1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0579 *********************************************************************** GG0579 DESIGNATION - 1208 GG0579 PID - GG0579 GG0579 STATE/COUNTY- MO/NEWTON GG0579 USGS QUAD - NEOSHO WEST (1972) GG0579 GG0579 *CURRENT SURVEY CONTROL GG0579 ___________________________________________________________________ GG0579* NAD 83(1997)- 36 47 24.29114(N) 094 27 17.47625(W) ADJUSTED GG0579* NAVD 88 - 367. (meters) 1204. (feet) SCALED GG0579 ___________________________________________________________________ GG0579 LAPLACE CORR- 1.63 (seconds) DEFLEC99 GG0579 GEOID HEIGHT- -28.92 (meters) GEOID99 GG0579 GG0579 HORZ ORDER - SECOND GG0579 GG0579.The horizontal coordinates were established by classical geodetic methods GG0579.and adjusted by the National Geodetic Survey in February 2000. GG0579 GG0579.The orthometric height was scaled from a topographic map. GG0579 GG0579.The Laplace correction was computed from DEFLEC99 derived deflections. GG0579 GG0579.The geoid height was determined by GEOID99. GG0579 GG0579; North East Units Scale Converg. GG0579;SPC MO W - 69,175.844 854,029.258 MT 0.99994138 +0 01 37.3 GG0579;UTM 15 - 4,072,572.868 370,193.803 MT 0.99980758 -0 52 17.1 GG0579 GG0579 SUPERSEDED SURVEY CONTROL GG0579 GG0579 NAD 83(1997)- 36 47 24.29129(N) 094 27 17.47617(W) AD( ) 2 GG0579 NAD 83(1997)- 36 47 24.29194(N) 094 27 17.47619(W) AD( ) 2 GG0579 NAD 83(1997)- 36 47 24.30207(N) 094 27 17.47852(W) AD( ) 2 GG0579 NAD 83(1986)- 36 47 24.30682(N) 094 27 17.47629(W) AD( ) 2 GG0579 NAD 27 - 36 47 24.06030(N) 094 27 16.69020(W) AD( ) 2 GG0579 GG0579.Superseded values are not recommended for survey control. GG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0579.See file dsdata.txt to determine how the superseded data were derived. GG0579 GG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7019472573(NAD 83) GG0579_MARKER: DB = BENCH MARK DISK GG0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GG0579_STAMPING: 1208 MO GG0579_MARK LOGO: USGS GG0579_MAGNETIC: N = NO MAGNETIC MATERIAL GG0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GG0579 GG0579 HISTORY - Date Condition Report By GG0579 HISTORY - 1961 MONUMENTED USGS GG0579 HISTORY - 19840321 GOOD NGS GG0579 GG0579 STATION DESCRIPTION GG0579 GG0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) GG0579'THE STATION WHICH WAS NOT PREVIOUSLY DESCRIBED, WAS RECOVERED IN GOOD GG0579'CONDITION AT THE SITE OF STATION MCELHANEY. A DESCRIPTION FOLLOWS. TO GG0579'REACH THE STATION FROM THE JUNCTION OF U.S HWYS 60 AND 71, AT NEOSHO, GG0579'GO S ON HWY 71 FOR 3.75 MI (6.03 KM) TO STATE ROAD AA. TURN RIGHT AND GG0579'GO W ON ROAD AA FOR 3.1 MI (5.0 KM) TO A SIDE ROAD RIGHT AND THE GG0579'STATION ON THE LEFT. THE STATION IS A STANDARD USGS BM DISK, RIVETED GG0579'TO THE TOP OF A 3-IN IRON PIPE WHICH PROJECTS 16 INCHES ABOVE THE GG0579'GROUND. THE DISK IS STAMPED---1208 MO---. THE STATION IS 20.0 FT GG0579'(6.1 M) S FROM THE CENTERLINE OF ROAD AA, 8.5 FT (2.6 M) NNE OF A GG0579'TELEPHONE CABLE JUNCTION BOX, 1.0 FT (0.3 M) ENE OF A POWERLINE POLE GG0579'AND IS S OF THE E EDGE OF THE GRAVEL ROAD, AT ITS JUNCTION WITH ROAD GG0579'AA. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0583 *********************************************************************** GG0583 DESIGNATION - BELFAST GG0583 PID - GG0583 GG0583 STATE/COUNTY- MO/NEWTON GG0583 USGS QUAD - NEOSHO WEST (1972) GG0583 GG0583 *CURRENT SURVEY CONTROL GG0583 ___________________________________________________________________ GG0583* NAD 83(1997)- 36 51 07.61533(N) 094 28 39.18128(W) ADJUSTED GG0583* NAVD 88 - 363. (meters) 1191. (feet) SCALED GG0583 ___________________________________________________________________ GG0583 LAPLACE CORR- 1.17 (seconds) DEFLEC99 GG0583 GEOID HEIGHT- -29.07 (meters) GEOID99 GG0583 GG0583 HORZ ORDER - FIRST GG0583 GG0583.The horizontal coordinates were established by classical geodetic methods GG0583.and adjusted by the National Geodetic Survey in February 2000. GG0583 GG0583.The orthometric height was scaled from a topographic map. GG0583 GG0583.The Laplace correction was computed from DEFLEC99 derived deflections. GG0583 GG0583.The geoid height was determined by GEOID99. GG0583 GG0583; North East Units Scale Converg. GG0583;SPC MO W - 76,058.958 852,002.026 MT 0.99994123 +0 00 48.5 GG0583;UTM 15 - 4,079,486.042 368,275.079 MT 0.99981376 -0 53 10.6 GG0583 GG0583: Primary Azimuth Mark Grid Az GG0583:SPC MO W - BELFAST AZ MK 092 06 46.3 GG0583:UTM 15 - BELFAST AZ MK 093 00 45.4 GG0583 GG0583|---------------------------------------------------------------------| GG0583| PID Reference Object Distance Geod. Az | GG0583| dddmmss.s | GG0583| GG0590 NEOSHO RADIO STA KAA 418 MAST APPROX. 5.5 KM 0561538.2 | GG0583| CI1082 BELFAST RM 1 25.610 METERS 08700 | GG0583| CI1081 BELFAST AZ MK 0920734.8 | GG0583| GG0584 GOODMAN LOOKOUT TOWER APPROX.10.2 KM 1480444.7 | GG0583| CI1083 BELFAST RM 2 22.705 METERS 16609 | GG0583| GG0692 JOPLIN LOOKOUT TOWER APPROX.11.4 KM 3423816.4 | GG0583|---------------------------------------------------------------------| GG0583 GG0583 SUPERSEDED SURVEY CONTROL GG0583 GG0583 NAD 83(1997)- 36 51 07.61547(N) 094 28 39.18124(W) AD( ) 1 GG0583 NAD 83(1997)- 36 51 07.61569(N) 094 28 39.18118(W) AD( ) 1 GG0583 NAD 83(1997)- 36 51 07.62470(N) 094 28 39.18342(W) AD( ) 1 GG0583 NAD 83(1986)- 36 51 07.63071(N) 094 28 39.18053(W) AD( ) 1 GG0583 NAD 27 - 36 51 07.39140(N) 094 28 38.39010(W) AD( ) 1 GG0583 GG0583.Superseded values are not recommended for survey control. GG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0583.See file dsdata.txt to determine how the superseded data were derived. GG0583 GG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6827579486(NAD 83) GG0583_MARKER: DS = TRIANGULATION STATION DISK GG0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0583_STAMPING: BELFAST 1961 GG0583_MARK LOGO: CGS GG0583_MAGNETIC: N = NO MAGNETIC MATERIAL GG0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GG0583 GG0583 HISTORY - Date Condition Report By GG0583 HISTORY - 1961 MONUMENTED CGS GG0583 HISTORY - 19840322 GOOD NGS GG0583 HISTORY - 1990 GOOD USPSQD GG0583 GG0583 STATION DESCRIPTION GG0583 GG0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM) GG0583'ABOUT 7 MILES EAST AND 1 MILE NORTH OF SENECA, ABOUT 6 MILES GG0583'WEST OF NEOSHO, IN THE SOUTHWEST 1/4 OF SEC. 30, T. 25 N., GG0583'R. 32 W., AND ON THE RIGHT-OF-WAY OF OLD U.S. HIGHWAY 60. GG0583'IT IS 37 FEET WEST OF A T-FENCE CORNER AND A TELEPHONE POLE, GG0583'32 FEET NORTH OF THE CENTERLINE OF OLD HIGHWAY 60 AND 6 FEET GG0583'SOUTH OF A WITNESS POST AND A WIRE FENCE. THE MONUMENT IS GG0583'FLUSH AND THE DISK IS STAMPED BELFAST 1960. GG0583' GG0583'TO REACH FROM THE NEOSHO HIGH SCHOOL IN THE SOUTHWEST PART GG0583'OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 ALTERNATE FOR 0.8 GG0583'MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON OLD GG0583'U.S. HIGHWAY 60 FOR 2.25 MILES TO A CROSSROAD. CONTINUE GG0583'WEST ON OLD HIGHWAY 60 FOR 2.0 MILES TO A SIDE ROAD RIGHT GG0583'AND THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON THE GG0583'HIGHWAY FOR 0.7 MILE TO A FIELD ENTRANCE AND THE STATION GG0583'ON THE RIGHT. GG0583' GG0583'REFERENCE MARK 1 IS 47 FEET EAST OF THE T-FENCE CORNER AND GG0583'THE TELEPHONE POLE, 37 FEET NORTH OF THE CENTERLINE OF THE GG0583'HIGHWAY AND 1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT IS GG0583'FLUSH AND THE DISK IS STAMPED BELFAST NO 1 1960. GG0583' GG0583'REFERENCE MARK 2 IS 47 FEET WEST OF A POWER POLE WITH A GG0583'TRANSFORMER, 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, GG0583'16 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE GG0583'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELFAST GG0583'NO 2 1960. GG0583' GG0583'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF THE GG0583'HIGHWAY, 8 FEET NORTHWEST OF A POWER POLE, 3 FEET NORTH OF A GG0583'T-FENCE CORNER AND 2 FEET WEST OF A WITNESS POST. THE MONUMENT GG0583'PROJECTS 5 INCHES AND THE DISK IS STAMPED BELFAST 1960. GG0583' GG0583'NOTE- THE STATION WAS BUILT IN 1960 BUT WAS NOT OCCUPIED GG0583'UNTIL 1961. GG0583' GG0583'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GG0583 GG0583 STATION RECOVERY (1984) GG0583 GG0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GG0583'THE SURFACE STATION MARK, RM NO 1, 2 AND THE AZ MK WERE RECOVERED IN GG0583'GOOD CONDITION. THE DISTANCES AND DIRECTION TO THE RM AGREED GG0583'FAVORABLY WITH 1961 DATA. RM 2 IS 3 FT (0.9 M) S OF A FENCE RATHER GG0583'THAT 1 FT (0.3 M) N OF A FENCE AND THE POWERLINE POLE WITH THE GG0583'TRANSFORMER IS GONE, OTHERWISE THE ORIGINAL DESCRIPTION IS ADEQUATE GG0583'FOR RECOVERY OF ALL MARKS. GG0583 GG0583 STATION RECOVERY (1990) GG0583 GG0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN) GG0583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0566 *********************************************************************** GG0566 DESIGNATION - DUANE RESET GG0566 PID - GG0566 GG0566 STATE/COUNTY- MO/NEWTON GG0566 USGS QUAD - GRANBY (1972) GG0566 GG0566 *CURRENT SURVEY CONTROL GG0566 ___________________________________________________________________ GG0566* NAD 83(1997)- 36 57 25.75340(N) 094 18 57.93735(W) ADJUSTED GG0566* NAVD 88 - 351. (meters) 1152. (feet) SCALED GG0566 ___________________________________________________________________ GG0566 LAPLACE CORR- 1.00 (seconds) DEFLEC99 GG0566 GEOID HEIGHT- -29.25 (meters) GEOID99 GG0566 GG0566 HORZ ORDER - FIRST GG0566 GG0566.The horizontal coordinates were established by classical geodetic methods GG0566.and adjusted by the National Geodetic Survey in February 2000. GG0566 GG0566.The orthometric height was scaled from a topographic map. GG0566 GG0566.The Laplace correction was computed from DEFLEC99 derived deflections. GG0566 GG0566.The geoid height was determined by GEOID99. GG0566 GG0566; North East Units Scale Converg. GG0566;SPC MO W - 87,730.561 866,378.031 MT 0.99994448 +0 06 38.0 GG0566;UTM 15 - 4,090,928.451 382,830.603 MT 0.99976913 -0 47 28.9 GG0566 GG0566: Primary Azimuth Mark Grid Az GG0566:SPC MO W - DUANE AZ MK 183 27 15.4 GG0566:UTM 15 - DUANE AZ MK 184 21 22.3 GG0566 GG0566|---------------------------------------------------------------------| GG0566| PID Reference Object Distance Geod. Az | GG0566| dddmmss.s | GG0566| CI0779 DUANE RM 1 10.744 METERS 00150 | GG0566| CI0781 DUANE RM 3 10.778 METERS 00156 | GG0566| GG0562 DIAMOND MUNICIPAL TANK APPROX. 4.1 KM 0025558.3 | GG0566| GG0564 DIAMOND OZARK PLINE SYSTEM TK APPROX. 1.5 KM 0072635.0 | GG0566| CI0780 DUANE RM 2 11.537 METERS 18023 | GG0566| GG0568 DUANE AZ MK APPROX. 0.6 KM 1833353.4 | GG0566|---------------------------------------------------------------------| GG0566 GG0566 SUPERSEDED SURVEY CONTROL GG0566 GG0566 NAD 83(1997)- 36 57 25.75352(N) 094 18 57.93733(W) AD( ) 1 GG0566 NAD 83(1997)- 36 57 25.75375(N) 094 18 57.93753(W) AD( ) 1 GG0566 NAD 83(1997)- 36 57 25.76160(N) 094 18 57.94100(W) AD( ) 1 GG0566 NAD 83(1986)- 36 57 25.76748(N) 094 18 57.93536(W) AD( ) 1 GG0566 NAD 27 - 36 57 25.53300(N) 094 18 57.15070(W) AD( ) 1 GG0566 GG0566.Superseded values are not recommended for survey control. GG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0566.See file dsdata.txt to determine how the superseded data were derived. GG0566 GG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8283190928(NAD 83) GG0566_MARKER: DS = TRIANGULATION STATION DISK GG0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0566_STAMPING: DUANE 1959 1976 GG0566_MARK LOGO: NGS GG0566_PROJECTION: RECESSED 5 CENTIMETERS GG0566_MAGNETIC: N = NO MAGNETIC MATERIAL GG0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GG0566+STABILITY: SURFACE MOTION GG0566 GG0566 HISTORY - Date Condition Report By GG0566 HISTORY - 1976 MONUMENTED NGS GG0566 HISTORY - 19840202 GOOD NGS GG0566 GG0566 STATION DESCRIPTION GG0566 GG0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN) GG0566'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GG0566'GOOD CONDITION. THE SURFACE STATION MARK WAS FOUND LYING ON ITS SIDE GG0566'AND BURIED ONE FOOT BELOW THE GROUND NEAR ITS ORIGINAL LOCATION. GG0566'REFERENCE MARK 1 WAS FOUND TILTED OUT OF POSITION. IT IS GG0566'BELIEVED THESE MARKS WERE DESTROYED WHEN A CABLE WAS BURIED IN GG0566'THE AREA. NEW STATION MARKS WERE SET USING THE DISTANCE FROM GG0566'REFERENCE MARK 2 AND THE DIRECTION OF THE DIAMOND, MUNICIPAL WATER GG0566'TANK AND THE AZIMUTH MARK. THE REFERENCE MARK 1 CONCRETE MONUMENT GG0566'WAS RESET VERTICAL AND STAMPED NO 3. GG0566' GG0566'FOLLOWING IS A NEW COMPLETE DESCRIPTION-- GG0566' GG0566'THE STATION IS ABOUT 2.0 MILES SOUTH OF DIAMOND, ABOUT 5.0 MILES GG0566'NORTHWEST OF GRANBY, IN THE SOUTHWEST QUARTER OF SECTION 22, T 26 N. GG0566'R 31 W AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY ALT. 71. GG0566' GG0566'TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY ALT. 71, COUNTY GG0566'ROUTE J EAST AND COUNTY ROUTE V WEST IN DIAMOND, GO SOUTH ON HIGHWAY GG0566'ALT. 71 FOR 2.6 MILES TO THE STATION ON THE LEFT. GG0566' GG0566'THE STATION MARKS ARE STANDARD DISKS STAMPED DUANE 1959 1976. THE GG0566'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT GG0566'2 INCHES BELOW THE GROUND SURFACE . IT IS 40.2 FEET NORTH OF A GG0566'POWER POLE, 38 FEET EAST OF THE CENTER OF THE HIGHWAY, 4.6 FEET GG0566'WEST OF A NORTHSOUTH FENCELLINE AND 3.5 FEET SOUOTHWEST OF A METAL GG0566'WEST OF A NORTH-SOUTH FENCELILNE AND 3.5 FEET SOUTHWEST OF A METAL GG0566'WITNESS POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF GG0566'CONCRETE 40 INCHES BELOW THE GROUND SURFACE. GG0566' GG0566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUANE NO 2 1959, SET IN GG0566'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES GG0566'ABOVE THE GROUND SURFACE. IT IS 38 FEET EAST OF THE CENTER OF THE GG0566'HIGHWAY, 4 FEET WEST OF THE NORTH-SOUTH FENCELINE AND 2.4 FEET GG0566'NORTH OF THE POWER POLE. GG0566' GG0566'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUANE 1959 NO 3 1976, GG0566'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 GG0566'INCHES ABOVE THE GROUND SURFACE. IT IS 38 FEET EAST OF THE CENTER GG0566'OF THE HIGHWAY AND 4 FEET WEST OF THE NORTH-SOUTH FENCELINE. GG0566' GG0566'THE AZIMIUTH MARK IS A STANDARD DISK STAMPED DUANE 1959, SET IN THE GG0566'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GG0566'GROUND SURFACE. IT IS 28 FEET EAST-NORTHEAST OF A 30-INCH OAK GG0566'TREE, 28.5 FEET SOUTHEAST OF A POWER POLE, 39 FEET WEST OF THE GG0566'CENTER OF THE HIGHWAY AND 2 FEET WEST OF A METAL WITNESS POST. GG0566' GG0566'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON US HIGHWAY GG0566'ALT. 71 FOR 0.4 MILE TO A GRAVELED CROSSROAD AND THE AZIMUTH MARK ON GG0566'THE RIGHT IN THE SOUTHWEST ANGLE OF THE INTERSECTION. GG0566' GG0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES GG0566'SOUTH OF DIAMOND. GG0566 GG0566 STATION RECOVERY (1984) GG0566 GG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GG0566'THE SURFACE STATION MARK, RMS 2, 3 AND THE AZ MK WERE RECOVERED IN GG0566'GOOD CONDITION. DUE TO ROAD CONSTRUCTION THE AZ MK WILL BE DESTROYED, GG0566'THEREFORE, AN AZ MK 2 WAS ESTABLISHED. THE 1976 DESCRIPTION WAS GG0566'ADEQUATE FOR RECOVERY AND 1984 OBSERVATIONS AGREED WITH THE 1976 DATA. GG0566'DUE TO THE FAILURE OF AN ELECTRIC DISTANCE MEASURING INSTRUMENT, THE GG0566'NEW AZ MK WAS NOT POSITIONED THIS DATE. THE STATION WILL BE REVISITED GG0566'TO DO SO. THE NEW AZ MK HAS AN UNDERGROUND MARK, 0.76 METERS (2.49 GG0566'FT) BELOW THE SURFACE. A NEW DESCRIPTION FOLLOWS. THE STATION IS GG0566'LOCATED ABOUT 8.0 KM (4.95 MI) NW OF GRANBY, 3.2 KM (2.00 MI) S OF GG0566'DIAMOND, IN THE SW 114, SEC 22, T26N, R 31W AND ON THE RIGHT-OF-WAY OF GG0566'D.S HWY ALTERNATE 71. THE RESIDENT ENGINEER IS GARY MILLER AND THE GG0566'LOCAL OFFICE IS LOCATED ON S NEOSHO BOULEVARD IN NEOSHO. TO REACH THE GG0566'STATION FROM THE JUNCTION OF STATE ROADS J AND V AND U.S HWY ALTERNATE GG0566'71, AT THE W EDGE OF DIAMOND, GO ON HWY ALTERNATE 71 FOR 4.18 KM (2.60 GG0566'MI) TO THE STATION ON THE LEFT. GG0566' GG0566'THE STATION IS A STANDARD CGS DISK STAMPED---DUANE 1959 1976---, SET GG0566'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN GG0566'DIAMETER, RECESSED 02 INCHES (5 CM) BELOW THE GROUND. THE STATION IS GG0566'LOCATED 12.13 METERS (39.80 FT) N FROM A POWERLINE POLE, 11.6 METERS GG0566'(38.1 FT) E FROM A CENTERLINE OF THE HWY, 1.07 METERS (3.51 FT) SW GG0566'FROM A WITNESS POST. RM NO 2, IS A STANDARD CGS DISK STAMPED---DUANE GG0566'NO 2 1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED GG0566'11.6 METERS (38.1 FT) E FROM THE CENTERLINE OF THE HWY, 12.19 METERS GG0566'(39.99 FT) S FROM THE WITNESS POST, 0.61 METERS (2.00 FT) N FROM A GG0566'POWERLINE POLE. RM NO 3, IS A STANDARD CGS DISK STAMPED---DUANE 1959 GG0566'NO 3 1976---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED GG0566'11.6 METERS (38.1 FT) E FROM THE CENTERLINE OF THE HWY, 9.85 METERS GG0566'(32.32 FT) N FROM THE WITNESS PIOST, AND 0.3 METERS (1.0 FT) HIGHER GG0566'THAN THE STATION. AZ MK NO 2, IS A STANDARD NGS DISK STAMPED---DUANE GG0566'1959 NO 2 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUEMNT, 12 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED GG0566'45.1 METERS (148.0 FT) N FROM THE CENTERLINE OF A GRAVELED ROAD, 2.745 GG0566'METERS (9.006 FT) SE FROM A RIGHT-OF-WAY FENCE CORNER, 0.52 METERS GG0566'(1.71 FT) SW FROM THE NW/SE RIGHT-OF-WAY CORNER, 0.40 METERS (1.31 FT) GG0566'NW FROM A WITNES POST. TO REACH THE AZ MK FROM THE STATION, GO S ON GG0566'THE HWY FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, AT THE SE ANGLE GG0566'OF A ROAD INTERSECTION AND ABOUT 60 E OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0951 *********************************************************************** GG0951 DESIGNATION - H 47 RESET GG0951 PID - GG0951 GG0951 STATE/COUNTY- MO/NEWTON GG0951 USGS QUAD - NEOSHO WEST (1972) GG0951 GG0951 *CURRENT SURVEY CONTROL GG0951 ___________________________________________________________________ GG0951* NAD 83(1986)- 36 52 10. (N) 094 23 24. (W) SCALED GG0951* NAVD 88 - 333.60 (meters) 1094.5 (feet) RESET GG0951 ___________________________________________________________________ GG0951 GEOID HEIGHT- -29.05 (meters) GEOID99 GG0951 GG0951 VERT ORDER - THIRD GG0951 GG0951.The horizontal coordinates were scaled from a topographic map and have GG0951.an estimated accuracy of +/- 6 seconds. GG0951 GG0951.The orthometric height was computed from unverified reset data. GG0951.No vertical observational check was made to the station. GG0951 GG0951.The geoid height was determined by GEOID99. GG0951 GG0951; North East Units Estimated Accuracy GG0951;SPC MO W - 77,990. 859,810. MT (+/- 180 meters Scaled) GG0951 GG0951 SUPERSEDED SURVEY CONTROL GG0951 GG0951 NGVD 29 (10/29/03) 333.47 (m) 1094.1 (f) RESET 3 GG0951 GG0951.Superseded values are not recommended for survey control. GG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0951.See file dsdata.txt to determine how the superseded data were derived. GG0951 GG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA761812(NAD 83) GG0951_MARKER: DV = VERTICAL CONTROL DISK GG0951_SETTING: 38 = RAILROAD OVERPASS GG0951_STAMPING: H 47 RESET 1990 GG0951_MARK LOGO: NGS GG0951_MAGNETIC: N = NO MAGNETIC MATERIAL GG0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GG0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GG0951+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 GG0951 GG0951 HISTORY - Date Condition Report By GG0951 HISTORY - 1990 MONUMENTED MODNR GG0951 HISTORY - 19900510 GOOD MODNR GG0951 GG0951 STATION DESCRIPTION GG0951 GG0951'DESCRIBED BY MO DEPT OF NAT RES 1990 GG0951'LOCATED AT THE U.S. HIGHWAY 71 AND BURLINGTON NORTHERN JUNCTION ON GG0951'THE NORTH SIDE OF NEOSHO, SET INTO THE NORTH CORNER OF THE EAST GG0951'CONCRETE ABUTMENT. GG0951 GG0951 STATION RECOVERY (1990) GG0951 GG0951'RECOVERY NOTE BY MO DEPT OF NAT RES 1990 (BDC) GG0951'THE BENCH MARK IS LOCATED IN THE NORTH CORNER OF THE EAST CONCRETE GG0951'ABUTMENT OF THE U.S. HIGHWAY 71 AND THE BURLINGTON NORTHEN RAILROAD GG0951'INTERSECTION, ON THE NORTH SIDE OF NEOSHO. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0684 *********************************************************************** GG0684 DESIGNATION - HARPER RESET GG0684 PID - GG0684 GG0684 STATE/COUNTY- MO/NEWTON GG0684 USGS QUAD - RACINE (1978) GG0684 GG0684 *CURRENT SURVEY CONTROL GG0684 ___________________________________________________________________ GG0684* NAD 83(1997)- 36 59 50.68944(N) 094 33 05.89846(W) ADJUSTED GG0684* NAVD 88 - 347. (meters) 1138. (feet) SCALED GG0684 ___________________________________________________________________ GG0684 LAPLACE CORR- 0.75 (seconds) DEFLEC99 GG0684 GEOID HEIGHT- -29.46 (meters) GEOID99 GG0684 GG0684 HORZ ORDER - SECOND GG0684 GG0684.The horizontal coordinates were established by classical geodetic methods GG0684.and adjusted by the National Geodetic Survey in February 2000. GG0684 GG0684.The orthometric height was scaled from a topographic map. GG0684 GG0684.The Laplace correction was computed from DEFLEC99 derived deflections. GG0684 GG0684.The geoid height was determined by GEOID99. GG0684 GG0684; North East Units Scale Converg. GG0684;SPC MO W - 92,183.686 845,403.689 MT 0.99994144 -0 01 51.9 GG0684;SPC KS S - 444,149.993 751,379.547 MT 1.00006382 +2 25 35.0 GG0684;SPC OK N - 227,081.998 906,905.707 MT 1.00005025 +2 02 06.1 GG0684;UTM 15 - 4,095,710.666 361,931.938 MT 0.99983484 -0 56 02.0 GG0684 GG0684|---------------------------------------------------------------------| GG0684| PID Reference Object Distance Geod. Az | GG0684| dddmmss.s | GG0684| HE1038 JOPLIN MUN WATER WKS STK APPROX. 8.2 KM 0160523.3 | GG0684| HE1046 JOPLIN MUN WATER WKS SPIPE APPROX. 8.2 KM 0160832.3 | GG0684| CI1558 HARPER RM 3 34.241 METERS 03513 | GG0684| CI1556 HARPER RM 1 41.864 METERS 03514 | GG0684| CI1555 HARPER AZ MK RESET 18342 | GG0684| CI1554 HARPER AZ MK 1834302.8 | GG0684| GG0721 QUAPAW MUNICIPAL TANK APPROX.21.6 KM 2561345.0 | GG0684| HE1063 RIVERTON EMP DIST ELEC S STK APPROX.15.4 KM 3021349.1 | GG0684| HE1064 RIVERTON EMP DIST ELEC W STK APPROX.15.5 KM 3021641.9 | GG0684| HE1066 RIVERTON EMP DIST ELEC E STK APPROX.15.5 KM 3022117.1 | GG0684| HE1061 RIVERTON EMP DIST ELEC N STK APPROX.15.5 KM 3022700.3 | GG0684| CI1557 HARPER RM 2 49.329 METERS 31334 | GG0684| HE1068 GALENA MUNICIPAL STANDPIPE APPROX.11.2 KM 3203629.1 | GG0684| HE1056 GALENA EAGLE PICHER SMELT STK APPROX.12.1 KM 3250557.7 | GG0684| GG0682 PTS 9 31.864 METERS 35409 | GG0684|---------------------------------------------------------------------| GG0684 GG0684 SUPERSEDED SURVEY CONTROL GG0684 GG0684 NAD 83(1997)- 36 59 50.68945(N) 094 33 05.89842(W) AD( ) 2 GG0684 NAD 83(1997)- 36 59 50.68946(N) 094 33 05.89839(W) AD( ) 2 GG0684 NAD 83(1997)- 36 59 50.69598(N) 094 33 05.90044(W) AD( ) 2 GG0684 NAD 83(1986)- 36 59 50.70404(N) 094 33 05.89542(W) AD( ) 2 GG0684 NAD 27 - 36 59 50.48100(N) 094 33 05.08500(W) AD( ) 2 GG0684 GG0684.Superseded values are not recommended for survey control. GG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0684.See file dsdata.txt to determine how the superseded data were derived. GG0684 GG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6193295711(NAD 83) GG0684_MARKER: DS = TRIANGULATION STATION DISK GG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0684_STAMPING: HARPER 1935 1958 GG0684_MARK LOGO: CGS GG0684_PROJECTION: RECESSED 15 CENTIMETERS GG0684_MAGNETIC: N = NO MAGNETIC MATERIAL GG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GG0684+STABILITY: SURFACE MOTION GG0684 GG0684 HISTORY - Date Condition Report By GG0684 HISTORY - 1958 MONUMENTED CGS GG0684 HISTORY - 19830907 GOOD NGS GG0684 GG0684 STATION DESCRIPTION GG0684 GG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE) GG0684'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD GG0684'CONDITION. THE STATION MARK WAS LOWERED AND THE AZIMUTH MARK GG0684'WAS EXTENDED IN A STRAIGHT LINE ABOUT 0.2 MILE AS REQUESTED GG0684'BY MR. JAMES H. GUMM, RESIDENT ENGINEER OF JOPLIN, MISSOURI. GG0684'A NEW DESCRIPTION FOLLOWS. GG0684' GG0684'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF JOPLIN, 42 FEET GG0684'EAST OF THE CENTER OF A GRAVELED ROAD AND 105 FEET GG0684'SOUTH-SOUTHWEST OF DRILLED WELL AND PUMP. THE MARK IS SET GG0684'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED GG0684'HARPER 1935 1958. GG0684' GG0684'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF THE GG0684'GRAVELED ROAD AND 21 FEET EAST OF A TELEPHONE POLE. THE GG0684'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND GG0684'IS STAMPED HARPER NO 2 1935. GG0684' GG0684'REFERENCE MARK NO. 3 IS 14 FEET EAST OF THE WELL AND 1 FOOT GG0684'NORTH OF A WIRE FENCE. THE MARK PROJECTS 2 INCHES ABOVE THE GG0684'SURFACE OF THE GROUND AND IS STAMPED HARPER NO 3 1935. GG0684' GG0684'AZIMUTH MARK IS 100 FEET SOUTH OF A DRIVE WAY, 64 FEET WEST GG0684'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A WIRE GG0684'FENCE. THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GG0684'GROUND AND IS STAMPED HARPER 1935 RESET 1958. GG0684' GG0684'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 171 GG0684'AND 166 AND STATE HIGHWAYS 86 AND 43 IN THE SOUTH EDGE OF GG0684'JOPLIN, GO SOUTH ON STATE HIGHWAY NO. 43 FOR 2.1 MILES TO GG0684'THE VILLAGE OF REDINGS MILLS, CONTINUE SOUTH ON STATE HIGHWAY GG0684'NO. 43 FOR 2.0 MILES A SIDE ROAD ON THE RIGHT, TURN RIGHT GG0684'AND GO WEST FOR 1.0 MILES TO A CROSS ROAD AND THE STATION GG0684'AS DESCRIBED. GG0684' GG0684'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4 GG0684'MILE TO THE MARK ON THE RIGHT AS DESCRIBED. GG0684 GG0684 STATION RECOVERY (1983) GG0684 GG0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) GG0684'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GG0684'GOOD CONDITION. THE AZIMUTH RESET IN 1958 WAS FOUND DESTROYED. THE GG0684'DISK WAS SALVAGED. PTS NO 9 USGS WAS SEARCHED FOR BUT NOT FOUND AND GG0684'IS PRESUMED DESTROYED. THE ANGLE BETWEEN THE REFERENCE MARKS AGREED GG0684'WITH 1958 DATA. THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED GG0684'ELECTRONICALLY THIS DATE. THE DISTANCE TO REFERENCE MARK 2 WAS 0.014 GG0684'M (0.046 FT) LONGER THAN THE 1958 MEASUREMENT AND THE DISTANCE TO GG0684'REFERENCE MARK 3 AGREED. AN AZIMUTH MARK 3 WAS ESTABLISHED THIS DATE GG0684'AND A POLARIS OBSERVATION TAKEN. DUE TO MANY CHANGES IN THE IMMEDIATE GG0684'AREA, A COMPLETE, NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED GG0684'ABOUT 22.5 KM (14.00 MI) NORTHWEST OF NEOSHO, 9.7 KM (6.00 MI) SOUTH GG0684'SOUTHWEST OF JOPLIN, 8.0 KM (4.95 MI) EAST OF THE OKLAHOMA, KANSAS AND GG0684'MISSOURI BOUNDARY CORNER, 1.6 KM (1.00 MI) SOUTH OF INTERSTATE HIGHWAY GG0684'44, IN THE NW CORNER OF SEC9, T26N, R33W AND ON THE EAST RIGHT-OF-WAY GG0684'OF STATE HIGHWAY 43, AT A PAVED CROSSROAD. TO REACH THE STATION FROM GG0684'THE STATE HIGHWAY 43, OVERPASS OVER INTERSTATE HIGHWAY 44, WHICH IS GG0684'EXIT NUMBER 4 AND IS FOR STATE HIGHWAY 43 SOUTHBOUND ONLY, GO SOUTH ON GG0684'STATE HIGHWAY 43 FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD AND THE GG0684'STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION. GG0684' GG0684'THE STATION IS A STANDARD CGS DISK STAMPED-HARPER 1935 1958-, SET INTO GG0684'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER GG0684'RECESSED 2 INCHES (5 CM) BELOW THE GROUND. LOCATED 125.0 FT (38.1 M) GG0684'S FROM THE CENTERLINE OF THE PAVED CROSSROAD, 47.0 FT (14.3 M) E FROM GG0684'THE CENTERLINE OF THE HIGHWAY, 22.3 FT (6.8 M) SW FROM A METAL LAMP GG0684'POST, AND 1.5 FT (0.5 M) W FROM A WITNESS POST. REFERENCE MARK NO 2 IS GG0684'A STANDARD CGS DISK STAMPED--HARPER NO 2 1935-, SET INTO THE TOP OF A GG0684'SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 GG0684'INCHES (10 CM) ABOVE THE GROUND. LOCATED 77.0 FT (23.5 M) W FROM THE GG0684'CENTERLINE OF THE HIGHWAY, 33.8 FT (10.3 M) NW FROM A POWERLINE POLE, GG0684'20.0 FT (6.1 M) S FROM THE CENTERLINE OF THE PAVED ROAD, AND 1.6 FT GG0684'(0.5 M) HIGHER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD CGS GG0684'DISK STAMPED-HARPER NO 3 1935--, SET INTO THE TOP OF A SQUARE CONCRETE GG0684'MONUMENT 14 INCHES (36 CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED GG0684'102.0 FT (31.1 M) E FROM THE CENTERLINE OF THE HIGHWAY, 33.0 FT (10.1 GG0684'M) S FROM THE CENTERLINE OF THE PAVED ROAD, 3.5 FT (1.1 M) NW FROM THE GG0684'NORTHWEST CORNER OF A CEMENT BLOCK WELL HOUSE, 1.9 FT (0.3 M) N FROM GG0684'AN OLD GRADER BLADE, AND 1.0 FT HIGHER THAN THE STATION. AZIMUTH MARK GG0684'NO 3 IS A STANDARD NGS DISK STAMPED--HARPER 1935 NO 3 1983--, CEMENTED GG0684'INTO A DRILLED HOLE IN THE NORTH END OF THE WEST HEADWALL OF A GG0684'CONCRETE CULVERT UNDER THE HIGHWAY. LOCATED 91.0 FT (27.7 M) S FROM GG0684'THE CENTERLINE OF A DRIVEWAY, 26.5 FT (8.1 M) W FROM THE CENTERLINE OF GG0684'THE HIGHWAY, AND 1.3 FT (0.4 M) NE FROM A WITNESS POST. TO REACH THE GG0684'AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 43 FOR 0.62 KM GG0684'(0.40 MI) TO THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0580 *********************************************************************** GG0580 DESIGNATION - LAFLIN GG0580 PID - GG0580 GG0580 STATE/COUNTY- MO/NEWTON GG0580 USGS QUAD - NEOSHO WEST (1972) GG0580 GG0580 *CURRENT SURVEY CONTROL GG0580 ___________________________________________________________________ GG0580* NAD 83(1997)- 36 51 04.36261(N) 094 24 54.08092(W) ADJUSTED GG0580* NAVD 88 - 367. (meters) 1204. (feet) SCALED GG0580 ___________________________________________________________________ GG0580 LAPLACE CORR- 1.52 (seconds) DEFLEC99 GG0580 GEOID HEIGHT- -29.02 (meters) GEOID99 GG0580 GG0580 HORZ ORDER - SECOND GG0580 GG0580.The horizontal coordinates were established by classical geodetic methods GG0580.and adjusted by the National Geodetic Survey in February 2000. GG0580 GG0580.The orthometric height was scaled from a topographic map. GG0580 GG0580.The Laplace correction was computed from DEFLEC99 derived deflections. GG0580 GG0580.The geoid height was determined by GEOID99. GG0580 GG0580; North East Units Scale Converg. GG0580;SPC MO W - 75,961.830 857,578.259 MT 0.99994188 +0 03 03.5 GG0580;UTM 15 - 4,079,301.388 373,848.337 MT 0.99979606 -0 50 55.5 GG0580 GG0580: Primary Azimuth Mark Grid Az GG0580:SPC MO W - LAFLIN AZ MK 271 43 27.2 GG0580:UTM 15 - LAFLIN AZ MK 272 37 26.2 GG0580 GG0580|---------------------------------------------------------------------| GG0580| PID Reference Object Distance Geod. Az | GG0580| dddmmss.s | GG0580| GG0575 FORT CROWDER SW WATER TANK APPROX. 7.2 KM 1345328.9 | GG0580| CI1837 LAFLIN RM 1 17.172 METERS 17916 | GG0580| CI1838 LAFLIN RM 2 58.124 METERS 25201 | GG0580| CI1836 LAFLIN AZ MK 2714630.7 | GG0580|---------------------------------------------------------------------| GG0580 GG0580 SUPERSEDED SURVEY CONTROL GG0580 GG0580 NAD 83(1997)- 36 51 04.36275(N) 094 24 54.08087(W) AD( ) 2 GG0580 NAD 83(1997)- 36 51 04.36302(N) 094 24 54.08103(W) AD( ) 2 GG0580 NAD 83(1997)- 36 51 04.37239(N) 094 24 54.08437(W) AD( ) 2 GG0580 NAD 83(1986)- 36 51 04.37751(N) 094 24 54.08029(W) AD( ) 2 GG0580 NAD 27 - 36 51 04.13530(N) 094 24 53.29540(W) AD( ) 2 GG0580 GG0580.Superseded values are not recommended for survey control. GG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0580.See file dsdata.txt to determine how the superseded data were derived. GG0580 GG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7384879301(NAD 83) GG0580_MARKER: DS = TRIANGULATION STATION DISK GG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0580_STAMPING: LAFLIN 1961 GG0580_MARK LOGO: CGS GG0580_MAGNETIC: O = OTHER; SEE DESCRIPTION GG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GG0580+STABILITY: SURFACE MOTION GG0580 GG0580 HISTORY - Date Condition Report By GG0580 HISTORY - 1961 MONUMENTED CGS GG0580 HISTORY - 19840321 GOOD NGS GG0580 HISTORY - 1990 GOOD USPSQD GG0580 GG0580 STATION DESCRIPTION GG0580 GG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0580'ABOUT 3 MILES SOUTHWEST OF NEOSHO, IN THE NORTHEAST 1/4 OF GG0580'SEC. 34, T. 25 N., R. 32 W., AND ON THE PROPERTY OF MR. GG0580'LEWIS LAFLIN. IT IS 58 FEET NORTH OF THE NORTHWEST CORNER GG0580'OF A CONCRETE BLOCK BUILDING, 40 FEET WEST OF THE CENTERLINE GG0580'OF A DRIVEWAY, 34 FEET SOUTH OF THE CENTERLINE OF A PAVED GG0580'ROAD AND 26 FEET NORTHWEST OF A POWER POLE. THE MONUMENT GG0580'IS FLUSH AND THE DISK IS STAMPED LAFLIN 1961. GG0580' GG0580'TO REACH FROM THE NEOSHO HIGH SCHOOL IN THE SOUTHWEST PART GG0580'OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 ALTERNATE FOR 0.8 GG0580'MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON A PAVED GG0580'ROAD FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 71. CONTINUE GG0580'WEST ON THE PAVED ROAD FOR 1.35 MILES TO A BOAT WORKS ON GG0580'THE RIGHT AND THE STATION ON THE LEFT. GG0580' GG0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GG0580'PAVED ROAD FOR 0.65 MILE TO A SERVICE STATION AND GROCERY STORE GG0580'AND THE AZIMUTH MARK ON THE RIGHT. GG0580' GG0580'REFERENCE MARK 1 IS 2 FEET NORTH OF THE NORTHWEST CORNER OF THE GG0580'BLOCK BUILDING. THE MONUMENT PROJECTS 4 INCHES AND THE DISK GG0580'IS STAMPED LAFLIN NO 1 1961. GG0580' GG0580'REFERENCE MARK 2 IS 95 FEET SOUTH OF THE CENTERLINE OF THE GG0580'PAVED ROAD, 16 FEET NORTHWEST OF A 6 INCH APPLE TREE AND GG0580'2 FEET SOUTH OF THE SOUTH END OF A LARGE ADVERTISING SIGN. GG0580'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LAFLIN NO 2 GG0580'1961. GG0580' GG0580'THE AZIMUTH MARK IS 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER GG0580'OF THE SERVICE STATION AND GROCERY STORE, 38 FEET NORTH OF GG0580'THE CENTERLINE OF THE PAVED ROAD, 7 FEET EAST OF A FENCE GG0580'CORNER AND 5 FEET SOUTHEAST OF A WITNESS POST. THE MONUMENT GG0580'IS FLUSH AND THE DISK IS STAMPED LAFLIN 1961. GG0580' GG0580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GG0580 GG0580 STATION RECOVERY (1984) GG0580 GG0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GG0580'THE SURFACE STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD GG0580'CONDITOIN. THE AZ MK WAS SEARCHED FOR BUT NOT FOUND. THE PROPERTY GG0580'OWNED BELIEVES THE MARK TO STILL BE THERE BUT BURIED. A LENGTHY GG0580'SEARCH PRODUCED NO RESULTS. AN AZ MK 2 WAS ESTABLISHED THIS DATE. THE GG0580'DISTANCES AND DIRECTIONS TO THE RMS AGREED WITH 1961 DATA. THE GG0580'PROPERTY THE STATION IS SITUATED ON IS CURRENTLY BEING OFFERED FOR GG0580'SACE THE PROPERTY OWNED COULD NOT BE ASCERTAINED. A NEW DESCRIPTION GG0580'FOLLOWS. THE STATION IS LOCATED ABOUT 10 1/2 MI E OF SENECA, 3 MI GG0580'(4.8 KM) SW OF NEOSHO, 1.35 MI (2.17 KM) W OF U.S HWY 71, AND JUST S GG0580'OF THE S RIGHT-OF-WAY OF A PAVED ROAD WHICH USED TO BE U.S HWY 60. IN GG0580'THE NE1/4, SEC 34, T25N, R32W. TO REACH THE STATION FROM THE NEOSHO GG0580'HIGH SCHOOL, GO S ON NEOSHO BOULEVARD, WHICH IS ALSO BUSINESS ROUTE GG0580'U.S HWY, FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT AT A WALMART STORE. GG0580'TURN RIGHT ND GO W FOR 0.3 MI (0.5 KM) TO U.S HWY 71. CROSS THE HWY GG0580'AND CONTINUE W ON A PAVED ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON GG0580'THE LEFT AT A SMALL CONCRETE BLOCK BUILDING. GG0580' GG0580'THE STATION IS A STANDARD CGS DISK STAMPED---LAFLIN 1961---, SET INTO GG0580'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, GG0580'RECESSED 2 INCHES, 5 CM, ABOVE THE GROUND. THE STATION IS LOCATED GG0580'58.2 FT (17.7 M) N FROM THE NW CORNER OF A CONCRETE BLOCK BUILDING, GG0580'40.0 FT (12.2 M) W FROM THE CENTERLINE OF A FIELD ENTRANCE AND A GATE, GG0580'34.0 FT (10.4 M) S FROM THE CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) SE GG0580'FROM A WITNESS POST, 1.8 FT (0.5 M) S FROM A FENCE. RM NO 01, IS A GG0580'STANDARD CGS DISK STAMPED---LAFLIN NO 1 1961---, SET INTO THE TOP OF A GG0580'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 04 GG0580'INCHES (10 CM) ABOVE THE GROUND. THE STATION IS LOCATED 2.0 FT (0.6 GG0580'M) N FROM THE NW CORNER OF A CONCRETE BLOCK BUILDING. RM NO 02, IS A GG0580'STANDARD CGS DISK STAMPED---LAFLIN NO 2 1961---, SET INTO THE TOP OF A GG0580'SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN DIAMETER, PROJECTING 2 GG0580'INCHES (5 CM) ABOVE THE GROUND. THE STATION IS LOCATED 108.0 FT (32.9 GG0580'M) SW FROM A POWERLINE POLE, 95.0 FT (29.0 M) S FROM THE CENTERLINE OF GG0580'THE ROAD, 87.9 FT (26.8 M) W FROM A CATTLE PEN FENCE, 77.1 FT (23.5 M) GG0580'NW FROM THE NW CORNER OF A METAL CATTLE SHED. AZ MK NK 02, IS A GG0580'STANDARD NGS DISK STAMPED---LAFLIN 1961 NO 2 1984---, CEMENTED INTO A GG0580'DRILL HOLE IN THE E END OF THE N HEADWALL OF A CONCRETE CULVERT. THE GG0580'STATION IS LOCATED 23.0 FT (7.0 M) E FROM THE CENTERLINE OF THE N- GG0580'ROAD, 18.0 FT (5.5 M) N FROM THE CENTERLINE OF THE E-W ROAD. TO REACH GG0580'THE AZ MK FROM THE STATION, GO W ON THE PAVED ROAD FOR 0.70 MI (1.13 GG0580'KM) TO A CROSSROAD AND THE MARK ON THE N ANGLE OF THE INTERSECTION. GG0580 GG0580 STATION RECOVERY (1990) GG0580 GG0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN) GG0580'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0581 *********************************************************************** GG0581 DESIGNATION - MCELHANY GG0581 PID - GG0581 GG0581 STATE/COUNTY- MO/NEWTON GG0581 USGS QUAD - NEOSHO WEST (1972) GG0581 GG0581 *CURRENT SURVEY CONTROL GG0581 ___________________________________________________________________ GG0581* NAD 83(1997)- 36 47 25.00512(N) 094 27 17.18491(W) ADJUSTED GG0581* NAVD 88 - 367. (meters) 1204. (feet) SCALED GG0581 ___________________________________________________________________ GG0581 LAPLACE CORR- 1.63 (seconds) DEFLEC99 GG0581 GEOID HEIGHT- -28.92 (meters) GEOID99 GG0581 GG0581 HORZ ORDER - SECOND GG0581 GG0581.The horizontal coordinates were established by classical geodetic methods GG0581.and adjusted by the National Geodetic Survey in February 2000. GG0581 GG0581.The orthometric height was scaled from a topographic map. GG0581 GG0581.The Laplace correction was computed from DEFLEC99 derived deflections. GG0581 GG0581.The geoid height was determined by GEOID99. GG0581 GG0581; North East Units Scale Converg. GG0581;SPC MO W - 69,197.855 854,036.471 MT 0.99994138 +0 01 37.5 GG0581;UTM 15 - 4,072,594.760 370,201.359 MT 0.99980756 -0 52 16.9 GG0581 GG0581: Primary Azimuth Mark Grid Az GG0581:SPC MO W - MCELHANY AZ MK 146 31 42.7 GG0581:UTM 15 - MCELHANY AZ MK 147 25 37.1 GG0581 GG0581|---------------------------------------------------------------------| GG0581| PID Reference Object Distance Geod. Az | GG0581| dddmmss.s | GG0581| GG0569 FORT CROWDER NE WATER TANK APPROX. 9.7 KM 0763656.5 | GG0581| GG0575 FORT CROWDER SW WATER TANK APPROX. 8.8 KM 0784731.4 | GG0581| CI2485 MCELHANY RM 1 38.818 METERS 13226 | GG0581| CI2484 MCELHANY AZ MK 1463320.2 | GG0581| GG0579 1208 23.164 METERS 19810 | GG0581|---------------------------------------------------------------------| GG0581 GG0581 SUPERSEDED SURVEY CONTROL GG0581 GG0581 NAD 83(1997)- 36 47 25.00527(N) 094 27 17.18484(W) AD( ) 2 GG0581 NAD 83(1997)- 36 47 25.00592(N) 094 27 17.18486(W) AD( ) 2 GG0581 NAD 83(1997)- 36 47 25.01605(N) 094 27 17.18719(W) AD( ) 2 GG0581 NAD 83(1986)- 36 47 25.02080(N) 094 27 17.18496(W) AD( ) 2 GG0581 NAD 27 - 36 47 24.77430(N) 094 27 16.39890(W) AD( ) 2 GG0581 GG0581.Superseded values are not recommended for survey control. GG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0581.See file dsdata.txt to determine how the superseded data were derived. GG0581 GG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7020172595(NAD 83) GG0581_MARKER: DS = TRIANGULATION STATION DISK GG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0581_STAMPING: MCELHANY 1961 GG0581_MARK LOGO: CGS GG0581_MAGNETIC: N = NO MAGNETIC MATERIAL GG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GG0581+STABILITY: SURFACE MOTION GG0581 GG0581 HISTORY - Date Condition Report By GG0581 HISTORY - 1961 MONUMENTED CGS GG0581 HISTORY - 19840321 GOOD NGS GG0581 HISTORY - 1990 GOOD USPSQD GG0581 GG0581 STATION DESCRIPTION GG0581 GG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0581'ABOUT 4 MILES NORTHWEST OF GOODMAN, ABOUT 8 MILES SOUTHWEST GG0581'OF NEOSHO, ON THE SOUTH SIDE OF THE SOUTHEAST 1/4 OF SEC. 23, GG0581'T. 24 N., R. 33 W., AND ON THE ROAD RIGHT-OF-WAY. IT IS 5 GG0581'FEET NORTHWEST OF A WITNESS POST, 32 FEET EAST OF THE CENTERLINE GG0581'OF A GRAVELED ROAD, 33 FEET SOUTH OF A WIRE FENCE, 54 FEET GG0581'NORTH OF THE CENTERLINE OF COUNTY ROAD AA AND 62 FEET NORTHEAST GG0581'OF A T-ROAD INTERSECTION. THE MONUMENT PROJECTS 1 INCH AND THE GG0581'DISK IS STAMPED MC ELHANY 1961. GG0581' GG0581'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 71 ABOUT GG0581'2 MILES SOUTHWEST OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 FOR GG0581'3.75 MILES TO A CROSSROAD. TURN RIGHT AND GO WEST ON A PAVED GG0581'ROAD (COUNTY ROAD AA) FOR 3.1 MILES TO A SIDE ROAD RIGHT GG0581'AND THE STATION ON THE RIGHT. GG0581' GG0581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GG0581'COUNTY ROAD AA FOR 0.25 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GG0581'GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO MR. MARVIN GG0581'RICHARDSONS DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK JUST GG0581'NORTH OF THE DRIVEWAY ON MR. RICHARDSONS PROPERTY. GG0581' GG0581'REFERENCE MARK 1 IS 2 FEET NORTH OF A WIRE FENCE, 7 FEET GG0581'SOUTH OF A POWER POLE AND 29 FEET SOUTH OF THE CENTERLINE GG0581'OF COUNTY ROAD AA. THE MONUMENT PROJECTS 2 INCHES AND THE DISK GG0581'IS STAMPED MC ELHANY NO 1 1961. GG0581' GG0581'MARK (MO. GEOLOGICAL SURVEY) IS A STANDARD U.S. GEOLOGICAL GG0581'SURVEY CAP DISK RIVETED TO A 4 INCH IRON PIPE PROJECTING GG0581'18 INCHES AND IS STAMPED MO. ELEV. 1208. IT IS 1 FOOT GG0581'NORTHEAST OF A POWER POLE, 11 FEET NORTH OF A FENCE CORNER GG0581'AND 20 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD AA. GG0581' GG0581'THE AZIMUTH MARK IS 17 FEET SOUTH OF A 15 INCH HICKORY TREE, GG0581'23 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 31 FEET WEST GG0581'OF THE CENTERLINE OF A GRAVELED ROAD AND 163 FEET NORTHEAST OF GG0581'THE SOUTHEAST CORNER OF MR. RICHARDSONS HOUSE. THE MONUMENT GG0581'IS FLUSH AND THE DISK IS STAMPED MC ELHANY 1961. GG0581' GG0581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GG0581 GG0581 STATION RECOVERY (1984) GG0581 GG0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GG0581'THE SURFACE STATION MARK, RM 1, BM 1208 USGS AND THE AZ MK WERE GG0581'RECOVERED IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE RM GG0581'AND THE BM AGREED WITH 1961 DATA. AN ELECTRIC TRAVERSE WAS MADE TO GG0581'THE AZ MK. THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SSW OF NEOSHO, GG0581'4 MI (6.4 KM) NW OF GORDON, IN THE SE1/4, SEC 23, T24N, R33W AND ON GG0581'THE N RIGHT-OF-WAY OF STATE ROAD AA, AT ITS JUNCTION WITH A GRAVELED GG0581'ROAD LEADING N. TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 60 GG0581'AN 71, ABOUT 2 MI (3.2 KM) S OF NEOSHO, GO S ON HWY 71 FOR 3.75 MI GG0581'(6.03 KM) TO STATE ROAD AA ON THE RIGHT. TURN RIGHT AND GO W ON ROAD GG0581'AA FOR 3.1 MI (5.0 KM) TO A SIDE ROAD RIGHT AD THE STATION IN THE NE GG0581'ANGLE OF THE INTERSECTION. GG0581' GG0581'THE STATION IS A STANDARD CGS DISK STAMPED---MCELHANY 1961---, SET GG0581'INTO THE TOP OF A SQUARE CONCRETE MOUMENT, 12 INCHES (30 CM) IN GG0581'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 54.0 FT (16.5 M) N GG0581'FROM THE CENTERLINE OF ROAD AA, 33.0 FT (10.1 M) E FROM THE CENTERLINE GG0581'OF THE GRAVELED ROAD, 5.1 FT (1.6 M) NW FROM A WITNESS POST, 1.0 FT GG0581'(0.3 M) SW FROM A DIAGONAL RIGHT-OF-WAY FENCE. RM NO 01, IS A GG0581'STANDARD CGS DISK STAMPED---MCELHANEY NO 1 1961---, SET INTO THE TOP GG0581'OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, GG0581'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND. THE STATION IS LOCATED GG0581'119.6 FT (36.5 M) E FROM A POWERLINE POLE, 29.0 FT (8.8 M) S FROM THE GG0581'CENTERLINE OF ROAD AA, 7.0 FT (2.1 M) S FROM A POWERLINE POLE, 2.0 FT GG0581'(0.6 M) N FROM AN E-W FENCE AND 2 FT (0.6 M) HIGHER THAN THE STATION. GG0581'RM NO 02, IS A STANDARD USGS DISK STAMPED---1208 MO---, SET INTO THE GG0581'TOP OF A METAL PIPE, 3 INCHES (8 CM) IN DIAMETER, PROJECTING 16 INCHES GG0581'(14 CM) ABOVE THE GROUND. THE STATION IS LOCATED, 20.0 FT (6.1 M) S GG0581'FROM THE CENTERLINE OF ROAD AA, 8.5 FT (2.6 M) NNE FROM A TELEPHONE GG0581'CABLE JUNCTION POLE, 1.0 FT (0.3 M) ENE FROM A POWERLINE POLE, AND 2 GG0581'FT (0.6 M) HIGHER THAN THE STATION. AZ MK NO 01, IS A STANDARD CGS GG0581'DISK STAMPED---MCELHANY 1961---, SET INTO THE TOP OF A SQUARE CONCRETE GG0581'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 02 INCHES (5 CM) GG0581'ABOVE THE GROUND. THE STATION IS LOCATED 163.0 FT (49.7 M) NE FROM GG0581'THE SE CORNER OF A HOUSE, 31.5 FT (9.6 M) W FROM THE CENTERLINE OF A GG0581'GRAVELED ROAD, 25.0 FT (7.6 M) N FROM THE CENTERLINE OF A DRIVEWAY, GG0581'17.0 FT (5.2 M) S FROM A 20-INCH DIAMETER HICKORY TREE. TO REACH THE GG0581'AZ MK FROM THE STATION, GO E ON ROAD A FOR 0.25 MI (0.40 KM) TO A SIDE GG0581'ROAD RIGHT. TURN RIGHT AND GO S ON THE ROAD FOR 0.3 MI (0.5 KM) TO A GG0581'DRIVEWAY AND THE MARK ON THE RIGHT. AZ MK NO 01, IS A STANDARD CGS GG0581'DISK STAMPED---MCELHANY 1961---, SET INTO THE TOP OF A SQUARE CONCRETE GG0581'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 02 INCHES (5 CM) GG0581'ABOVE THE GROUND. THE STATION IS LOCATED 103.8 FT (31.6 M) NE FROM GG0581'THE SE CORNER OF A HOUSE, 31.5 FT (9.6 M) W FROM THE CENTERLINE OF A GG0581'GRAVELED ROAD, 25.0 FT (7.6 M) N FROM THE CENTERLINE OF A DRIVEWAY, GG0581'17.0 FT (5.2 M) S FROM A 20-IN DIAMETER HICKORY TEE. TO REACH THE AZ GG0581'MK FROM THE STATION, GO E ON ROAD AA FOR 0.25 MI (0.40 KM) TO A SIDE GG0581'ROAD RIGHT. TURN RIGHT AND GO S ON THE ROAD FOR 0.3 MI (0.5 KM) TO A GG0581'DRIVEWAY AND THE MARK ON THE RIGHT. GG0581 GG0581 STATION RECOVERY (1990) GG0581 GG0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN) GG0581'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GG0682 *********************************************************************** GG0682 DESIGNATION - PTS 9 GG0682 PID - GG0682 GG0682 STATE/COUNTY- MO/NEWTON GG0682 USGS QUAD - RACINE (1978) GG0682 GG0682 *CURRENT SURVEY CONTROL GG0682 ___________________________________________________________________ GG0682* NAD 83(1997)- 36 59 51.71768(N) 094 33 06.02996(W) ADJUSTED GG0682* NAVD 88 - 347. (meters) 1138. (feet) SCALED GG0682 ___________________________________________________________________ GG0682 LAPLACE CORR- 0.75 (seconds) DEFLEC99 GG0682 GEOID HEIGHT- -29.46 (meters) GEOID99 GG0682 GG0682 HORZ ORDER - SECOND GG0682 GG0682.The horizontal coordinates were established by classical geodetic methods GG0682.and adjusted by the National Geodetic Survey in February 2000. GG0682 GG0682.The orthometric height was scaled from a topographic map. GG0682 GG0682.The Laplace correction was computed from DEFLEC99 derived deflections. GG0682 GG0682.The geoid height was determined by GEOID99. GG0682 GG0682; North East Units Scale Converg. GG0682;SPC MO W - 92,215.383 845,400.455 MT 0.99994144 -0 01 51.9 GG0682;SPC KS S - 444,181.527 751,374.957 MT 1.00006374 +2 25 34.9 GG0682;SPC OK N - 227,113.562 906,901.331 MT 1.00005032 +2 02 06.1 GG0682;UTM 15 - 4,095,742.407 361,929.204 MT 0.99983485 -0 56 02.1 GG0682 GG0682 SUPERSEDED SURVEY CONTROL GG0682 GG0682 NAD 83(1997)- 36 59 51.71770(N) 094 33 06.02992(W) AD( ) 2 GG0682 NAD 83(1997)- 36 59 51.71770(N) 094 33 06.02989(W) AD( ) 2 GG0682 NAD 83(1997)- 36 59 51.72422(N) 094 33 06.03195(W) AD( ) 2 GG0682 NAD 83(1986)- 36 59 51.73228(N) 094 33 06.02691(W) AD( ) 2 GG0682 NAD 27 - 36 59 51.50900(N) 094 33 05.21600(W) AD( ) 2 GG0682 GG0682.Superseded values are not recommended for survey control. GG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0682.See file dsdata.txt to determine how the superseded data were derived. GG0682 GG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6192995742(NAD 83) GG0682_MARKER: P = PIPE CAP GG0682_SETTING: 0 = UNSPECIFIED SETTING GG0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GG0682 GG0682 HISTORY - Date Condition Report By GG0682 HISTORY - 1935 MONUMENTED USGS GG0682 HISTORY - 19830907 MARK NOT FOUND NGS GG0682 GG0682 STATION DESCRIPTION GG0682 GG0682'DESCRIBED BY US GEOLOGICAL SURVEY 1935 GG0682'USGS PT NO. 9, 1906, IS 104.54 FEET N BY W OF STATION, 29 GG0682'FEET E OF CENTER OF ROAD, 24 FEET S OF CENTER OF ROAD, AND GG0682'50 FEET S OF HARPERS STORE. IT IS A STANDARD BRASS CAP, GG0682'STAMPED PRIM TRAV STA NO. 9 1906 ELEVATION ABOVE SEA 1142 GG0682'FEET DATUM CRTHC. THE CAP IS ON A 3-INCH PIPE PROJECTING GG0682'16 INCHES. GG0682' GG0682'TO REACH STATION FROM JOPLIN, GO S ON U.S. HIGHWAY 71, 2 GG0682'MILES TO STATE HIGHWAY 57, CONTINUE S ON STATE HIGHWAY 57, GG0682'5.35 MILES TO CROSS ROAD, THENCE W 0.8 MILE TO T, THENCE N GG0682'0.75 MILE TO CROSS ROAD AND STATION ON SE CORNER. GG0682 GG0682 STATION RECOVERY (1983) GG0682 GG0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) GG0682'PTS NO 9 USGS WAS SEARCHED FOR BUT NOT FOUND AND IS PRESUMED GG0682'DESTROYED.