1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0892 *********************************************************************** GF0892 DESIGNATION - CAPE GF0892 PID - GF0892 GF0892 STATE/COUNTY- MO/STONE GF0892 USGS QUAD - CAPE FAIR (1974) GF0892 GF0892 *CURRENT SURVEY CONTROL GF0892 ___________________________________________________________________ GF0892* NAD 83(1997)- 36 44 07.83326(N) 093 32 35.54493(W) ADJUSTED GF0892* NAVD 88 - 405. (meters) 1329. (feet) SCALED GF0892 ___________________________________________________________________ GF0892 LAPLACE CORR- -1.36 (seconds) DEFLEC99 GF0892 GEOID HEIGHT- -28.78 (meters) GEOID03 GF0892 GF0892 HORZ ORDER - THIRD GF0892 GF0892.The horizontal coordinates were established by classical geodetic methods GF0892.and adjusted by the National Geodetic Survey in February 2000. GF0892 GF0892.The orthometric height was scaled from a topographic map. GF0892 GF0892.The Laplace correction was computed from DEFLEC99 derived deflections. GF0892 GF0892.The geoid height was determined by GEOID03. GF0892 GF0892; North East Units Scale Factor Converg. GF0892;SPC MO C - 100,610.007 406,826.504 MT 1.00004025 -0 37 26.4 GF0892;SPC MO W - 63,546.057 935,455.942 MT 1.00003111 +0 34 20.3 GF0892;UTM 15 - 4,065,669.719 451,500.484 MT 0.99962898 -0 19 29.7 GF0892 GF0892! - Elev Factor x Scale Factor = Combined Factor GF0892!SPC MO C - 0.99994094 x 1.00004025 = 0.99998119 GF0892!SPC MO W - 0.99994094 x 1.00003111 = 0.99997205 GF0892!UTM 15 - 0.99994094 x 0.99962898 = 0.99956994 GF0892 GF0892: Primary Azimuth Mark Grid Az GF0892:SPC MO C - CAPE AZ MK 225 36 03.4 GF0892:SPC MO W - CAPE AZ MK 224 24 16.7 GF0892:UTM 15 - CAPE AZ MK 225 18 06.7 GF0892 GF0892|---------------------------------------------------------------------| GF0892| PID Reference Object Distance Geod. Az | GF0892| dddmmss.s | GF0892| CI1358 CAPE RM 1 19.951 METERS 09024 | GF0892| GF0895 PILOT KNOB LOT APPROX.20.9 KM 1804249.8 | GF0892| CI1357 CAPE AZ MK 2245837.0 | GF0892| CI1359 CAPE RM 2 18.270 METERS 34923 | GF0892|---------------------------------------------------------------------| GF0892 GF0892 SUPERSEDED SURVEY CONTROL GF0892 GF0892 NAD 83(1997)- 36 44 07.83388(N) 093 32 35.54492(W) AD( ) 3 GF0892 NAD 83(1997)- 36 44 07.83777(N) 093 32 35.54587(W) AD( ) 3 GF0892 NAD 83(1997)- 36 44 07.84342(N) 093 32 35.54434(W) AD( ) 3 GF0892 NAD 83(1986)- 36 44 07.84405(N) 093 32 35.54397(W) AD( ) 3 GF0892 NAD 27 - 36 44 07.62150(N) 093 32 34.86260(W) AD( ) 3 GF0892 GF0892.Superseded values are not recommended for survey control. GF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0892.See file dsdata.txt to determine how the superseded data were derived. GF0892 GF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5150065670(NAD 83) GF0892_MARKER: DS = TRIANGULATION STATION DISK GF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0892+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002 GF0892 GF0892 HISTORY - Date Condition Report By GF0892 HISTORY - 1961 MONUMENTED CGS GF0892 HISTORY - 20020924 GOOD GEOCAC GF0892 GF0892 STATION DESCRIPTION GF0892 GF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0892'ABOUT 1-3/4 MILES WEST-NORTHWEST OF CAPE FAIR, ABOUT 2 MILES GF0892'EAST OF THE STONE-BARRY COUNTY LINE AND ON THE HIGHWAY RIGHT-OF-WAY GF0892'IT IS 6 FEET NORTH OF A WIRE FENCE AND A WITNESS POST, 31 FEET GF0892'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 76 AND 184.2 FEET GF0892'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE. THE MONUMENT GF0892'IS FLUSH AND THE DISK IS STAMPED CAPE 1961. GF0892' GF0892'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 76 AND 173 AT GF0892'THE NORTH EDGE OF THE VILLAGE OF CAPE FAIR, GO WESTERLY ON GF0892'HIGHWAY 76 FOR 2.1 MILES TO THE STATION ON THE LEFT. GF0892' GF0892'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON GF0892'STATE HIGHWAY 76 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT. GF0892' GF0892'REFERENCE MARK 1 IS 8 FEET NORTH OF A WIRE FENCE, 40 FEET SOUTH GF0892'OF THE CENTERLINE OF HIGHWAY 76 AND 67 FEET EAST OF THE WITNESS GF0892'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CAPE NO 1 GF0892'1961. GF0892' GF0892'REFERENCE MARK 2 IS 29 FEET NORTH OF THE CENTERLINE OF HIGHWAY GF0892'76 AND 66 FEET NORTH OF THE WITNESS POST. THE MONUMENT IS GF0892'FLUSH AND THE DISK IS STAMPED CAPE NO 2 1961. GF0892' GF0892'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WIRE FENCE, 3 FEET GF0892'NORTH OF A WITNESS POST, 18 FEET WEST OF A POWER POLE AND 34 GF0892'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 76. THE MONUMENT GF0892'PROJECTS 6 INCHES AND THE DISK IS STAMPED CAPE 1961. GF0892' GF0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0892 GF0892 STATION RECOVERY (2002) GF0892 GF0892'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0892'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0881 *********************************************************************** GF0881 DESIGNATION - CRANE GF0881 PID - GF0881 GF0881 STATE/COUNTY- MO/STONE GF0881 USGS QUAD - ELSEY (1974) GF0881 GF0881 *CURRENT SURVEY CONTROL GF0881 ___________________________________________________________________ GF0881* NAD 83(1997)- 36 51 49.58040(N) 093 36 28.18237(W) ADJUSTED GF0881* NAVD 88 - 418. (meters) 1371. (feet) SCALED GF0881 ___________________________________________________________________ GF0881 LAPLACE CORR- -1.41 (seconds) DEFLEC99 GF0881 GEOID HEIGHT- -28.91 (meters) GEOID03 GF0881 GF0881 HORZ ORDER - SECOND GF0881 GF0881.The horizontal coordinates were established by classical geodetic methods GF0881.and adjusted by the National Geodetic Survey in February 2000. GF0881 GF0881.The orthometric height was scaled from a topographic map. GF0881 GF0881.The Laplace correction was computed from DEFLEC99 derived deflections. GF0881 GF0881.The geoid height was determined by GEOID03. GF0881 GF0881; North East Units Scale Factor Converg. GF0881;SPC MO C - 114,908.483 401,219.544 MT 1.00005350 -0 39 52.8 GF0881;SPC MO W - 77,723.859 929,551.361 MT 1.00001911 +0 32 06.9 GF0881;UTM 15 - 4,079,932.774 445,821.200 MT 0.99963616 -0 21 52.8 GF0881 GF0881! - Elev Factor x Scale Factor = Combined Factor GF0881!SPC MO C - 0.99993892 x 1.00005350 = 0.99999241 GF0881!SPC MO W - 0.99993892 x 1.00001911 = 0.99995803 GF0881!UTM 15 - 0.99993892 x 0.99963616 = 0.99957510 GF0881 GF0881: Primary Azimuth Mark Grid Az GF0881:SPC MO C - CRANE AZ MK 358 28 13.4 GF0881:SPC MO W - CRANE AZ MK 357 16 13.7 GF0881:UTM 15 - CRANE AZ MK 358 10 13.4 GF0881 GF0881|---------------------------------------------------------------------| GF0881| PID Reference Object Distance Geod. Az | GF0881| dddmmss.s | GF0881| CI0676 CRANE RM 1 11.606 METERS 19030 | GF0881| CI0677 CRANE RM 2 17.584 METERS 29922 | GF0881| CI0675 CRANE AZ MK 3574820.6 | GF0881|---------------------------------------------------------------------| GF0881 GF0881 SUPERSEDED SURVEY CONTROL GF0881 GF0881 NAD 83(1997)- 36 51 49.58090(N) 093 36 28.18217(W) AD( ) 2 GF0881 NAD 83(1997)- 36 51 49.58246(N) 093 36 28.18292(W) AD( ) 2 GF0881 NAD 83(1997)- 36 51 49.59057(N) 093 36 28.18307(W) AD( ) 2 GF0881 NAD 83(1986)- 36 51 49.59178(N) 093 36 28.18269(W) AD( ) 2 GF0881 NAD 27 - 36 51 49.38800(N) 093 36 27.46170(W) AD( ) 2 GF0881 GF0881.Superseded values are not recommended for survey control. GF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0881.See file dsdata.txt to determine how the superseded data were derived. GF0881 GF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4582179933(NAD 83) GF0881_MARKER: DS = TRIANGULATION STATION DISK GF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0881+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 GF0881 GF0881 HISTORY - Date Condition Report By GF0881 HISTORY - 1959 MONUMENTED CGS GF0881 HISTORY - 20021003 GOOD GEOCAC GF0881 GF0881 STATION DESCRIPTION GF0881 GF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM) GF0881'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SEC. 18, GF0881'T 25 N, R 25 W. IT IS ABOUT 3 MILES SOUTHWEST OF CRANE AND ABOUT GF0881'4 MILES WEST OF ELSEY. IT IS 52 FEET SOUTHEAST OF THE CENTER GF0881'OF THE INTERSECTION OF A CROSSROAD, 27 FEET EAST OF THE GF0881'CENTERLINE OF COUNTY HIGHWAY D, 3 FEET NORTH OF A WITNESS POST, GF0881'AND 2 FEET WEST OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK GF0881'IS STAMPED CRANE 1959. GF0881' GF0881'TO REACH THE STATION FROM THE POST OFFICE IN CRANE, GO EAST FOR GF0881'0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 134 AND 173. TURN GF0881'RIGHT AND GO SOUTHERLY ON HIGHWAY 134 AND 173 FOR 0.6 MILE GF0881'TO THE JUNCTION OF STATE HIGHWAY 134, 173 AND COUNTY HIGHWAY D. GF0881'TURN RIGHT AND GO SOUTHWESTERLY ON HIGHWAY D FOR 2.75 MILES TO GF0881'THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE ROAD. CONTINUE GF0881'AHEAD ON HIGHWAY D FOR 0.65 MILE TO THE STATION ON THE LEFT, GF0881'JUST SOUTH OF A CROSSROAD ON HIGHWAY PROPERTY. GF0881' GF0881'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE WITNESS POST, 26 FEET GF0881'EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, AND 6 INCHES WEST GF0881'OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GF0881'CRANE NO 1 1959. GF0881' GF0881'REFERENCE MARK 2 IS 39 FEET SOUTHWEST OF THE CENTER OF THE GF0881'CROSSROAD, 31 FEET WEST OF THE CENTERLINE OF HIGHWAY D, AND 1 GF0881'FOOT SOUTH OF A TELEPHONE POLE. THE MONUMENT IS FLUSH AND THE GF0881'DISK IS STAMPED CRANE NO 2 1959. GF0881' GF0881'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF HIGHWAY GF0881'D, 2 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT EAST OF A GF0881'FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED GF0881'CRANE 1959. GF0881' GF0881'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0881 GF0881 STATION RECOVERY (2002) GF0881 GF0881'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0881'STATION,AZIMUTH,REF.1,AND REF.2. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0878 *********************************************************************** GF0878 DESIGNATION - CRANE MUNICIPAL TANK GF0878 PID - GF0878 GF0878 STATE/COUNTY- MO/STONE GF0878 USGS QUAD - CRANE (1974) GF0878 GF0878 *CURRENT SURVEY CONTROL GF0878 ___________________________________________________________________ GF0878* NAD 83(1997)- 36 54 36.37709(N) 093 34 12.21736(W) ADJUSTED GF0878* NAVD 88 - GF0878 ___________________________________________________________________ GF0878 LAPLACE CORR- -0.27 (seconds) DEFLEC99 GF0878 GEOID HEIGHT- -29.00 (meters) GEOID03 GF0878 GF0878 HORZ ORDER - THIRD GF0878 GF0878.The horizontal coordinates were established by classical geodetic methods GF0878.and adjusted by the National Geodetic Survey in February 2000. GF0878 GF0878 GF0878.The Laplace correction was computed from DEFLEC99 derived deflections. GF0878 GF0878.The geoid height was determined by GEOID03. GF0878 GF0878; North East Units Scale Factor Converg. GF0878;SPC MO C - 120,011.754 404,644.922 MT 1.00004531 -0 38 33.7 GF0878;SPC MO W - 82,897.639 932,868.974 MT 1.00002575 +0 33 30.7 GF0878;UTM 15 - 4,085,051.792 449,218.385 MT 0.99963177 -0 20 32.5 GF0878 GF0878 SUPERSEDED SURVEY CONTROL GF0878 GF0878 NAD 83(1997)- 36 54 36.37788(N) 093 34 12.21738(W) AD( ) 4 GF0878 NAD 83(1997)- 36 54 36.37889(N) 093 34 12.21745(W) AD( ) 4 GF0878 NAD 83(1997)- 36 54 36.38743(N) 093 34 12.21789(W) AD( ) 4 GF0878 NAD 83(1986)- 36 54 36.38889(N) 093 34 12.21771(W) AD( ) 4 GF0878 NAD 27 - 36 54 36.18200(N) 093 34 11.50100(W) AD( ) 3 GF0878 GF0878.Superseded values are not recommended for survey control. GF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0878.See file dsdata.txt to determine how the superseded data were derived. GF0878 GF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4921885052(NAD 83) GF0878_MARKER: 53 = ELEVATED TANK GF0878 GF0878 HISTORY - Date Condition Report By GF0878 HISTORY - 1959 FIRST OBSERVED CGS GF0878 HISTORY - 20021003 GOOD GEOCAC GF0878 GF0878 STATION DESCRIPTION GF0878 GF0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM) GF0878'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK. THE GF0878'TANK IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH GF0878'THE LEGEND CRANE PAINTED ON THE NORTH AND SOUTH SIDES IN GF0878'BLACK LETTERS. THE OVERALL HEIGHT IS ABOUT 125 FEET. GF0878' GF0878'THE TANK IS LOCATED IN THE NORTHEAST SECTION OF CRANE AND IS GF0878'OWNED BY THE CITY OF CRANE. GF0878 GF0878 STATION RECOVERY (2002) GF0878 GF0878'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0878'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0777 *********************************************************************** GF0777 DESIGNATION - LAMPE GF0777 PID - GF0777 GF0777 STATE/COUNTY- MO/STONE GF0777 USGS QUAD - LAMPE (1989) GF0777 GF0777 *CURRENT SURVEY CONTROL GF0777 ___________________________________________________________________ GF0777* NAD 83(1997)- 36 33 47.34321(N) 093 26 16.58613(W) ADJUSTED GF0777* NAVD 88 - 400. (meters) 1312. (feet) SCALED GF0777 ___________________________________________________________________ GF0777 LAPLACE CORR- -0.53 (seconds) DEFLEC99 GF0777 GEOID HEIGHT- -28.56 (meters) GEOID03 GF0777 GF0777 HORZ ORDER - SECOND GF0777 GF0777.The horizontal coordinates were established by classical geodetic methods GF0777.and adjusted by the National Geodetic Survey in February 2000. GF0777 GF0777.The orthometric height was scaled from a topographic map. GF0777 GF0777.The Laplace correction was computed from DEFLEC99 derived deflections. GF0777 GF0777.The geoid height was determined by GEOID03. GF0777 GF0777; North East Units Scale Factor Converg. GF0777;SPC MO C - 81,386.512 416,041.657 MT 1.00002015 -0 33 31.6 GF0777;SPC MO W - 44,518.523 945,069.749 MT 1.00005249 +0 37 57.8 GF0777;SPC AR N - 248,336.037 271,272.050 MT 1.00008186 -0 50 12.3 GF0777;UTM 15 - 4,046,502.282 460,811.875 MT 0.99961892 -0 15 39.2 GF0777 GF0777! - Elev Factor x Scale Factor = Combined Factor GF0777!SPC MO C - 0.99994169 x 1.00002015 = 0.99996184 GF0777!SPC MO W - 0.99994169 x 1.00005249 = 0.99999418 GF0777!SPC AR N - 0.99994169 x 1.00008186 = 1.00002354 GF0777!UTM 15 - 0.99994169 x 0.99961892 = 0.99956063 GF0777 GF0777: Primary Azimuth Mark Grid Az GF0777:SPC MO C - LAMPE AZ MK 188 40 40.8 GF0777:SPC MO W - LAMPE AZ MK 187 29 11.4 GF0777:SPC AR N - LAMPE AZ MK 188 57 21.5 GF0777:UTM 15 - LAMPE AZ MK 188 22 48.4 GF0777 GF0777|---------------------------------------------------------------------| GF0777| PID Reference Object Distance Geod. Az | GF0777| dddmmss.s | GF0777| GF0776 WILDERNESS LOOKOUT TOWER 119.720 METERS 09925 | GF0777| CI1843 LAMPE RM 1 24.300 METERS 13115 | GF0777| CI1842 LAMPE AZ MK 1880709.2 | GF0777| CI1844 LAMPE RM 2 37.745 METERS 25340 | GF0777|---------------------------------------------------------------------| GF0777 GF0777 SUPERSEDED SURVEY CONTROL GF0777 GF0777 NAD 83(1997)- 36 33 47.34339(N) 093 26 16.58618(W) AD( ) 2 GF0777 NAD 83(1997)- 36 33 47.34922(N) 093 26 16.58780(W) AD( ) 2 GF0777 NAD 83(1997)- 36 33 47.35450(N) 093 26 16.58003(W) AD( ) 2 GF0777 NAD 83(1986)- 36 33 47.35469(N) 093 26 16.58036(W) AD( ) 2 GF0777 NAD 27 - 36 33 47.12400(N) 093 26 15.90650(W) AD( ) 2 GF0777 GF0777.Superseded values are not recommended for survey control. GF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0777.See file dsdata.txt to determine how the superseded data were derived. GF0777 GF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6081246502(NAD 83) GF0777_MARKER: DS = TRIANGULATION STATION DISK GF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0777 GF0777 HISTORY - Date Condition Report By GF0777 HISTORY - 1961 MONUMENTED CGS GF0777 HISTORY - 1975 GOOD NGS GF0777 HISTORY - 1987 GOOD USPSQD GF0777 HISTORY - 20020919 GOOD GEOCAC GF0777 GF0777 STATION DESCRIPTION GF0777 GF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0777'LOCATED IN THE SOUTH EDGE OF THE SMALL VILLAGE OF LAMPE IN GF0777'THE SW 1/4 OF SEC. 33, T-22-N, R-23-W, AND ON THE PROPERTY OF GF0777'THE MISSOURI CONSERVATION COMMISSION. IT IS 111 FEET EAST OF THE GF0777'SOUTHWEST CORNER OF A FRAME HOUSE, 18 FEET NORTH OF THE CENTERLINE GF0777'OF A GRAVELED ROAD, 13 FEET SOUTHWEST OF A WITNESS POST AND 12 GF0777'FEET SOUTHEAST OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK GF0777'IS STAMPED LAMPE 1961. GF0777' GF0777'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY GF0777'13 AND COUNTY ROAD HH IN LAMPE, GO SOUTH ON HIGHWAY 13 FOR GF0777'0.05 MILE TO A SIDE ROAD LEFT AND A SIGN WILDERNESS LOOKOUT GF0777'TOWER. TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05 GF0777'MILE TO THE STATION ON THE LEFT. GF0777' GF0777'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE GF0777'HIGHWAY 13 AND COUNTY ROAD HH, GO SOUTH ON HIGHWAY 13 FOR 0.35 GF0777'MILE TO THE AZIMUTH MARK ON THE RIGHT. GF0777' GF0777'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE CENTERLINE OF THE GF0777'GRAVELED ROAD, AND 1 FOOT NORTH OF A FENCE. THE MONUMENT GF0777'IS FLUSH AND THE DISK IS STAMPED LAMPE NO 1 1961. GF0777' GF0777'REFERENCE MARK 2 IS 46 FEET SOUTHEAST OF A CATTLE GUARD, 23 GF0777'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 15 FEET GF0777'NORTH OF THE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS GF0777'STAMPED LAMPE NO 2 1961. GF0777' GF0777'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF THE GF0777'HIGHWAY, 2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT EAST OF GF0777'A FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GF0777'LAMPE 1961. GF0777' GF0777'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GF0777 GF0777 STATION RECOVERY (1975) GF0777 GF0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) GF0777'THE STATION WAS RECOVERED AS DESCRIBED IN 1961 AND ALL MARKS WERE GF0777'FOUND IN GOOD CONDITION. THE 1961 DESCRIPTION IS ADEQUATE FOR GF0777'RECOVERY. GF0777' GF0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAMPE. GF0777 GF0777 STATION RECOVERY (1987) GF0777 GF0777'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0777'RECOVERED IN GOOD CONDITION. GF0777 GF0777 STATION RECOVERY (2002) GF0777 GF0777'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0777'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0774 *********************************************************************** GF0774 DESIGNATION - NAUVOO RESET GF0774 PID - GF0774 GF0774 STATE/COUNTY- MO/STONE GF0774 USGS QUAD - LAMPE (1989) GF0774 GF0774 *CURRENT SURVEY CONTROL GF0774 ___________________________________________________________________ GF0774* NAD 83(1997)- 36 31 03.01942(N) 093 29 22.14351(W) ADJUSTED GF0774* NAVD 88 - 411. (meters) 1348. (feet) SCALED GF0774 ___________________________________________________________________ GF0774 LAPLACE CORR- -0.43 (seconds) DEFLEC99 GF0774 GEOID HEIGHT- -28.45 (meters) GEOID03 GF0774 GF0774 HORZ ORDER - THIRD GF0774 GF0774.The horizontal coordinates were established by classical geodetic methods GF0774.and adjusted by the National Geodetic Survey in February 2000. GF0774 GF0774.The orthometric height was scaled from a topographic map. GF0774 GF0774.The Laplace correction was computed from DEFLEC99 derived deflections. GF0774 GF0774.The geoid height was determined by GEOID03. GF0774 GF0774; North East Units Scale Factor Converg. GF0774;SPC MO C - 76,367.626 411,375.582 MT 1.00003007 -0 35 19.9 GF0774;SPC MO W - 39,403.633 940,508.888 MT 1.00004207 +0 36 04.9 GF0774;SPC AR N - 243,339.593 266,581.450 MT 1.00006854 -0 52 00.2 GF0774;UTM 15 - 4,041,461.254 456,173.816 MT 0.99962366 -0 17 28.6 GF0774 GF0774! - Elev Factor x Scale Factor = Combined Factor GF0774!SPC MO C - 0.99993994 x 1.00003007 = 0.99997001 GF0774!SPC MO W - 0.99993994 x 1.00004207 = 0.99998201 GF0774!SPC AR N - 0.99993994 x 1.00006854 = 1.00000848 GF0774!UTM 15 - 0.99993994 x 0.99962366 = 0.99956363 GF0774 GF0774: Primary Azimuth Mark Grid Az GF0774:SPC MO C - WILDERNESS LOOKOUT TOWER 043 44 44.2 GF0774:SPC MO W - WILDERNESS LOOKOUT TOWER 042 33 19.4 GF0774:SPC AR N - WILDERNESS LOOKOUT TOWER 044 01 24.5 GF0774:UTM 15 - WILDERNESS LOOKOUT TOWER 043 26 52.9 GF0774 GF0774|---------------------------------------------------------------------| GF0774| PID Reference Object Distance Geod. Az | GF0774| dddmmss.s | GF0774| CI2627 NAUVOO RM 3 8.284 METERS 01006 | GF0774| CI2624 NAUVOO AZ MK 0214252.2 | GF0774| GF0776 WILDERNESS LOOKOUT TOWER APPROX. 6.9 KM 0430924.3 | GF0774| CI2626 NAUVOO RM 2 14.594 METERS 17251 | GF0774| CI2625 NAUVOO RM 1 12.122 METERS 19651 | GF0774|---------------------------------------------------------------------| GF0774 GF0774 SUPERSEDED SURVEY CONTROL GF0774 GF0774 NAD 83(1997)- 36 31 03.01963(N) 093 29 22.14355(W) AD( ) 3 GF0774 NAD 83(1997)- 36 31 03.02585(N) 093 29 22.14525(W) AD( ) 3 GF0774 NAD 83(1997)- 36 31 03.02853(N) 093 29 22.13974(W) AD( ) 3 GF0774 NAD 83(1986)- 36 31 03.02882(N) 093 29 22.14003(W) AD( ) 3 GF0774 NAD 27 - 36 31 02.78930(N) 093 29 21.46610(W) AD( ) 3 GF0774 GF0774.Superseded values are not recommended for survey control. GF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0774.See file dsdata.txt to determine how the superseded data were derived. GF0774 GF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5617441461(NAD 83) GF0774_MARKER: DS = TRIANGULATION STATION DISK GF0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0774_STAMPING: NAUVOO 1961 1975 GF0774_MARK LOGO: CGS GF0774_PROJECTION: FLUSH GF0774_MAGNETIC: N = NO MAGNETIC MATERIAL GF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0774+STABILITY: SURFACE MOTION GF0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0774+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002 GF0774 GF0774 HISTORY - Date Condition Report By GF0774 HISTORY - 1975 MONUMENTED NGS GF0774 HISTORY - 19910521 GOOD MODNR GF0774 HISTORY - 20020901 GOOD GEOCAC GF0774 GF0774 STATION DESCRIPTION GF0774 GF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) GF0774'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN SMALL GF0774'MOUNDS OF DIRT AND ROCK AND PROJECTING 2-1/2 FEET DUE TO ROCK AND GF0774'DIRT REMOVED FROM THE AREA. REFERENCE MARK 2 WAS RECOVERED IN GF0774'GOOD CONDITION AND IN A SPOILS PILE AND THE AZIMUTH MARK WAS GF0774'RECOVERED IN GOOD CONDITION, BUT IS OBSTRUCTED BY A LARGE SIGN GF0774'THIS DATE, ABOUT A 10 FOOT TARGET WOULD BE NEEDED TO CLEAR THE GF0774'LINE OF SIGHT. THIS DATE THE MOUND OF DIRT AND ROCK AT THE GF0774'STATION MARK WAS LEVELED DOWN AND THE STATION MARK LOWERED. GF0774'REFERENCE MARK 1 WAS LEFT INTACT IN MOUND OF DIRT AND ROCK. GF0774'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE. A STATE HIGHWAY GF0774'MAINTENANCE MAN WAS CONTACTED AND HE STATED THAT NO MORE DIRT AND GF0774'ROCK WILL BE REMOVED FROM THE STATION SITE AREA. FOLLOWING GF0774'IS A NEW COMPLETE DESCRIPTION-- GF0774' GF0774'THE STATION IS LOCATED ABOUT 5 MILES WEST OF BLUE EYE, 5 MILES GF0774'SOUTHWEST OF LAMPE, IN THE NW QUARTER OF SEC. 24, T 21 N, R 24 W GF0774'AND ON STATE HIGHWAY 86 RIGHT-OF-WAY. GF0774' GF0774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 39, GF0774'ABOUT 10 MILES NORTH OF BERRYVILLE, ARKANSAS, GO EAST AND GF0774'NORTHERLY ON HIGHWAY 86 FOR 4.8 MILES TO THE STATION ON THE LEFT, GF0774'IN ROCKY AREA ON TOP OF CUT BANK ON WEST SIDE OF HIGHWAY 86. GF0774' GF0774'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED NAUVOO 1961 GF0774'1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS GF0774'FLUSH WITH THE TOP OF THE SMALL DIRT AND ROCKY MOUND. IT IS 45.5 GF0774'FEET WEST OF THE CENTER OF HIGHWAY 86 AND 2.8 FEET WEST OF A METAL GF0774'WITNESS POST. THE UNDERGROUND DISK IS SET IN THE TOP OF AN GF0774'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE. GF0774' GF0774'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NAUVOO NO 1 1961, SET GF0774'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH GF0774'THE TOP OF DIRT AND ROCKY MOUND THAT PROJECTS ABOUT 2.5 FEET AND GF0774'NEAR THE SOUTH SLOPE OF RIDGE. GF0774' GF0774'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NAUVOO NO 2 1961, SET GF0774'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH GF0774'WITH THE GROUND SURFACE, IN THE EAST EDGE OF A SPOILS PILE AT THE GF0774'EAST EDGE OF TIMBER LINE. GF0774' GF0774'REFERENCE MARK 3 IS A STANDARD DISK STAMPED NAUVOO 1961 NO 3 1975, GF0774'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK AND ABOUT 1 INCH BELOW GF0774'THE SURFACE. IT IS 27.3 FEET NORTH-NORTHWEST OF THE METAL WITNESS GF0774'POST, ON THE WEST SLOPE OF THE ROCKY RIDGE AND ABOUT 1 FOOT LOWER GF0774'THAN THE STATION. GF0774' GF0774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NAUVOO 1961, SET IN THE GF0774'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES GF0774'ABOVE THE GROUND SURFACE. IT IS 112 FEET NORTHEAST OF THE CENTER GF0774'OF ROAD INTERSECTION, 48 FEET EAST OF THE CENTER OF ROCK AND OIL GF0774'ROAD NUMBERED 86-63, 2.5 FEET WEST OF POST SUPPORTING SIGN CLEAR GF0774'WATER RESORT AND 2 FEET WEST OF A METAL WITNESS POST. GF0774' GF0774'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON HIGHWAY GF0774'86 FOR 0.35 MILE TO WHERE THE HIGHWAY CURVES EASTERLY, A SIGN GF0774'TABLE ROCK LAKE RD 86-63 ON THE RIGHT, A SIDE ROAD ON THE LEFT AND GF0774'THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION AS GF0774'DESCRIBED. GF0774' GF0774'NOTE--THE ELEVATION DIFFERENCE NAUVOO 1961 TO NAUVOO 1961 1975 = GF0774'- 0.935 FEET. GF0774' GF0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES OF GF0774'BLUE EYE. GF0774 GF0774 STATION RECOVERY (1991) GF0774 GF0774'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (DDP) GF0774'RECOVERED AS DESCRIBED. GF0774 GF0774 STATION RECOVERY (2002) GF0774 GF0774'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0774'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0894 *********************************************************************** GF0894 DESIGNATION - PILOT KNOB GF0894 PID - GF0894 GF0894 STATE/COUNTY- MO/STONE GF0894 USGS QUAD - VIOLA (1974) GF0894 GF0894 *CURRENT SURVEY CONTROL GF0894 ___________________________________________________________________ GF0894* NAD 83(1997)- 36 32 50.24994(N) 093 32 45.74109(W) ADJUSTED GF0894* NAVD 88 - 435. (meters) 1427. (feet) SCALED GF0894 ___________________________________________________________________ GF0894 LAPLACE CORR- -0.63 (seconds) DEFLEC99 GF0894 GEOID HEIGHT- -28.50 (meters) GEOID03 GF0894 GF0894 HORZ ORDER - SECOND GF0894 GF0894.The horizontal coordinates were established by classical geodetic methods GF0894.and adjusted by the National Geodetic Survey in February 2000. GF0894 GF0894.The orthometric height was scaled from a topographic map. GF0894 GF0894.The Laplace correction was computed from DEFLEC99 derived deflections. GF0894 GF0894.The geoid height was determined by GEOID03. GF0894 GF0894; North East Units Scale Factor Converg. GF0894;SPC MO C - 79,726.466 406,345.936 MT 1.00004136 -0 37 22.6 GF0894;SPC MO W - 42,657.240 935,410.530 MT 1.00003102 +0 34 05.2 GF0894;SPC AR N - 246,722.861 261,567.932 MT 1.00007716 -0 53 58.7 GF0894;UTM 15 - 4,044,792.555 451,128.853 MT 0.99962942 -0 19 30.6 GF0894 GF0894! - Elev Factor x Scale Factor = Combined Factor GF0894!SPC MO C - 0.99993619 x 1.00004136 = 0.99997754 GF0894!SPC MO W - 0.99993619 x 1.00003102 = 0.99996720 GF0894!SPC AR N - 0.99993619 x 1.00007716 = 1.00001334 GF0894!UTM 15 - 0.99993619 x 0.99962942 = 0.99956563 GF0894 GF0894: Primary Azimuth Mark Grid Az GF0894:SPC MO C - PILOT KNOB AZ MK 057 44 26.5 GF0894:SPC MO W - PILOT KNOB AZ MK 056 32 58.7 GF0894:SPC AR N - PILOT KNOB AZ MK 058 01 02.6 GF0894:UTM 15 - PILOT KNOB AZ MK 057 26 34.5 GF0894 GF0894|---------------------------------------------------------------------| GF0894| PID Reference Object Distance Geod. Az | GF0894| dddmmss.s | GF0894| GF0769 REEDS SPRING LOOKOUT TOWER APPROX.28.5 KM 0393757.0 | GF0894| CI1964 PILOT KNOB AZ MK 0570703.9 | GF0894| CI1965 PILOT KNOB RM 1 17.713 METERS 06655 | GF0894| GF0896 SHELL KNOB LOOKOUT TOWER APPROX. 7.7 KM 3294718.5 | GF0894| GF0895 PILOT KNOB LOT 24.978 METERS 34517 | GF0894|---------------------------------------------------------------------| GF0894 GF0894 SUPERSEDED SURVEY CONTROL GF0894 GF0894 NAD 83(1997)- 36 32 50.25011(N) 093 32 45.74099(W) AD( ) 2 GF0894 NAD 83(1997)- 36 32 50.25631(N) 093 32 45.74218(W) AD( ) 2 GF0894 NAD 83(1997)- 36 32 50.26060(N) 093 32 45.74078(W) AD( ) 2 GF0894 NAD 83(1986)- 36 32 50.26090(N) 093 32 45.74086(W) AD( ) 2 GF0894 NAD 27 - 36 32 50.02560(N) 093 32 45.06540(W) AD( ) 2 GF0894 GF0894.Superseded values are not recommended for survey control. GF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0894.See file dsdata.txt to determine how the superseded data were derived. GF0894 GF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5112944793(NAD 83) GF0894_MARKER: DS = TRIANGULATION STATION DISK GF0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0894 GF0894 HISTORY - Date Condition Report By GF0894 HISTORY - 1961 MONUMENTED CGS GF0894 HISTORY - 20020901 GOOD GEOCAC GF0894 GF0894 STATION DESCRIPTION GF0894 GF0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0894'ABOUT 5-3/4 MILES SOUTH AND 5 MILES EAST OF SHELL KNOB, ABOUT GF0894'2 MILES EAST AND 1-3/4 MILES SOUTH OF VIOLA, ON A HILL KNOWN GF0894'LOCALLY AS PILOT KNOB, IN THE SOUTHWEST 1/4 OF SEC. 4, T. 21 N., GF0894'R. 24 W., AND ON THE PROPERTY OF THE STATE CONSERVATION GF0894'COMMISSION. IT IS 81.95 FEET SOUTH OF THE CENTER OF THE GF0894'LOOKOUT TOWER, 43 FEET SOUTH OF A TWIN TRUNKED OAK TREE AND GF0894'2 FEET NORTHWEST OF A WITNESS POST. THE MONUMENT PROJECTS 6 GF0894'INCHES AND THE DISK IS STAMPED PILOT KNOB 1961. GF0894' GF0894'TO REACH FROM THE BAPTIST CHURCH IN VIOLA, GO SOUTHERLY ON STATE GF0894'HIGHWAY 39 FOR 1.7 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GF0894'GO EASTERLY ON COUNTY ROAD H FOR 1.8 MILES TO A SIDE ROAD GF0894'RIGHT. *TURN RIGHT AND GO SOUTHERLY ON A NARROW GRADED ROAD GF0894'FOR 0.5 MILE TO THE TOP OF A STEEP HILL, THE LOOKOUT TOWER AND GF0894'THE STATION. GF0894' GF0894'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHEAST AND GF0894'EAST ON COUNTY ROAD H FOR 0.3 MILE TO A SMALL ROCK HOUSE ON GF0894'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT. GF0894' GF0894'REFERENCE MARK 1 IS 58 FEET EAST OF THE WITNESS POST AND 6 GF0894'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD. THE MONUMENT GF0894'PROJECTS 3 INCHES AND THE DISK IS STAMPED PILOT KNOB NO 1 1961. GF0894' GF0894'PILOT KNOB (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK GF0894'STAMPED PILOT KNOB 1942 SET UNDER THE CENTER OF THE PILOT KNOB GF0894'LOOKOUT TOWER IN A CONCRETE POST THAT IS 6 INCHES IN DIAMETER GF0894'AND PROJECTS 2 INCHES. GF0894' GF0894'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE GF0894'IN OUTCROPPING BEDROCK AND STAMPED PILOT KNOB 1961. IT IS GF0894'65 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 31 FEET NORTH GF0894'OF THE CENTERLINE OF COUNTY ROAD H, 10 FEET SOUTHWEST OF A GF0894'WITNESS POST AND 9 FEET SOUTH OF A WIRE FENCE. GF0894' GF0894'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. GF0894 GF0894 STATION RECOVERY (2002) GF0894 GF0894'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0894'STATION,REF.1 AND AZIMUTH. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0296 *********************************************************************** GF0296 DESIGNATION - S 59 GF0296 PID - GF0296 GF0296 STATE/COUNTY- MO/STONE GF0296 USGS QUAD - LAMPE (1989) GF0296 GF0296 *CURRENT SURVEY CONTROL GF0296 ___________________________________________________________________ GF0296* NAD 83(1986)- 36 33 48. (N) 093 26 17. (W) SCALED GF0296* NAVD 88 - 400.260 (meters) 1313.19 (feet) ADJUSTED GF0296 ___________________________________________________________________ GF0296 GEOID HEIGHT- -28.56 (meters) GEOID03 GF0296 DYNAMIC HT - 399.913 (meters) 1312.05 (feet) COMP GF0296 MODELED GRAV- 979,752.2 (mgal) NAVD 88 GF0296 GF0296 VERT ORDER - SECOND CLASS 0 GF0296 GF0296.The horizontal coordinates were scaled from a topographic map and have GF0296.an estimated accuracy of +/- 6 seconds. GF0296 GF0296.The orthometric height was determined by differential leveling GF0296.and adjusted by the National Geodetic Survey in June 1991. GF0296 GF0296.The geoid height was determined by GEOID03. GF0296 GF0296.The dynamic height is computed by dividing the NAVD 88 GF0296.geopotential number by the normal gravity value computed on the GF0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0296.degrees latitude (g = 980.6199 gals.). GF0296 GF0296.The modeled gravity was interpolated from observed gravity values. GF0296 GF0296; North East Units Estimated Accuracy GF0296;SPC MO C - 81,410. 416,030. MT (+/- 180 meters Scaled) GF0296 GF0296 SUPERSEDED SURVEY CONTROL GF0296 GF0296 NGVD 29 (??/??/92) 400.126 (m) 1312.75 (f) ADJ UNCH 2 0 GF0296 GF0296.Superseded values are not recommended for survey control. GF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0296.See file dsdata.txt to determine how the superseded data were derived. GF0296 GF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA608465(NAD 83) GF0296_MARKER: DB = BENCH MARK DISK GF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0296_STAMPING: S 59 1934 GF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0296+STABILITY: SURFACE MOTION GF0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002 GF0296 GF0296 HISTORY - Date Condition Report By GF0296 HISTORY - 1934 MONUMENTED CGS GF0296 HISTORY - 1987 GOOD USPSQD GF0296 HISTORY - 20020919 GOOD GEOCAC GF0296 GF0296 STATION DESCRIPTION GF0296 GF0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0296'6.4 MI N FROM BLUE EYE. GF0296'6.4 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE MISSOURI-ARKANSAS GF0296'ACADEMY AT BLUE EYE, STONE COUNTY, 87 FEET NORTHEAST OF THE SOUTH GF0296'JUNCTION OF COUNTY HIGHWAY H, 31 FEET EAST OF THE CENTERLINE OF GF0296'STATE HIGHWAY 13, 23.5 FEET WEST OF SERVICE STATION PUMP FOUNDATION, GF0296'AND 16.3 FEET NORTHEAST OF MARKER STONE COUNTY H. A STANDARD GF0296'DISK, STAMPED S 59 1934 AND SET IN THE TOP OF A CONCRETE POST. GF0296 GF0296 STATION RECOVERY (1987) GF0296 GF0296'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0296'RECOVERED IN GOOD CONDITION. GF0296 GF0296 STATION RECOVERY (2002) GF0296 GF0296'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0296'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0897 *********************************************************************** GF0897 DESIGNATION - THOMPSON GF0897 PID - GF0897 GF0897 STATE/COUNTY- MO/STONE GF0897 USGS QUAD - VIOLA (1974) GF0897 GF0897 *CURRENT SURVEY CONTROL GF0897 ___________________________________________________________________ GF0897* NAD 83(1997)- 36 37 29.00515(N) 093 31 10.80096(W) ADJUSTED GF0897* NAVD 88 - 393. (meters) 1289. (feet) SCALED GF0897 ___________________________________________________________________ GF0897 LAPLACE CORR- -0.79 (seconds) DEFLEC99 GF0897 GEOID HEIGHT- -28.64 (meters) GEOID03 GF0897 GF0897 HORZ ORDER - THIRD GF0897 GF0897.The horizontal coordinates were established by classical geodetic methods GF0897.and adjusted by the National Geodetic Survey in February 2000. GF0897 GF0897.The orthometric height was scaled from a topographic map. GF0897 GF0897.The Laplace correction was computed from DEFLEC99 derived deflections. GF0897 GF0897.The geoid height was determined by GEOID03. GF0897 GF0897; North East Units Scale Factor Converg. GF0897;SPC MO C - 88,293.563 408,798.325 MT 1.00003577 -0 36 30.0 GF0897;SPC MO W - 51,273.461 937,684.137 MT 1.00003587 +0 35 05.6 GF0897;SPC AR N - 255,278.461 264,061.734 MT 1.00010084 -0 53 03.5 GF0897;UTM 15 - 4,053,368.770 453,535.654 MT 0.99962660 -0 18 36.1 GF0897 GF0897! - Elev Factor x Scale Factor = Combined Factor GF0897!SPC MO C - 0.99994280 x 1.00003577 = 0.99997857 GF0897!SPC MO W - 0.99994280 x 1.00003587 = 0.99997867 GF0897!SPC AR N - 0.99994280 x 1.00010084 = 1.00004364 GF0897!UTM 15 - 0.99994280 x 0.99962660 = 0.99956942 GF0897 GF0897: Primary Azimuth Mark Grid Az GF0897:SPC MO C - FAIRVIEW 282 55 02.8 GF0897:SPC MO W - FAIRVIEW 281 43 27.2 GF0897:SPC AR N - FAIRVIEW 283 11 36.3 GF0897:UTM 15 - FAIRVIEW 282 37 08.9 GF0897 GF0897|---------------------------------------------------------------------| GF0897| PID Reference Object Distance Geod. Az | GF0897| dddmmss.s | GF0897| CI3405 THOMPSON RM 3 102.334 METERS 07235 | GF0897| CI3403 THOMPSON RM 1 14.727 METERS 18147 | GF0897| CI3404 THOMPSON RM 2 8.859 METERS 22522 | GF0897| GF0903 FAIRVIEW APPROX.13.2 KM 2821832.8 | GF0897|---------------------------------------------------------------------| GF0897 GF0897 SUPERSEDED SURVEY CONTROL GF0897 GF0897 NAD 83(1997)- 36 37 29.00526(N) 093 31 10.80075(W) AD( ) 3 GF0897 NAD 83(1997)- 36 37 29.01037(N) 093 31 10.80150(W) AD( ) 3 GF0897 NAD 83(1997)- 36 37 29.01600(N) 093 31 10.80029(W) AD( ) 3 GF0897 NAD 83(1986)- 36 37 29.01651(N) 093 31 10.80038(W) AD( ) 3 GF0897 NAD 27 - 36 37 28.77520(N) 093 31 10.12260(W) AD( ) 3 GF0897 GF0897.Superseded values are not recommended for survey control. GF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0897.See file dsdata.txt to determine how the superseded data were derived. GF0897 GF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5353653369(NAD 83) GF0897_MARKER: DS = TRIANGULATION STATION DISK GF0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0897+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2002 GF0897 GF0897 HISTORY - Date Condition Report By GF0897 HISTORY - 1961 MONUMENTED CGS GF0897 HISTORY - 20020818 GOOD GEOCAC GF0897 GF0897 STATION DESCRIPTION GF0897 GF0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0897'THE STATION IS ABOUT 6-1/2 MILES EAST OF SHELL KNOB, ABOUT 5 GF0897'MILES NORTHWEST OF LAMPE, ON THE ROAD RIGHT-OF-WAY AND 0.05 MILE GF0897'EAST OF A T-INTERSECTION. IT IS IN THE SOUTHWEST 1/4 OF SECTION GF0897'10, T. 22 N., R. 24 W., 30 FEET NORTH OF THE CENTERLINE OF A GF0897'GRAVELED ROAD, 4 FEET SOUTH OF A WIRE FENCE, 4 FEET SOUTHWEST GF0897'OF A WITNESS POST AND 6 FEET NORTHWEST OF A 12 INCH OAK TREE GF0897'WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE. THE MONUMENT GF0897'PROJECTS 4 INCHES AND THE DISK IS STAMPED THOMPSON 1961. GF0897' GF0897'TO REACH FROM THE SHELL KNOB SCHOOL AT THE SOUTHEAST EDGE OF GF0897'SHELL KNOB, GO NORTHWESTERLY ON STATE HIGHWAY 86 FOR 3.7 MILES GF0897'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY ON A WINDING GF0897'GRAVELED ROAD FOR 10.6 MILES TO A SIDE ROAD RIGHT AT A HOUSE A GF0897'SHORT DISTANCE SOUTHWEST OF ROAD JUNCTION. CONTINUE AHEAD, GF0897'EASTERLY ON A GRAVELED ROAD 0.05 MILE TO THE STATION ON THE GF0897'LEFT. GF0897' GF0897'REFERENCE MARK 1 IS 19 FEET SOUTH OF THE CENTERLINE OF THE GF0897'GRAVELED ROAD, 53 FEET SOUTH OF THE WITNESS POST AND 1 FOOT GF0897'NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK GF0897'IS STAMPED THOMPSON NO 1 1961. GF0897' GF0897'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE WIRE FENCE, 31 FEET GF0897'WEST OF THE WITNESS POST AND 33 FEET NORTH OF THE CENTERLINE GF0897'OF THE GRAVELED ROAD. THE MONUMENT PROJECTS 4 INCHES AND THE GF0897'DISK IS STAMPED THOMPSON NO 2 1961. GF0897' GF0897'REFERENCE MARK 3 IS 20 FEET WEST OF THE CENTERLINE OF A GF0897'GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST AND 6 INCHES GF0897'EAST OF A WIRE FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE GF0897'DISK IS STAMPED THOMPSON NO 3 1961. GF0897' GF0897'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0897 GF0897 STATION RECOVERY (2002) GF0897 GF0897'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0897'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 GF0776 *********************************************************************** GF0776 DESIGNATION - WILDERNESS LOOKOUT TOWER GF0776 PID - GF0776 GF0776 STATE/COUNTY- MO/STONE GF0776 USGS QUAD - LAMPE (1989) GF0776 GF0776 *CURRENT SURVEY CONTROL GF0776 ___________________________________________________________________ GF0776* NAD 83(1997)- 36 33 46.70719(N) 093 26 11.83658(W) ADJUSTED GF0776* NAVD 88 - GF0776 ___________________________________________________________________ GF0776 LAPLACE CORR- -0.57 (seconds) DEFLEC99 GF0776 GEOID HEIGHT- -28.56 (meters) GEOID03 GF0776 GF0776 HORZ ORDER - THIRD GF0776 GF0776.The horizontal coordinates were established by classical geodetic methods GF0776.and adjusted by the National Geodetic Survey in February 2000. GF0776 GF0776 GF0776.The Laplace correction was computed from DEFLEC99 derived deflections. GF0776 GF0776.The geoid height was determined by GEOID03. GF0776 GF0776; North East Units Scale Factor Converg. GF0776;SPC MO C - 81,365.756 416,159.566 MT 1.00001990 -0 33 28.7 GF0776;SPC MO W - 44,500.223 945,188.068 MT 1.00005277 +0 38 00.6 GF0776;SPC AR N - 248,314.708 271,389.864 MT 1.00008181 -0 50 09.5 GF0776;UTM 15 - 4,046,482.148 460,929.843 MT 0.99961881 -0 15 36.4 GF0776 GF0776 SUPERSEDED SURVEY CONTROL GF0776 GF0776 NAD 83(1997)- 36 33 46.70737(N) 093 26 11.83663(W) AD( ) 4 GF0776 NAD 83(1997)- 36 33 46.71328(N) 093 26 11.83823(W) AD( ) 4 GF0776 NAD 83(1997)- 36 33 46.71855(N) 093 26 11.83046(W) AD( ) 4 GF0776 NAD 83(1986)- 36 33 46.71875(N) 093 26 11.83080(W) AD( ) 4 GF0776 NAD 27 - 36 33 46.48900(N) 093 26 11.15800(W) AD( ) 3 GF0776 GF0776.Superseded values are not recommended for survey control. GF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0776.See file dsdata.txt to determine how the superseded data were derived. GF0776 GF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6093046482(NAD 83) GF0776_MARKER: 57 = LOOKOUT TOWER GF0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0776+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002 GF0776 GF0776 HISTORY - Date Condition Report By GF0776 HISTORY - 1961 FIRST OBSERVED CGS GF0776 HISTORY - 20020919 GOOD GEOCAC GF0776 GF0776 STATION DESCRIPTION GF0776 GF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0776'THE STATION IS THE CENTER OF THE TOP OF THE SMALL OBSERVING GF0776'ROOM OF THE TOWER. THE TOWER IS A 4 LEGGED STEEL STRUCTURE GF0776'ABOUT 120 FEET HIGH AND IS OWNED BY THE U.S. FORESTRY SERVICE. GF0776' GF0776'THE TOWER IS LOCATED ABOUT 0.1 MILE EAST OF THE SOUTH EDGE OF GF0776'LAMPE. GF0776 GF0776 STATION RECOVERY (2002) GF0776 GF0776'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0776'RECOVERED IN GOOD CONDITION.