1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0908 *********************************************************************** GF0908 DESIGNATION - CASSVILLE GF0908 PID - GF0908 GF0908 STATE/COUNTY- MO/BARRY GF0908 USGS QUAD - CASSVILLE (1974) GF0908 GF0908 *CURRENT SURVEY CONTROL GF0908 ___________________________________________________________________ GF0908* NAD 83(1997)- 36 39 11.17180(N) 093 48 07.90087(W) ADJUSTED GF0908* NAVD 88 - 472. (meters) 1549. (feet) SCALED GF0908 ___________________________________________________________________ GF0908 LAPLACE CORR- -0.79 (seconds) DEFLEC99 GF0908 GEOID HEIGHT- -28.47 (meters) GEOID03 GF0908 GF0908 HORZ ORDER - FIRST GF0908 GF0908.The horizontal coordinates were established by classical geodetic methods GF0908.and adjusted by the National Geodetic Survey in February 2000. GF0908 GF0908.The orthometric height was scaled from a topographic map. GF0908 GF0908.The Laplace correction was computed from DEFLEC99 derived deflections. GF0908 GF0908.The geoid height was determined by GEOID03. GF0908 GF0908; North East Units Scale Factor Converg. GF0908;SPC MO W - 54,201.862 912,390.621 MT 0.99998912 +0 24 59.7 GF0908;SPC AR N - 258,853.890 238,849.118 MT 1.00010998 -1 02 55.3 GF0908;UTM 15 - 4,056,690.764 428,300.255 MT 0.99966333 -0 28 44.1 GF0908 GF0908! - Elev Factor x Scale Factor = Combined Factor GF0908!SPC MO W - 0.99993037 x 0.99998912 = 0.99991949 GF0908!SPC AR N - 0.99993037 x 1.00010998 = 1.00004034 GF0908!UTM 15 - 0.99993037 x 0.99966333 = 0.99959373 GF0908 GF0908: Primary Azimuth Mark Grid Az GF0908:SPC MO W - CASSVILLE AZ MK 295 14 19.3 GF0908:SPC AR N - CASSVILLE AZ MK 296 42 14.3 GF0908:UTM 15 - CASSVILLE AZ MK 296 08 03.1 GF0908 GF0908|---------------------------------------------------------------------| GF0908| PID Reference Object Distance Geod. Az | GF0908| dddmmss.s | GF0908| GF0902 LOHMER LOOKOUT TOWER APPROX. 8.5 KM 0793753.0 | GF0908| CI1386 CASSVILLE RM 1 49.996 METERS 11542 | GF0908| GF0921 EXETER MUNICIPAL TANK APPROX.12.6 KM 2784736.4 | GF0908| GF0911 CASSVILLE NEW MUNICIPAL TANK APPROX. 7.0 KM 2952622.1 | GF0908| CI1387 CASSVILLE RM 2 53.775 METERS 29539 | GF0908| CI1385 CASSVILLE AZ MK 2953919.0 | GF0908| GF0912 CASSVILLE OLD MUNICIPAL TANK APPROX. 7.0 KM 2954609.0 | GF0908|---------------------------------------------------------------------| GF0908 GF0908 SUPERSEDED SURVEY CONTROL GF0908 GF0908 NAD 83(1997)- 36 39 11.17195(N) 093 48 07.90083(W) AD( ) 1 GF0908 NAD 83(1997)- 36 39 11.17666(N) 093 48 07.90146(W) AD( ) 1 GF0908 NAD 83(1997)- 36 39 11.18293(N) 093 48 07.90148(W) AD( ) 1 GF0908 NAD 83(1986)- 36 39 11.18385(N) 093 48 07.90153(W) AD( ) 1 GF0908 NAD 27 - 36 39 10.94570(N) 093 48 07.19580(W) AD( ) 1 GF0908 GF0908.Superseded values are not recommended for survey control. GF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0908.See file dsdata.txt to determine how the superseded data were derived. GF0908 GF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2830056691(NAD 83) GF0908_MARKER: DS = TRIANGULATION STATION DISK GF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0908+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 GF0908 GF0908 HISTORY - Date Condition Report By GF0908 HISTORY - 1961 MONUMENTED CGS GF0908 HISTORY - 20021218 GOOD GEOCAC GF0908 HISTORY - 20050312 GOOD GEOCAC GF0908 GF0908 STATION DESCRIPTION GF0908 GF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0908'ABOUT 4 MILES SOUTHEAST OF CASSVILLE, AT THE SOUTH EDGE GF0908'OF A PRIVATE AIRPORT OWNED BY MR. R.F. WOOLAWAY AND IN THE GF0908'NORTHEAST 1/4 OF SECTION 1, T 22 W, R 27 W. IT IS 62 FEET GF0908'NORTH OF THE CENTERLINE OF HIGHWAY 76, 169.6 FEET SOUTH OF GF0908'THE SOUTHWEST CORNER OF A HANGAR AND 204 FEET SOUTHEAST OF GF0908'THE SOUTHEAST CORNER OF A HANGAR. THE MONUMENT IS 2 INCHES GF0908'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GF0908'CASSVILLE 1961. GF0908' GF0908'TO REACH FROM THE JUNCTION OF HIGHWAYS 76, 86, 112 AND 148 GF0908'AT THE SOUTHEAST EDGE OF CASSVILLE, GO SOUTH ON HIGHWAY 76, GF0908'86 AND 112 FOR 1.5 MILES TO WHERE HIGHWAY 76 AND 86 TURNS GF0908'SHARP LEFT EAST. TURN LEFT AND GO EAST ON HIGHWAY 76 AND 86 GF0908'FOR 2.25 MILES TO A CROSSROAD*. CONTINUE EAST ON THE HIGHWAY GF0908'FOR 0.45 MILE TO WHERE HIGHWAY 86 TURNS SOUTH. CONTINUE GF0908'EAST ON HIGHWAY 76 FOR 0.35 MILE TO THE STATION ON THE LEFT. GF0908' GF0908'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A GF0908'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT. GF0908' GF0908'REFERENCE MARK 1 IS 2 FEET WEST OF A POWER POLE AND 29 FEET GF0908'NORTH OF THE CENTERLINE OF THE HIGHWAY. THE MONUMENT IS GF0908'FLUSH AND THE DISK IS STAMPED CASSVILLE NO 1 1961. GF0908' GF0908'REFERENCE MARK 2 IS 2 FEET SOUTHEAST OF A CONCRETE SLAB 15 GF0908'FEET EAST OF A WIRE FENCE, 56 FEET SOUTH OF A POWER POLE, GF0908'68 FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR AND 99 GF0908'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. THE MONUMENT GF0908'IS FLUSH AND THE DISK IS STAMPED CASSVILLE NO 2 1961. GF0908' GF0908'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 3 FEET GF0908'NORTHEAST OF A WITNESS POST, 10 FEET NORTH OF A POWER POLE, GF0908'18 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 19 FEET GF0908'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 86 FEET SOUTHEAST GF0908'OF THE SOUTHEAST CORNER OF A HOUSE. THE MONUMENT PROJECTS 6 GF0908'INCHES AND THE DISK IS STAMPED CASSVILLE 1961. GF0908' GF0908'NO MEASUREMENT BETWEEN R.MS SET NEAR 180 DEGREES. GF0908' GF0908'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GF0908 GF0908 STATION RECOVERY (2002) GF0908 GF0908'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0908'STATION,AZIMUTH,REF.1,2. GF0908 GF0908 STATION RECOVERY (2005) GF0908 GF0908'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0908'THE STATION MARK, REF MARK 1, AND 2 WERE RECOVERED IN EXCELLENT SHAPE. GF0908' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0902 *********************************************************************** GF0902 DESIGNATION - LOHMER LOOKOUT TOWER GF0902 PID - GF0902 GF0902 STATE/COUNTY- MO/BARRY GF0902 USGS QUAD - SHELL KNOB (1974) GF0902 GF0902 *CURRENT SURVEY CONTROL GF0902 ___________________________________________________________________ GF0902* NAD 83(1997)- 36 40 00.53182(N) 093 42 32.13598(W) ADJUSTED GF0902* NAVD 88 - GF0902 ___________________________________________________________________ GF0902 LAPLACE CORR- -1.09 (seconds) DEFLEC99 GF0902 GEOID HEIGHT- -28.52 (meters) GEOID03 GF0902 GF0902 HORZ ORDER - THIRD GF0902 GF0902.The horizontal coordinates were established by classical geodetic methods GF0902.and adjusted by the National Geodetic Survey in February 2000. GF0902 GF0902 GF0902.The Laplace correction was computed from DEFLEC99 derived deflections. GF0902 GF0902.The geoid height was determined by GEOID03. GF0902 GF0902; North East Units Scale Factor Converg. GF0902;SPC MO W - 55,788.041 920,717.296 MT 1.00000277 +0 28 20.7 GF0902;SPC MO C - 93,160.839 391,928.599 MT 1.00007717 -0 43 19.2 GF0902;UTM 15 - 4,058,146.099 436,647.871 MT 0.99964945 -0 25 24.1 GF0902 GF0902 SUPERSEDED SURVEY CONTROL GF0902 GF0902 NAD 83(1997)- 36 40 00.53197(N) 093 42 32.13582(W) AD( ) 4 GF0902 NAD 83(1997)- 36 40 00.53679(N) 093 42 32.13710(W) AD( ) 4 GF0902 NAD 83(1997)- 36 40 00.54289(N) 093 42 32.13678(W) AD( ) 4 GF0902 NAD 83(1986)- 36 40 00.54378(N) 093 42 32.13624(W) AD( ) 4 GF0902 NAD 27 - 36 40 00.30800(N) 093 42 31.43700(W) AD( ) 3 GF0902 GF0902.Superseded values are not recommended for survey control. GF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0902.See file dsdata.txt to determine how the superseded data were derived. GF0902 GF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3664858146(NAD 83) GF0902_MARKER: 57 = LOOKOUT TOWER GF0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0902+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 GF0902 GF0902 HISTORY - Date Condition Report By GF0902 HISTORY - 1961 FIRST OBSERVED CGS GF0902 HISTORY - 20020818 GOOD GEOCAC GF0902 HISTORY - 20050312 GOOD GEOCAC GF0902 GF0902 STATION DESCRIPTION GF0902 GF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0902'THE STATION IS THE CENTER OF THE TOP OF THE TOWER. IT IS GF0902'A 4 LEGGED STEEL STRUCTURE WITH A METAL AND GLASS OBSERVATION ROOM GF0902'AT THE TOP. IT IS ABOUT 110 FEET HIGH. IT IS ABOUT 8-1/2 MILES GF0902'EAST OF CASSVILLE ON LINE BETWEEN SECTIONS 35 AND 26, T. 23 N., GF0902'R. 26 W. GF0902' GF0902'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 148, 112, 76 AND 86 GF0902'IN THE SOUTHEAST RESIDENTIAL SECTION OF CASSVILLE, GO SOUTHERLY GF0902'ON HIGHWAYS 112, 76 AND 86 FOR 1.45 MILES TO A SIDE GF0902'ROAD LEFT. TURN LEFT AND GO EASTERLY ON HIGHWAY 76 GF0902'AND 86 FOR 2.6 MILES TO WHERE HIGHWAY 86 TURNS GF0902'RIGHT. CONTINUE AHEAD, EASTERLY ON HIGHWAY 76 FOR 3.85 MILES TO GF0902'A Y-FORK. KEEP LEFT AND GO NORTHEAST AND EAST ON HIGHWAY 76 GF0902'FOR 1.8 MILES TO THE STATION ON THE LEFT. GF0902 GF0902 STATION RECOVERY (2002) GF0902 GF0902'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0902'RECOVERED IN GOOD CONDITION. GF0902 GF0902 STATION RECOVERY (2005) GF0902 GF0902'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0902'TOWER IS EASY TO SPOT. THERE ARE OTHER MARKS BENEATH THE TOWER WHICH GF0902'ARE NOT NGS ASSOCIATED MARKS. THE TOWER MARK IS INTACT BUT A LITTLE GF0902'WORN. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0907 *********************************************************************** GF0907 DESIGNATION - ROCK GF0907 PID - GF0907 GF0907 STATE/COUNTY- MO/BARRY GF0907 USGS QUAD - CASSVILLE (1974) GF0907 GF0907 *CURRENT SURVEY CONTROL GF0907 ___________________________________________________________________ GF0907* NAD 83(1997)- 36 37 54.79590(N) 093 45 22.74122(W) ADJUSTED GF0907* NAVD 88 - 436. (meters) 1430. (feet) SCALED GF0907 ___________________________________________________________________ GF0907 LAPLACE CORR- -0.86 (seconds) DEFLEC99 GF0907 GEOID HEIGHT- -28.48 (meters) GEOID03 GF0907 GF0907 HORZ ORDER - SECOND GF0907 GF0907.The horizontal coordinates were established by classical geodetic methods GF0907.and adjusted by the National Geodetic Survey in February 2000. GF0907 GF0907.The orthometric height was scaled from a topographic map. GF0907 GF0907.The Laplace correction was computed from DEFLEC99 derived deflections. GF0907 GF0907.The geoid height was determined by GEOID03. GF0907 GF0907; North East Units Scale Factor Converg. GF0907;SPC MO W - 51,878.441 916,510.837 MT 0.99999566 +0 26 37.5 GF0907;SPC AR N - 256,425.576 242,909.028 MT 1.00010312 -1 01 19.2 GF0907;UTM 15 - 4,054,304.043 432,382.308 MT 0.99965633 -0 27 04.6 GF0907 GF0907! - Elev Factor x Scale Factor = Combined Factor GF0907!SPC MO W - 0.99993602 x 0.99999566 = 0.99993168 GF0907!SPC AR N - 0.99993602 x 1.00010312 = 1.00003914 GF0907!UTM 15 - 0.99993602 x 0.99965633 = 0.99959238 GF0907 GF0907: Primary Azimuth Mark Grid Az GF0907:SPC MO W - EAGLE 190 08 31.8 GF0907:SPC AR N - EAGLE 191 36 28.5 GF0907:UTM 15 - EAGLE 191 02 13.9 GF0907 GF0907|---------------------------------------------------------------------| GF0907| PID Reference Object Distance Geod. Az | GF0907| dddmmss.s | GF0907| CI2203 ROCK RM 3 60.396 METERS 14722 | GF0907| GF0914 EAGLE APPROX. 5.2 KM 1903509.3 | GF0907| CI2201 ROCK RM 1 28.736 METERS 22158 | GF0907| CI2202 ROCK RM 2 29.050 METERS 31108 | GF0907|---------------------------------------------------------------------| GF0907 GF0907 SUPERSEDED SURVEY CONTROL GF0907 GF0907 NAD 83(1997)- 36 37 54.79604(N) 093 45 22.74115(W) AD( ) 2 GF0907 NAD 83(1997)- 36 37 54.80092(N) 093 45 22.74216(W) AD( ) 2 GF0907 NAD 83(1997)- 36 37 54.80701(N) 093 45 22.74190(W) AD( ) 2 GF0907 NAD 83(1986)- 36 37 54.80757(N) 093 45 22.74164(W) AD( ) 2 GF0907 NAD 27 - 36 37 54.56790(N) 093 45 22.04330(W) AD( ) 2 GF0907 GF0907.Superseded values are not recommended for survey control. GF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0907.See file dsdata.txt to determine how the superseded data were derived. GF0907 GF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3238254304(NAD 83) GF0907_MARKER: DS = TRIANGULATION STATION DISK GF0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0907 GF0907 HISTORY - Date Condition Report By GF0907 HISTORY - 1961 MONUMENTED CGS GF0907 HISTORY - 20020824 GOOD GEOCAC GF0907 HISTORY - 20050312 GOOD GEOCAC GF0907 GF0907 STATION DESCRIPTION GF0907 GF0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0907'ABOUT 7 MILES SOUTHEAST OF CASSVILLE, 5-1/2 MILES NORTH OF GF0907'EAGLE ROCK, IN THE SW 1/4 OF SEC. 9, T-22-N, R-26-W, AND IN THE GF0907'MARK TWAIN NATIONAL FOREST. IT IS 86 FEET SOUTHEAST OF AN 8 INCH GF0907'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, 31.5 GF0907'FEET NORTHEAST OF A ROUND TOP WHITE POST WHICH IS ABOUT 5 FEET GF0907'HIGH, 19 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD AND GF0907'3 FEET SOUTHWEST OF A WITNESS POST. THE MONUMENT PROJECTS GF0907'4 INCHES AND THE DISK IS STAMPED ROCK 1961. GF0907' GF0907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 112, GF0907'86 AND 76 ABOUT A MILE SOUTH OF CASSVILLE, GO EAST ON HIGHWAY GF0907'86 AND 76 FOR 2.8 MILES TO THE JUNCTION OF HIGHWAY 86. CONTINUE GF0907'EAST ON HIGHWAY 76 FOR 3.65 MILES TO AN OLD DESERTED HOUSE ON GF0907'THE RIGHT. TURN RIGHT AND PASS TO THE WEST OF THE HOUSE ON A GF0907'TRACK ROAD FOR 0.15 MILE TO A GATE. PASS THROUGH THE GATE AND GF0907'CONTINUE SOUTH ON THE TRACK ROAD FOR 1.1 MILES TO THE STATION GF0907'ON THE LEFT. GF0907' GF0907'REFERENCE MARK 1 IS 98 FEET SOUTHWEST OF THE WITNESS POST, 21 GF0907'FEET EAST OF A 40 INCH OAK TREE, AND 16 FEET NORTHWEST OF A GF0907'14 INCH OAK TREE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK GF0907'IS STAMPED ROCK NO 1 1961. GF0907' GF0907'REFERENCE MARK 2 IS 33 FEET SOUTHWEST OF THE CENTERLINE OF THE GF0907'TRACK ROAD AND 28 FEET SOUTHWEST OF THE TRIANGULAR BLAZED GF0907'OAK TREE. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS GF0907'STAMPED ROCK NO 2 1961. GF0907' GF0907'REFERENCE MARK 3 IS 32 FEET SOUTH OF A 36 INCH OAK TREE, 6 FEET GF0907'NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT WEST GF0907'OF A WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE GF0907'DISK IS STAMPED ROCK NO 3 1961. GF0907' GF0907'REFERENCE MARK 3 WAS ESTABLISHED BY PRECISE SURVEY METHODS GF0907'SINCE THERE WAS NO AVAILABLE PLACE FOR AN AZIMUTH MARK. GF0907' GF0907'NOTE- THERE WAS NO AVAILABLE PICTURE POINT. GF0907' GF0907'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GF0907 GF0907 STATION RECOVERY (2002) GF0907 GF0907'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0907'STATION,REF.1,2.DID NOT RECOVER REF.3 GF0907 GF0907 STATION RECOVERY (2005) GF0907 GF0907'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0907'MARK WAS EASILY LOCATED. ALL THREE REFERENCE MARKS WERE RECOVERED AS GF0907'WELL. MARKS WERE ALL IN EXCELLENT SHAPE.