MI E FROM WAYNESVILLE. HD0205'3.5 MILES EAST ALONG U.S. HIGHWAY 66 (CITY ROUTE) FROM THE HD0205'COURTHOUSE AT WAYNESVILLE, PULASKI COUNTY, THENCE 3.2 MILES NORTH HD0205'ALONG STATE HIGHWAY S Y, 108 FEET EAST OF THE NORTHEAST CORNER OF HD0205'A STUCCO HOUSE, AND 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY HD0205'AT SURVEY STATION 108 + 88. A STANDARD DISK, STAMPED V 192 RESET HD0205'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES HD0205'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0208 *********************************************************************** HD0208 DESIGNATION - X 192 RESET HD0208 PID - HD0208 HD0208 STATE/COUNTY- MO/PULASKI HD0208 USGS QUAD - WAYNESVILLE (1985) HD0208 HD0208 *CURRENT SURVEY CONTROL HD0208 ___________________________________________________________________ HD0208* NAD 83(1986)- 37 50 03. (N) 092 08 52. (W) SCALED HD0208* NAVD 88 - 325.60 (meters) 1068.2 (feet) RESET HD0208 ___________________________________________________________________ HD0208 GEOID HEIGHT- -30.84 (meters) GEOID99 HD0208 HD0208 VERT ORDER - THIRD HD0208 HD0208.The horizontal coordinates were scaled from a topographic map and have HD0208.an estimated accuracy of +/- 6 seconds. HD0208 HD0208.The orthometric height was computed from unverified reset data. HD0208 HD0208.The geoid height was determined by GEOID99. HD0208 HD0208; North East Units Estimated Accuracy HD0208;SPC MO C - 222,090. 531,000. MT (+/- 180 meters Scaled) HD0208 HD0208 SUPERSEDED SURVEY CONTROL HD0208 HD0208 NGVD 29 (??/??/??) 325.49 (m) 1067.9 (f) RESET 3 HD0208 HD0208.Superseded values are not recommended for survey control. HD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0208.See file dsdata.txt to determine how the superseded data were derived. HD0208 HD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB749877(NAD 83) HD0208_MARKER: DB = BENCH MARK DISK HD0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0208_STAMPING: X 192 RESET 1954 HD0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0208+STABILITY: SURFACE MOTION HD0208 HD0208 HISTORY - Date Condition Report By HD0208 HISTORY - 1954 MONUMENTED MOHC HD0208 HISTORY - 1955 GOOD NGS HD0208 HD0208 STATION DESCRIPTION HD0208 HD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 HD0208'3.5 MI E FROM WAYNESVILLE. HD0208'3.5 MILES EAST ALONG U.S. HIGHWAY 66 (CITY ROUTE) FROM THE HD0208'COURTHOUSE AT WAYNESVILLE, PULASKI COUNTY, THENCE 1.0 MILE NORTH HD0208'ALONG STATE HIGHWAY S Y, 20 FEET WEST OF THE WEST SIDE OF AN OLD HD0208'CONCRETE HOUSE FOUNDATION, 29 FEET NORTHEAST OF THE CENTERLINE HD0208'OF THE HIGHWAY AT SURVEY STATION 306 + 30, AND LEVEL WITH THE HD0208'HIGHWAY. A STANDARD DISK, STAMPED X 192 RESET 1954 AND SET IN THE HD0208'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0175 *********************************************************************** HD0175 DESIGNATION - Y 191 RESET HD0175 PID - HD0175 HD0175 STATE/COUNTY- MO/PULASKI HD0175 USGS QUAD - DEVILS ELBOW (1985) HD0175 HD0175 *CURRENT SURVEY CONTROL HD0175 ___________________________________________________________________ HD0175* NAD 83(1986)- 37 49 29. (N) 092 07 10. (W) SCALED HD0175* NAVD 88 - 327.00 (meters) 1072.8 (feet) RESET HD0175 ___________________________________________________________________ HD0175 GEOID HEIGHT- -30.81 (meters) GEOID99 HD0175 HD0175 VERT ORDER - THIRD HD0175 HD0175.The horizontal coordinates were scaled from a topographic map and have HD0175.an estimated accuracy of +/- 6 seconds. HD0175 HD0175.The orthometric height was computed from unverified reset data. HD0175 HD0175.The geoid height was determined by GEOID99. HD0175 HD0175; North East Units Estimated Accuracy HD0175;SPC MO C - 221,050. 533,500. MT (+/- 180 meters Scaled) HD0175 HD0175 SUPERSEDED SURVEY CONTROL HD0175 HD0175.No superseded survey control is available for this station. HD0175 HD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB774867(NAD 83) HD0175_MARKER: DB = BENCH MARK DISK HD0175_SETTING: 30 = DROP INLET HD0175_STAMPING: Y 191 RESET 1962 HD0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0175 HD0175 HISTORY - Date Condition Report By HD0175 HISTORY - 1962 MONUMENTED MOHC HD0175 HISTORY - 1963 GOOD NGS HD0175 HD0175 STATION DESCRIPTION HD0175 HD0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 HD0175'4.7 MI E FROM WAYNESVILLE. HD0175'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY NO. 66 FROM THE COURTHOUSE HD0175'AT WAYNESVILLE, MO., THEN EAST ABOUT 2.7 MILES ALONG INTERSTATE HD0175'HIGHWAY NO. 44, 33 FEET SOUTH AND ABOUT 1 FOOT LOWER THAN THE HD0175'CENTERLINE OF THE SOUTH TRAFFIC LANE (EASTBOUND LANE), 38 FEET HD0175'NORTH OF THE SOUTH OUTER ROADWAY, AND SET IN THE TOP AND THE HD0175'SOUTHEAST CORNER OF THE SOUTH CONCRETE DROP INLET OF AN 18-INCH HD0175'CONCRETE CULVERT PIPE UNDER INTERSTATE HIGHWAY NO. 44, SOUTH HD0175'DROP INLET 2 FT X 2 FT CONCRETE CULVERT, STATION 1126+31, I-44, HD0175'64 FEET RIGHT OF CENTERLINE MEDIAN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0178 *********************************************************************** HD0178 DESIGNATION - Y 192 RESET HD0178 PID - HD0178 HD0178 STATE/COUNTY- MO/PULASKI HD0178 USGS QUAD - WAYNESVILLE (1985) HD0178 HD0178 *CURRENT SURVEY CONTROL HD0178 ___________________________________________________________________ HD0178* NAD 83(1986)- 37 49 24. (N) 092 08 25. (W) SCALED HD0178* NAVD 88 - 337.51 (meters) 1107.3 (feet) RESET HD0178 ___________________________________________________________________ HD0178 GEOID HEIGHT- -30.82 (meters) GEOID99 HD0178 HD0178 VERT ORDER - THIRD HD0178 HD0178.The horizontal coordinates were scaled from a topographic map and have HD0178.an estimated accuracy of +/- 6 seconds. HD0178 HD0178.The orthometric height was computed from unverified reset data. HD0178 HD0178.The geoid height was determined by GEOID99. HD0178 HD0178; North East Units Estimated Accuracy HD0178;SPC MO C - 220,890. 531,670. MT (+/- 180 meters Scaled) HD0178 HD0178 SUPERSEDED SURVEY CONTROL HD0178 HD0178.No superseded survey control is available for this station. HD0178 HD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB756865(NAD 83) HD0178_MARKER: DB = BENCH MARK DISK HD0178_SETTING: 30 = CULVERT HD0178_STAMPING: Y 192 RESET 1962 HD0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0178 HD0178 HISTORY - Date Condition Report By HD0178 HISTORY - 1962 MONUMENTED MOHC HD0178 HISTORY - 1963 GOOD NGS HD0178 HISTORY - 1972 GOOD NGS HD0178 HISTORY - 1972 GOOD NGS HD0178 HD0178 STATION DESCRIPTION HD0178 HD0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 HD0178'3.5 MI E FROM WAYNESVILLE. HD0178'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY NO. 66 FROM THE COURTHOUSE HD0178'AT WAYNESVILLE, MO., THEN EAST ABOUT 1.5 MILES ALONG INTERSTATE HD0178'HIGHWAY NO. 44, ABOUT 950 FEET EAST OF THE SOUTHEAST END OF HD0178'THE EAST BRIDGE, 55 FEET SOUTH AND ABOUT 11 FEET LOWER THAN HD0178'THE CENTERLINE OF THE SOUTH LANE OF INTERSTATE HIGHWAY NO. 44 HD0178'(EASTBOUND LANE) AND SET IN THE TOP AND EAST END OF THE SOUTH HD0178'CONCRETE HEADWALL OF A 30-INCH CONCRETE CULVERT PIPE UNDER THE HD0178'SOUTH LANE OF INTERSTATE HIGHWAY NO. 44 (E.B.L.), STATION HD0178'953+00 RTE. I-44, 86 FEET RIGHT OF CENTERLINE MEDIAN. HD0178 HD0178 STATION RECOVERY (1972) HD0178 HD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HD0178'ABOUT 2 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE COURTHOUSE AT HD0178'WAYNESVILLE, MO. THEN EAST ABOUT 1.5 MILE ALONG INTERSTATE HIGHWAY HD0178'44, ABOUT 950 FEET EAST OF THE SOUTHEAST END OF THE EAST BRIDGE, 55 HD0178'FEET SOUTH AND ABOUT 11 FEET LOWER THAN THE CENTERLINE OF THE SOUTH HD0178'LANE OF THE INTERSTATE (EAST BOUND LANE) AND SET IN THE TOP AND EAST HD0178'END OF THE SOUTH CONCRETE HEADWALL OF A 30-INCH CONCRETE CULVERT PIPE HD0178'UNDER THE SOUTH LANE OF THE INTERSTATE EAST BOUND LANE. STATION 953-- HD0178'RTE I-44, 86 FEET RIGHT OF CENTERLINE MEDIAN. HD0178 HD0178 STATION RECOVERY (1972) HD0178 HD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HD0178'ABOUT 2 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE COURTHOUSE AT HD0178'WAYNESVILLE, MO. THEN EAST ABOUT 1.5 MILE ALONG INTERSTATE HIGHWAY HD0178'44, ABOUT 950 FEET EAST OF THE SOUTHEAST END OF THE EAST BRIDGE, 55 HD0178'FEET SOUTH AND ABOUT 11 FEET LOWER THAN THE CENTERLINE OF THE SOUTH HD0178'LANE OF THE INTERSTATE (EAST BOUND LANE) AND SET IN THE TOP AND EAST HD0178'END OF THE SOUTH CONCRETE HEADWALL OF A 30-INCH CONCRETE CULVERT PIPE HD0178'UNDER THE SOUTH LANE OF THE INTERSTATE EAST BOUND LANE. STATION 953-- HD0178'RTE I-44, 86 FEET RIGHT OF CENTERLINE MEDIAN.