1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0909 *********************************************************************** GF0909 DESIGNATION - BUFFALO GF0909 PID - GF0909 GF0909 STATE/COUNTY- MO/BARRY GF0909 USGS QUAD - CASSVILLE (1974) GF0909 GF0909 *CURRENT SURVEY CONTROL GF0909 ___________________________________________________________________ GF0909* NAD 83(1997)- 36 37 34.99412(N) 093 52 29.77607(W) ADJUSTED GF0909* NAVD 88 - 448. (meters) 1470. (feet) SCALED GF0909 ___________________________________________________________________ GF0909 LAPLACE CORR- -0.60 (seconds) DEFLEC99 GF0909 GEOID HEIGHT- -28.43 (meters) GEOID99 GF0909 GF0909 HORZ ORDER - THIRD GF0909 GF0909.The horizontal coordinates were established by classical geodetic methods GF0909.and adjusted by the National Geodetic Survey in February 2000. GF0909 GF0909.The orthometric height was scaled from a topographic map. GF0909 GF0909.The Laplace correction was computed from DEFLEC99 derived deflections. GF0909 GF0909.The geoid height was determined by GEOID99. GF0909 GF0909; North East Units Scale Converg. GF0909;SPC MO W - 51,192.460 905,905.898 MT 0.99997967 +0 22 22.5 GF0909;SPC AR N - 256,010.871 232,288.799 MT 1.00010137 -1 05 27.7 GF0909;UTM 15 - 4,053,783.960 421,771.363 MT 0.99967539 -0 31 19.2 GF0909 GF0909: Primary Azimuth Mark Grid Az GF0909:SPC MO W - BUFFALO AZ MK 188 47 11.1 GF0909:SPC AR N - BUFFALO AZ MK 190 15 01.3 GF0909:UTM 15 - BUFFALO AZ MK 189 40 52.8 GF0909 GF0909|---------------------------------------------------------------------| GF0909| PID Reference Object Distance Geod. Az | GF0909| dddmmss.s | GF0909| CI1289 BUFFALO RM 1 10.927 METERS 04405 | GF0909| CI1290 BUFFALO RM 2 11.050 METERS 13852 | GF0909| CI1288 BUFFALO AZ MK 1890933.6 | GF0909| GF0917 WASHBURN LOOKOUT TOWER APPROX.11.4 KM 2514229.0 | GF0909| GF0921 EXETER MUNICIPAL TANK APPROX. 7.7 KM 3091938.7 | GF0909|---------------------------------------------------------------------| GF0909 GF0909 SUPERSEDED SURVEY CONTROL GF0909 GF0909 NAD 83(1997)- 36 37 34.99427(N) 093 52 29.77602(W) AD( ) 3 GF0909 NAD 83(1997)- 36 37 34.99897(N) 093 52 29.77614(W) AD( ) 3 GF0909 NAD 83(1997)- 36 37 35.00552(N) 093 52 29.77717(W) AD( ) 3 GF0909 NAD 83(1986)- 36 37 35.00649(N) 093 52 29.77692(W) AD( ) 3 GF0909 NAD 27 - 36 37 34.76040(N) 093 52 29.05510(W) AD( ) 3 GF0909 GF0909.Superseded values are not recommended for survey control. GF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0909.See file dsdata.txt to determine how the superseded data were derived. GF0909 GF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2177153784(NAD 83) GF0909_MARKER: DS = TRIANGULATION STATION DISK GF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0909 GF0909 HISTORY - Date Condition Report By GF0909 HISTORY - 1961 MONUMENTED CGS GF0909 HISTORY - 20021013 POOR GEOCAC GF0909 GF0909 STATION DESCRIPTION GF0909 GF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0909'ABOUT 4 MILES SOUTH OF CASSVILLE, AT THE EAST EDGE OF THE GF0909'NORTHWEST QUARTER OF SECTION 17, T. 22 N., R. 27 W., ON GF0909'PROPERTY OWNED BY MR. TOM VAN DORN. IT IS 38 FEET SOUTHWEST GF0909'OF A WITNESS POST, 119 FEET NORTHWEST OF A POWER POLE, 26 GF0909'FEET WEST OF A WIRE FENCE AND 43 FEET WEST OF THE CENTERLINE GF0909'OF A GRAVELED ROAD. THE MONUMENT IS 12 INCHES BELOW THE GF0909'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUFFALO 1961. GF0909' GF0909'TO REACH FROM THE JUNCTION OF STATE ROUTES 76 AND 86 AND 148 GF0909'AND 112 AT THE SOUTHEAST EDGE OF CASSVILLE, GO SOUTH ON GF0909'STATE ROUTES 76 AND 86 AND 112 FOR 1.5 MILES TO WHERE STATE GF0909'ROUTES 76 AND 86 TURN EAST. CONTINUE SOUTH ON STATE ROUTE GF0909'112 FOR 2.05 MILES TO A SIDE ROAD RIGHT (COUNTY ROUTE AA). GF0909'TURN RIGHT AND GO WEST ON COUNTY ROUTE AA FOR 1.25 MILES TO GF0909'A CROSSROAD. TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR GF0909'0.1 MILE TO THE STATION ON THE RIGHT. GF0909' GF0909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GF0909'A GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT. GF0909' GF0909'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE GF0909'GRAVELED ROAD, 3 FEET SOUTHWEST OF THE WITNESS POST AND 1 GF0909'FOOT WEST OF THE WIRE FENCE. THE MONUMENT IS FLUSH AND GF0909'THE DISK IS STAMPED BUFFALO NO 1 1961. GF0909' GF0909'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE GF0909'GRAVELED ROAD, 90 FEET NORTH OF THE POWER POLE, 55 FEET GF0909'SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF THE WIRE FENCE. GF0909'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BUFFALO NO 2 GF0909'1961. GF0909' GF0909'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A WITNESS POST, 1 GF0909'FOOT NORTHWEST OF A FENCE CORNER, 18 FEET EAST OF THE CENTERLINE GF0909'OF A GRAVELED ROAD, 77 FEET NORTHWEST OF THE NORTHWEST CORNER GF0909'OF A HOUSE AND 19 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY. GF0909'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BUFFALO GF0909'1961. GF0909' GF0909'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0909 GF0909 STATION RECOVERY (2002) GF0909 GF0909'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0909'STATION PROBED AT 16 INCHES, IN AN ALFALFA FIELD, LAND OWNER DALE GF0909'MITCHELL DID NOT WANT ME TO DIG IT UP.REF.1,2,AND AZIMUTH MARK IN GOOD GF0909'SHAPE. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0922 *********************************************************************** GF0922 DESIGNATION - BUTTERFIELD GF0922 PID - GF0922 GF0922 STATE/COUNTY- MO/BARRY GF0922 USGS QUAD - EXETER (1974) GF0922 GF0922 *CURRENT SURVEY CONTROL GF0922 ___________________________________________________________________ GF0922* NAD 83(1997)- 36 44 35.46106(N) 093 52 43.47268(W) ADJUSTED GF0922* NAVD 88 - 463.14 (+/-2cm) 1519.5 (feet) VERTCON GF0922 ___________________________________________________________________ GF0922 LAPLACE CORR- -0.35 (seconds) DEFLEC99 GF0922 GEOID HEIGHT- -28.57 (meters) GEOID99 GF0922 GF0922 HORZ ORDER - SECOND GF0922 VERT ORDER - THIRD ? (See Below) GF0922 GF0922.The horizontal coordinates were established by classical geodetic methods GF0922.and adjusted by the National Geodetic Survey in February 2000. GF0922 GF0922.The NAVD 88 height was computed by applying the VERTCON shift value to GF0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0922.The vertical order pertains to the superseded datum. GF0922 GF0922.The Laplace correction was computed from DEFLEC99 derived deflections. GF0922 GF0922.The geoid height was determined by GEOID99. GF0922 GF0922; North East Units Scale Converg. GF0922;SPC MO W - 64,150.806 905,481.649 MT 0.99997909 +0 22 18.0 GF0922;UTM 15 - 4,066,743.419 421,549.904 MT 0.99967582 -0 31 32.6 GF0922 GF0922: Primary Azimuth Mark Grid Az GF0922:SPC MO W - TT 49 C 267 40 16.5 GF0922:UTM 15 - TT 49 C 268 34 07.1 GF0922 GF0922|---------------------------------------------------------------------| GF0922| PID Reference Object Distance Geod. Az | GF0922| dddmmss.s | GF0922| CI1331 BUTTERFIELD RM 1 22.342 METERS 10332 | GF0922| CI3442 TT 49 C 2680234.5 | GF0922| CI1332 BUTTERFIELD RM 2 26.645 METERS 35454 | GF0922|---------------------------------------------------------------------| GF0922 GF0922 SUPERSEDED SURVEY CONTROL GF0922 GF0922 NAD 83(1997)- 36 44 35.46143(N) 093 52 43.47266(W) AD( ) 2 GF0922 NAD 83(1997)- 36 44 35.46481(N) 093 52 43.47204(W) AD( ) 2 GF0922 NAD 83(1997)- 36 44 35.47146(N) 093 52 43.47339(W) AD( ) 2 GF0922 NAD 83(1986)- 36 44 35.47347(N) 093 52 43.47318(W) AD( ) 2 GF0922 NAD 27 - 36 44 35.24940(N) 093 52 42.74620(W) AD( ) 2 GF0922 NGVD 29 - 462.98 (m) 1519.0 (f) LEVELING 3 GF0922 GF0922.Superseded values are not recommended for survey control. GF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0922.See file dsdata.txt to determine how the superseded data were derived. GF0922 GF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2155066743(NAD 83) GF0922_MARKER: DS = TRIANGULATION STATION DISK GF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0922+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002 GF0922 GF0922 HISTORY - Date Condition Report By GF0922 HISTORY - 1961 MONUMENTED CGS GF0922 HISTORY - 20021013 GOOD GEOCAC GF0922 GF0922 STATION DESCRIPTION GF0922 GF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0922'ABOUT 1-3/4 MILES EAST OF THE VILLAGE OF BUTTERFIELD, IN THE GF0922'SOUTHWEST 1/4 OF SECTION 32, T 24 N, R 27 W. AND ON PROPERTY GF0922'OWNED BY MR. HOWARD SMITH. IT IS 14 FEET WEST OF A WITNESS POST, GF0922'24 FEET NORTHWEST OF A FENCE CORNER, 34 FEET NORTH OF THE GF0922'CENTERLINE OF A GRAVELED ROAD AND 48 FEET EAST OF THE SOUTHEAST GF0922'CORNER OF A FRAME HOUSE. THE MONUMENT PROJECTS 2 INCHES AND GF0922'THE DISK IS STAMPED BUTTERFIELD 1961. GF0922' GF0922'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND COUNTY ROAD GF0922'W AT THE SOUTH EDGE OF BUTTERFIELD, GO EAST ON A GRAVELED ROAD GF0922'FOR 1.3 MILES TO A REVERSE ROAD FORK. CONTINUE NORTHEAST ON THE GF0922'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT GF0922'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO TTC 49 (USGS) B.M. GF0922'ON THE RIGHT. CONTINUE EAST ON THE GRAVELED ROAD FOR 0.2 MILE GF0922'TO THE STATION ON THE LEFT. GF0922' GF0922'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE AND 16 FEET NORTH GF0922'OF THE CENTERLINE OF THE GRAVELED ROAD. THE MONUMENT PROJECTS GF0922'2 INCHES AND THE DISK IS STAMPED BUTTERFIELD NO 1 1961. GF0922' GF0922'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE AND 12 FEET GF0922'WEST OF A 40 INCH OAK TREE. THE MONUMENT PROJECTS 1 INCH AND GF0922'THE DISK IS STAMPED BUTTERFIELD NO 2 1961. GF0922' GF0922'TT 49C (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN GF0922'THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 5 INCHES GF0922'AND IS STAMPED TT 49C 1934. IT IS 13 FEET EAST OF THE CENTERLINE GF0922'OF A GRAVELED DRIVEWAY, 16 FEET SOUTH OF THE CENTERLINE OF A GF0922'GRAVELED ROAD AND 74 FEET NORTH OF THE NORTHWEST CORNER OF GF0922'A HOUSE. GF0922' GF0922'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GF0922 GF0922 STATION RECOVERY (2002) GF0922 GF0922'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0922'REF.1 DISTURBED AND OUT OF THE GROUND,DID NOT RECOVER REF.2 OR TT49C 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0946 *********************************************************************** GF0946 FBN - This is a Federal Base Network Control Station. GF0946 PACS - This is a Primary Airport Control Station. GF0946 DESIGNATION - CASSPORT GF0946 PID - GF0946 GF0946 STATE/COUNTY- MO/BARRY GF0946 USGS QUAD - EXETER (1974) GF0946 GF0946 *CURRENT SURVEY CONTROL GF0946 ___________________________________________________________________ GF0946* NAD 83(1997)- 36 41 47.81699(N) 093 54 00.00350(W) ADJUSTED GF0946* NAVD 88 - 451.006 (meters) 1479.68 (feet) ADJUSTED GF0946 ___________________________________________________________________ GF0946 X - -348,273.913 (meters) COMP GF0946 Y - -5,108,664.792 (meters) COMP GF0946 Z - 3,790,703.654 (meters) COMP GF0946 LAPLACE CORR- -0.59 (seconds) DEFLEC99 GF0946 ELLIP HEIGHT- 422.49 (meters) (09/19/97) GPS OBS GF0946 GEOID HEIGHT- -28.51 (meters) GEOID99 GF0946 DYNAMIC HT - 450.618 (meters) 1478.40 (feet) COMP GF0946 MODELED GRAV- 979,756.7 (mgal) NAVD 88 GF0946 GF0946 HORZ ORDER - B GF0946 VERT ORDER - FIRST CLASS II GF0946 ELLP ORDER - FOURTH CLASS I GF0946 GF0946.This mark is at Cassville Municipal Airport (94K) GF0946 GF0946.The horizontal coordinates were established by GPS observations GF0946.and adjusted by the National Geodetic Survey in September 1997. GF0946 GF0946.The orthometric height was determined by differential leveling GF0946.and adjusted by the National Geodetic Survey in June 1991. GF0946 GF0946.The X, Y, and Z were computed from the position and the ellipsoidal ht. GF0946 GF0946.The Laplace correction was computed from DEFLEC99 derived deflections. GF0946 GF0946.The ellipsoidal height was determined by GPS observations GF0946.and is referenced to NAD 83. GF0946 GF0946.The geoid height was determined by GEOID99. GF0946 GF0946.The dynamic height is computed by dividing the NAVD 88 GF0946.geopotential number by the normal gravity value computed on the GF0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0946.degrees latitude (g = 980.6199 gals.). GF0946 GF0946.The modeled gravity was interpolated from observed gravity values. GF0946 GF0946; North East Units Scale Converg. GF0946;SPC MO W - 58,971.184 903,615.481 MT 0.99997658 +0 21 30.8 GF0946;UTM 15 - 4,061,595.188 419,603.472 MT 0.99967963 -0 32 16.3 GF0946 GF0946: Primary Azimuth Mark Grid Az GF0946:SPC MO W - CASSPORT AZ MK 082 06 02.2 GF0946:UTM 15 - CASSPORT AZ MK 082 59 49.3 GF0946 GF0946|---------------------------------------------------------------------| GF0946| PID Reference Object Distance Geod. Az | GF0946| dddmmss.s | GF0946| GF0947 CASSPORT AZ MK APPROX. 0.5 KM 0822733.0 | GF0946|---------------------------------------------------------------------| GF0946 GF0946 SUPERSEDED SURVEY CONTROL GF0946 GF0946 NAD 83(1997)- 36 41 47.83194(N) 093 54 00.00848(W) AD( ) 3 GF0946 NAD 83(1986)- 36 41 47.83421(N) 093 54 00.00879(W) AD( ) 3 GF0946 NGVD 29 - 450.843 (m) 1479.14 (f) ADJUSTED 1 2 GF0946 GF0946.Superseded values are not recommended for survey control. GF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0946.See file dsdata.txt to determine how the superseded data were derived. GF0946 GF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1960361595(NAD 83) GF0946_MARKER: I = METAL ROD GF0946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GF0946_STAMPING: CASSPORT 1989 GF0946_MARK LOGO: NGS GF0946_PROJECTION: FLUSH GF0946_MAGNETIC: I = MARKER IS A STEEL ROD GF0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GF0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0946+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002 GF0946_ROD/PIPE-DEPTH: 2.4 meters GF0946_SLEEVE-DEPTH : 0.91 meters GF0946 GF0946 HISTORY - Date Condition Report By GF0946 HISTORY - 1989 MONUMENTED NGS GF0946 HISTORY - 19900111 GOOD NGS GF0946 HISTORY - 19970317 GOOD NGS GF0946 HISTORY - 20021218 GOOD GEOCAC GF0946 GF0946 STATION DESCRIPTION GF0946 GF0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0946'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, ON THE NORTH GF0946'SIDE OF A BARBED WIRE FENCE ON THE SOUTH SIDE OF THE RUNWAY, AT THE GF0946'CASSVILLE MEMORIAL AIRPORT. OWNERSHIP-CITY OF CASSVILLE 3RD AND MAIN GF0946'ST. CASSVILLE, MO. 65625. AIRPORT MANAGER IS PAUL WEDIN PHONE, GF0946'417-847-5739 OR 847-5740. GF0946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE GF0946'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE GF0946'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A GF0946'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM GF0946'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN GF0946'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON, GF0946'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE GF0946'SOUTH ACROSS THE RUNWAY ONTO THE GRASS TO A FENCE LINE, TURN RIGHT, GF0946'WEST ALONG THE FENCE LINE FOR 0.6 KM (0.35 MI) TO THE STATION ON THE GF0946'LEFT, ON THE NORTH SIDE OF THE FENCE. GF0946'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN GF0946'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, GF0946'LOCATED, 87.2 M (286.1 FT) SOUTH OF THE CENTER OF RUNWAY, 0.85 M GF0946'(2.8 FT) NORTH OF THE JUNCTION POST OF THE BARBED WIRE FENCE RUNNING GF0946'NORTH AND SOUT AND EAST AND WEST, 0.85 M (2.8 FT) NORTH OF A GF0946'FIBERGLASS WITNESS POST. GF0946'DESCRIBED BY M.L.M. GF0946 GF0946 STATION RECOVERY (1990) GF0946 GF0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0946'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, ON THE NORTH GF0946'SIDE OF A BARBED WIRE FENCE ON THE SOUTH SIDE OF THE RUNWAY, AT THE GF0946'CASSVILLE MEMORIAL AIRPORT. OWNERSHIP-CITY OF CASSVILLE 3RD AND MAIN GF0946'ST. CASSVILLE, MO. 65625. AIRPORT MANAGER IS PAUL WEDIN PHONE, GF0946'417-847-5739 OR 847-5740. GF0946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE GF0946'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE GF0946'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A GF0946'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM GF0946'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN GF0946'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON, GF0946'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE GF0946'SOUTH ACROSS THE RUNWAY ONTO THE GRASS TO A FENCE LINE, TURN RIGHT, GF0946'WEST ALONG THE FENCE LINE FOR 0.6 KM (0.35 MI) TO THE STATION ON THE GF0946'LEFT, ON THE NORTH SIDE OF THE FENCE. GF0946'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN GF0946'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, GF0946'LOCATED, 87.2 M (286.1 FT) SOUTH OF THE CENTER OF RUNWAY, 0.85 M GF0946'(2.8 FT) NORTH OF THE JUNCTION POST OF THE BARBED WIRE FENCE RUNNING GF0946'NORTH AND SOUT AND EAST AND WEST, 0.85 M (2.8 FT) NORTH OF A GF0946'FIBERGLASS WITNESS POST. GF0946'DESCRIBED BY M.L.M. GF0946 GF0946 STATION RECOVERY (1997) GF0946 GF0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0946'NEOSHO, 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, AT THE CASSVILLE GF0946'MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE OF THE RUNWAY, IN THE GRASS ON GF0946'THE NORTH SIDE OF THE SOUTH PERIMETER FENCE, AT A FENCE T-JUNCTION. GF0946'OWNERSHIP--CITY OF CASSVILLE, 3RD AND MAIN STREET, CASSVILLE MO 65625. GF0946'CITY MANAGER IS GREG BEAVERS, PHONE 417-847-4441. TO REACH THE GF0946'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 76 NEAR THE GF0946'SOUTHWEST CORNER OF CASSVILLE, GO NORTH FOR 3.4 KM (2.10 MI) ALONG GF0946'HIGHWAY 37 TO THE AIRPORT ROAD ON LEFT, AT A LARGE FLAGPOLE. TURN GF0946'LEFT, WEST FOR 0.24 KM (0.15 MI) ALONG AIRPORT ROAD TO THE AIRPORT GF0946'ENTRANCE ROAD AND GATE ON LEFT. TURN LEFT, SOUTH FOR 0.25 KM (0.15 GF0946'MI) ALONG THE ENTRANCE ROAD TO THE APRON. CONTINUE SOUTHERLY FOR 0.25 GF0946'KM (0.15 MI) ACROSS APRON AND ALONG THE TAXIWAY TO RUNWAY END 26. GF0946'CONTINUE SOUTH FOR 0.15 KM (0.10 MI) ACROSS THE RUNWAY AND ON THE GF0946'GRASS TO THE SOUTH PERIMETER FENCE. TURN RIGHT, WEST FOR 0.6 KM (0.35 GF0946'MI) ALONG THE FENCE TO THE STATION ON LEFT, ON THE NORTH SIDE OF GF0946'FENCE. STATION IS 87.2 M (286.1 FT) SOUTH OF THE RUNWAY CENTER, 0.85 GF0946'M (2.79 FT) NORTH OF THE JUNCTION POST OF FENCE LINE AND WITNESS POST, GF0946'ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH GROUND. NOTE--THIS STATION GF0946'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL GF0946'STATION. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS GF0946'A ROD MARK. GF0946 GF0946 STATION RECOVERY (2002) GF0946 GF0946'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0946'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0947 *********************************************************************** GF0947 SACS - This is a Secondary Airport Control Station. GF0947 DESIGNATION - CASSPORT AZ MK GF0947 PID - GF0947 GF0947 STATE/COUNTY- MO/BARRY GF0947 USGS QUAD - EXETER (1974) GF0947 GF0947 *CURRENT SURVEY CONTROL GF0947 ___________________________________________________________________ GF0947* NAD 83(1997)- 36 41 49.97443(N) 093 53 39.76051(W) ADJUSTED GF0947* NAVD 88 - 447.788 (meters) 1469.12 (feet) ADJUSTED GF0947 ___________________________________________________________________ GF0947 X - -347,769.668 (meters) COMP GF0947 Y - -5,108,656.718 (meters) COMP GF0947 Z - 3,790,755.057 (meters) COMP GF0947 LAPLACE CORR- -0.58 (seconds) DEFLEC99 GF0947 ELLIP HEIGHT- 419.27 (meters) (02/17/00) GPS OBS GF0947 GEOID HEIGHT- -28.51 (meters) GEOID99 GF0947 DYNAMIC HT - 447.403 (meters) 1467.85 (feet) COMP GF0947 MODELED GRAV- 979,757.1 (mgal) NAVD 88 GF0947 GF0947 HORZ ORDER - THIRD GF0947 VERT ORDER - FIRST CLASS II GF0947 ELLP ORDER - FOURTH CLASS I GF0947 GF0947.This mark is at Cassville Municipal Airport (94K) GF0947 GF0947.The horizontal coordinates were established by GPS observations GF0947.and adjusted by the National Geodetic Survey in February 2000. GF0947.No horizontal observational check was made to the station. GF0947 GF0947.The orthometric height was determined by differential leveling GF0947.and adjusted by the National Geodetic Survey in June 1991. GF0947 GF0947.The X, Y, and Z were computed from the position and the ellipsoidal ht. GF0947 GF0947.The Laplace correction was computed from DEFLEC99 derived deflections. GF0947 GF0947.The ellipsoidal height was determined by GPS observations GF0947.and is referenced to NAD 83. GF0947 GF0947.The geoid height was determined by GEOID99. GF0947 GF0947.The dynamic height is computed by dividing the NAVD 88 GF0947.geopotential number by the normal gravity value computed on the GF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0947.degrees latitude (g = 980.6199 gals.). GF0947 GF0947.The modeled gravity was interpolated from observed gravity values. GF0947 GF0947; North East Units Scale Converg. GF0947;SPC MO W - 59,040.845 904,117.538 MT 0.99997724 +0 21 42.9 GF0947;UTM 15 - 4,061,656.967 420,106.408 MT 0.99967864 -0 32 04.2 GF0947 GF0947: Primary Azimuth Mark Grid Az GF0947:SPC MO W - CASSPORT 262 06 02.2 GF0947:UTM 15 - CASSPORT 262 59 49.3 GF0947 GF0947|---------------------------------------------------------------------| GF0947| PID Reference Object Distance Geod. Az | GF0947| dddmmss.s | GF0947| GF0946 CASSPORT APPROX. 0.5 KM 2622745.1 | GF0947|---------------------------------------------------------------------| GF0947 GF0947 SUPERSEDED SURVEY CONTROL GF0947 GF0947 NAD 83(1997)- 36 41 49.97443(N) 093 53 39.76051(W) AD( ) 3 GF0947 NAD 83(1997)- 36 41 49.97443(N) 093 53 39.76051(W) AD( ) 3 GF0947 NAD 83(1997)- 36 41 49.98938(N) 093 53 39.76548(W) AD( ) 3 GF0947 NAD 83(1986)- 36 41 49.99165(N) 093 53 39.76579(W) AD( ) 3 GF0947 NGVD 29 - 447.625 (m) 1468.58 (f) ADJUSTED 1 2 GF0947 GF0947.Superseded values are not recommended for survey control. GF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0947.See file dsdata.txt to determine how the superseded data were derived. GF0947 GF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2010661657(NAD 83) GF0947_MARKER: I = METAL ROD GF0947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GF0947_STAMPING: CASSPORT AZ MK 1989 GF0947_MARK LOGO: NGS GF0947_PROJECTION: RECESSED 10 CENTIMETERS GF0947_MAGNETIC: I = MARKER IS A STEEL ROD GF0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GF0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0947+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002 GF0947_ROD/PIPE-DEPTH: 3.9 meters GF0947_SLEEVE-DEPTH : 0.91 meters GF0947 GF0947 HISTORY - Date Condition Report By GF0947 HISTORY - 1989 MONUMENTED NGS GF0947 HISTORY - 19900111 GOOD NGS GF0947 HISTORY - 19961108 GOOD NGS GF0947 HISTORY - 20021218 GOOD GEOCAC GF0947 GF0947 STATION DESCRIPTION GF0947 GF0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0947'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, NEAR THE GF0947'SOUTEAST CORNER OF RUNWAY 26, AT THE CASSVILLE MEMORIAL AIRPORT. GF0947'OWNERSHIP-CITY OF CASSVILLE, 3RD AND MAIN ST. CASSVILLE, MO. 65625. GF0947'AIRPORT MANAGER IS PAUL WEDIN PHONE, 417-847-5739 OR 847-5740. GF0947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE GF0947'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE GF0947'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A GF0947'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM GF0947'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN GF0947'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON, GF0947'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE GF0947'SOUTH ACROSS THE RUNWAY ONTO THE GRASS AND THE STATION ON THE LEFT, GF0947'NEAR THE SOUTHEAST CORNER OF RUNWAY 26. GF0947'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN GF0947'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, GF0947'LOCATED, 24.7 M (81.0 FT) SOUTH OF THE CENTER OF RUNWAY 26, 15.1 M GF0947'(49.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RUNWAY 26, 12.3 M GF0947'(40.4 FT) SOUTHWEST OF THE SOUTH ONE OF THREE RUNWAY END LIGHTS AND GF0947'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST. GF0947'DESCRIBED BY M.L.M. GF0947 GF0947 STATION RECOVERY (1990) GF0947 GF0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0947'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, NEAR THE GF0947'SOUTEAST CORNER OF RUNWAY 26, AT THE CASSVILLE MEMORIAL AIRPORT. GF0947'OWNERSHIP-CITY OF CASSVILLE, 3RD AND MAIN ST. CASSVILLE, MO. 65625. GF0947'AIRPORT MANAGER IS PAUL WEDIN PHONE, 417-847-5739 OR 847-5740. GF0947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE GF0947'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE GF0947'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A GF0947'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM GF0947'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN GF0947'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON, GF0947'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE GF0947'SOUTH ACROSS THE RUNWAY ONTO THE GRASS AND THE STATION ON THE LEFT, GF0947'NEAR THE SOUTHEAST CORNER OF RUNWAY 26. GF0947'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN GF0947'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, GF0947'LOCATED, 24.7 M (81.0 FT) SOUTH OF THE CENTER OF RUNWAY 26, 15.1 M GF0947'(49.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RUNWAY 26, 12.3 M GF0947'(40.4 FT) SOUTHWEST OF THE SOUTH ONE OF THREE RUNWAY END LIGHTS AND GF0947'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST. GF0947'DESCRIBED BY M.L.M. GF0947 GF0947 STATION RECOVERY (1996) GF0947 GF0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM) GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF GF0947'NEOSHO, MO., ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, MO., AT GF0947'THE CASSVILLE MUNICIPAL AIRPORT (94K) , IN THE GRASS, NEAR AND SOUTH GF0947'OF THE SOUTHEAST CORNER OF RUNWAY END 26. OWNERSHIP--CITY OF GF0947'CASSVILLE, 3RD AND MAIN STREET, CASSVILLE, MO. 65625. AIRPORT GF0947'MANAGER PAUL WEDIN, PHONE 417-847-5739 OR 847-5740. NOTE--THIS GF0947'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE GF0947'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 76 NEAR THE GF0947'SOUTHWEST CORNER OF CASSVILLE, GO NORTH, 3.4 KM (2.10 MI) ALONG GF0947'HIGHWAY 37 TO AIRPORT ROAD ON THE LEFT, AT A LARGE FLAGPOLE. TURN GF0947'LEFT, WEST, 0.24 KM (0.15 MI) ALONG AIRPORT ROAD TO THE AIRPORT GF0947'ENTRANCE ROAD AND GATE ON THE LEFT. TURN LEFT, SOUTH, 0.25 KM (0.15 GF0947'MI) ALONG THE ENTRANCE ROAD TO THE APRON. CONTINUE SOUTHERLY, 0.25 KM GF0947'(0.15 MI) ACROSS APRON AND ALONG THE TAXI TO RUNWAY END 26, AND THE GF0947'STATION JUST SOUTH OF THE SOUTHEAST CORNER. STATION IS 29.5 M (96.8 GF0947'FT) NORTH-NORTHWEST OF AN ORANGE AND WHITE PVC DRAIN PIPE END MARKER GF0947'(MARKED U) , 24.3 M (79.7 FT) SOUTH OF THE RUNWAY CENTER, 15.1 M (49.5 GF0947'FT) SOUTH-SOUTHEAST OF THE RUNWAYS SOUTHEAST CORNER, 12.3 M (40.4 FT) GF0947'SOUTHWEST OF THE MOST SOUTHERLY 1 OF 4 RUNWAY END LIGHTS, AND THE GF0947'STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE RUNWAY LEVEL AND RECESSED GF0947'ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. BY R.G. HAYES GF0947'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. GF0947 GF0947 STATION RECOVERY (2002) GF0947 GF0947'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0947'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 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- -28.48 (meters) GEOID99 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 GEOID99. GF0908 GF0908; North East Units Scale 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: 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 - December 18, 2002 GF0908 GF0908 HISTORY - Date Condition Report By GF0908 HISTORY - 1961 MONUMENTED CGS GF0908 HISTORY - 20021218 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. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0911 *********************************************************************** GF0911 DESIGNATION - CASSVILLE NEW MUNICIPAL TANK GF0911 PID - GF0911 GF0911 STATE/COUNTY- MO/BARRY GF0911 USGS QUAD - CASSVILLE (1974) GF0911 GF0911 *CURRENT SURVEY CONTROL GF0911 ___________________________________________________________________ GF0911* NAD 83(1997)- 36 40 48.64039(N) 093 52 22.49165(W) ADJUSTED GF0911* NAVD 88 - GF0911 ___________________________________________________________________ GF0911 LAPLACE CORR- -0.45 (seconds) DEFLEC99 GF0911 GEOID HEIGHT- -28.50 (meters) GEOID99 GF0911 GF0911 HORZ ORDER - THIRD GF0911 GF0911.The horizontal coordinates were established by classical geodetic methods GF0911.and adjusted by the National Geodetic Survey in February 2000. GF0911 GF0911 GF0911.The Laplace correction was computed from DEFLEC99 derived deflections. GF0911 GF0911.The geoid height was determined by GEOID99. GF0911 GF0911; North East Units Scale Converg. GF0911;SPC MO W - 57,162.600 906,047.877 MT 0.99997986 +0 22 28.6 GF0911;UTM 15 - 4,059,749.335 422,006.559 MT 0.99967494 -0 31 17.3 GF0911 GF0911 SUPERSEDED SURVEY CONTROL GF0911 GF0911 NAD 83(1997)- 36 40 48.64056(N) 093 52 22.49159(W) AD( ) 4 GF0911 NAD 83(1997)- 36 40 48.64509(N) 093 52 22.49206(W) AD( ) 4 GF0911 NAD 83(1997)- 36 40 48.65191(N) 093 52 22.49297(W) AD( ) 4 GF0911 NAD 83(1986)- 36 40 48.65359(N) 093 52 22.49252(W) AD( ) 4 GF0911 NAD 27 - 36 40 48.41600(N) 093 52 21.77400(W) AD( ) 3 GF0911 GF0911.Superseded values are not recommended for survey control. GF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0911.See file dsdata.txt to determine how the superseded data were derived. GF0911 GF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2200759749(NAD 83) GF0911_MARKER: 53 = ELEVATED TANK GF0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0911+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 GF0911 GF0911 HISTORY - Date Condition Report By GF0911 HISTORY - 1961 FIRST OBSERVED CGS GF0911 HISTORY - 20020821 GOOD GEOCAC GF0911 GF0911 STATION DESCRIPTION GF0911 GF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0911'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT GF0911'1/2 MILE WEST OF THE CENTER OF CASSVILLE AND ON THE SOUTH SIDE OF GF0911'7 TH STREET. IT IS A 6 LEGGED STEEL STRUCTURE PAINTED SILVER GF0911'AND HAS A RED OBSTRUCTION LIGHT AT THE TOP. THE OVERALL HEIGHT IS GF0911'120 FEET. GF0911 GF0911 STATION RECOVERY (2002) GF0911 GF0911'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0911'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0912 *********************************************************************** GF0912 DESIGNATION - CASSVILLE OLD MUNICIPAL TANK GF0912 PID - GF0912 GF0912 STATE/COUNTY- MO/BARRY GF0912 USGS QUAD - CASSVILLE (1974) GF0912 GF0912 *CURRENT SURVEY CONTROL GF0912 ___________________________________________________________________ GF0912* NAD 83(1997)- 36 40 49.94750(N) 093 52 22.12220(W) ADJUSTED GF0912* NAVD 88 - GF0912 ___________________________________________________________________ GF0912 LAPLACE CORR- -0.44 (seconds) DEFLEC99 GF0912 GEOID HEIGHT- -28.50 (meters) GEOID99 GF0912 GF0912 HORZ ORDER - THIRD GF0912 GF0912.The horizontal coordinates were established by classical geodetic methods GF0912.and adjusted by the National Geodetic Survey in February 2000. GF0912 GF0912 GF0912.The Laplace correction was computed from DEFLEC99 derived deflections. GF0912 GF0912.The geoid height was determined by GEOID99. GF0912 GF0912; North East Units Scale Converg. GF0912;SPC MO W - 57,202.951 906,056.787 MT 0.99997988 +0 22 28.8 GF0912;UTM 15 - 4,059,789.529 422,016.095 MT 0.99967492 -0 31 17.1 GF0912 GF0912 SUPERSEDED SURVEY CONTROL GF0912 GF0912 NAD 83(1997)- 36 40 49.94765(N) 093 52 22.12211(W) AD( ) 4 GF0912 NAD 83(1997)- 36 40 49.95263(N) 093 52 22.12340(W) AD( ) 4 GF0912 NAD 83(1997)- 36 40 49.95911(N) 093 52 22.12369(W) AD( ) 4 GF0912 NAD 83(1986)- 36 40 49.95917(N) 093 52 22.12166(W) AD( ) 4 GF0912 NAD 27 - 36 40 49.72500(N) 093 52 21.40900(W) AD( ) 3 GF0912 GF0912.Superseded values are not recommended for survey control. GF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0912.See file dsdata.txt to determine how the superseded data were derived. GF0912 GF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2201659790(NAD 83) GF0912_MARKER: 53 = ELEVATED TANK GF0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0912+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 GF0912 GF0912 HISTORY - Date Condition Report By GF0912 HISTORY - 1961 FIRST OBSERVED CGS GF0912 HISTORY - 20020821 GOOD GEOCAC GF0912 GF0912 STATION DESCRIPTION GF0912 GF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0912'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT GF0912'1/2 MILE WEST OF THE CENTER OF CASSVILLE AND ON THE NORTH SIDE GF0912'OF 7 TH STREET. IT IS A 4 LEGGED STEEL STRUCTURE PAINTED SILVER GF0912'AND THE OVERALL HEIGHT IS APPROXIMATELY 75 FEET. GF0912 GF0912 STATION RECOVERY (2002) GF0912 GF0912'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0912'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0603 *********************************************************************** GF0603 DESIGNATION - CIX GF0603 PID - GF0603 GF0603 STATE/COUNTY- MO/BARRY GF0603 USGS QUAD - MONETT (1972) GF0603 GF0603 *CURRENT SURVEY CONTROL GF0603 ___________________________________________________________________ GF0603* NAD 83(1986)- 36 55 14. (N) 093 55 27. (W) SCALED GF0603* NAVD 88 - 396.486 (meters) 1300.80 (feet) ADJUSTED GF0603 ___________________________________________________________________ GF0603 GEOID HEIGHT- -28.94 (meters) GEOID99 GF0603 DYNAMIC HT - 396.153 (meters) 1299.71 (feet) COMP GF0603 MODELED GRAV- 979,778.2 (mgal) NAVD 88 GF0603 GF0603 VERT ORDER - FIRST CLASS II GF0603 GF0603.The horizontal coordinates were scaled from a topographic map and have GF0603.an estimated accuracy of +/- 6 seconds. GF0603 GF0603.The orthometric height was determined by differential leveling GF0603.and adjusted by the National Geodetic Survey in June 1991. GF0603 GF0603.The geoid height was determined by GEOID99. GF0603 GF0603.The dynamic height is computed by dividing the NAVD 88 GF0603.geopotential number by the normal gravity value computed on the GF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0603.degrees latitude (g = 980.6199 gals.). GF0603 GF0603.The modeled gravity was interpolated from observed gravity values. GF0603 GF0603; North East Units Estimated Accuracy GF0603;SPC MO W - 83,810. 901,310. MT (+/- 180 meters Scaled) GF0603 GF0603 SUPERSEDED SURVEY CONTROL GF0603 GF0603 NGVD 29 - 396.322 (m) 1300.27 (f) ADJ UNCH 1 2 GF0603 GF0603.Superseded values are not recommended for survey control. GF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0603.See file dsdata.txt to determine how the superseded data were derived. GF0603 GF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA176864(NAD 83) GF0603_MARKER: Q = CHISELED SQUARE GF0603_SETTING: 34 = FOUNDATION WALL GF0603_MARK LOGO: CGS GF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0603+STABILITY: SURFACE MOTION GF0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GF0603+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002 GF0603 GF0603 HISTORY - Date Condition Report By GF0603 HISTORY - UNK MONUMENTED CGS GF0603 HISTORY - 1952 GOOD NGS GF0603 HISTORY - 19891024 GOOD NGS GF0603 HISTORY - 20021206 GOOD GEOCAC GF0603 GF0603 STATION DESCRIPTION GF0603 GF0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 GF0603'AT MONETT. GF0603'AT MONETT, BARRY COUNTY, AT THE NORTHEAST CORNER OF THE GF0603'INTERSECTION OF BROADWAY AND THIRD STREET, AT THE BRICK BUILDING GF0603'ONCE OCCUPIED BY THE COMMERCIAL BANK, UNDER THE FIRST WINDOW GF0603'ON THIRD STREET NORTH OF THE CORNER (THE MAIN ENTRANCE IS AT GF0603'THE CORNER), AND ON THE TOP OF THE STONE FOUNDATION. THE GF0603'BOTTOM OF A SQUARE HOLD SURROUNDED BY THE LETTERS USBM. GF0603 GF0603 STATION RECOVERY (1989) GF0603 GF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GF0603'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN MONETT, GF0603'AT THE INTERSECTION OF BROADWAY AND THIRD STREET, A CHISELED SQUARE GF0603'SURROUNDED BY THE LETTERS USBM, IN THE WEST FOUNDATION WALL AT THE GF0603'SOUTHWEST CORNER OF THE CERAMIC CORNER BUILDING, 15.1 M (49.5 FT) GF0603'NORTH OF THE CENTER OF BROADWAY, 9.2 M (30.2 FT) EAST OF THE CENTER GF0603'OF THIRD STREET, 1.6 M (5.2 FT) NORTH OF THE SOUTHWEST CORNER OF THE GF0603'BUILDING, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THIRD STREET. GF0603 GF0603 STATION RECOVERY (2002) GF0603 GF0603'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0603'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0601 *********************************************************************** GF0601 DESIGNATION - CXI RESET GF0601 PID - GF0601 GF0601 STATE/COUNTY- MO/BARRY GF0601 USGS QUAD - EXETER (1974) GF0601 GF0601 *CURRENT SURVEY CONTROL GF0601 ___________________________________________________________________ GF0601* NAD 83(1986)- 36 40 19. (N) 093 56 25. (W) SCALED GF0601* NAVD 88 - 475.269 (meters) 1559.28 (feet) ADJUSTED GF0601 ___________________________________________________________________ GF0601 GEOID HEIGHT- -28.46 (meters) GEOID99 GF0601 DYNAMIC HT - 474.858 (meters) 1557.93 (feet) COMP GF0601 MODELED GRAV- 979,751.6 (mgal) NAVD 88 GF0601 GF0601 VERT ORDER - FIRST CLASS II GF0601 GF0601.The horizontal coordinates were scaled from a topographic map and have GF0601.an estimated accuracy of +/- 6 seconds. GF0601 GF0601.The orthometric height was determined by differential leveling GF0601.and adjusted by the National Geodetic Survey in June 1991. GF0601 GF0601.The geoid height was determined by GEOID99. GF0601 GF0601.The dynamic height is computed by dividing the NAVD 88 GF0601.geopotential number by the normal gravity value computed on the GF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0601.degrees latitude (g = 980.6199 gals.). GF0601 GF0601.The modeled gravity was interpolated from observed gravity values. GF0601 GF0601; North East Units Estimated Accuracy GF0601;SPC MO W - 56,210. 900,030. MT (+/- 180 meters Scaled) GF0601 GF0601 SUPERSEDED SURVEY CONTROL GF0601 GF0601 NGVD 29 - 475.106 (m) 1558.74 (f) ADJUSTED 1 2 GF0601 GF0601.Superseded values are not recommended for survey control. GF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0601.See file dsdata.txt to determine how the superseded data were derived. GF0601 GF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA159588(NAD 83) GF0601_MARKER: DB = BENCH MARK DISK GF0601_SETTING: 34 = FOUNDATION WALL GF0601_STAMPING: CXI RESET 1964 GF0601_MARK LOGO: CGS GF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0601+STABILITY: SURFACE MOTION GF0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GF0601+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GF0601 GF0601 HISTORY - Date Condition Report By GF0601 HISTORY - 1964 MONUMENTED SCS GF0601 HISTORY - 19891115 GOOD NGS GF0601 HISTORY - 20020917 GOOD GEOCAC GF0601 GF0601 STATION DESCRIPTION GF0601 GF0601'DESCRIBED BY SOIL CONSERVATION SERVICE 1964 GF0601'AT EXETER. GF0601'AT EXETER, BARRY COUNTY, MISSOURI, AT THE SOUTHEAST CORNER OF GF0601'THE INTERSECTION OF FRONT AND COMMERCIAL STREET, AT THE BRICK GF0601'BUILDING LOCATED ON LOT 16, BLOCK 6, OF THE ORIGINAL TOWN OF GF0601'EXETER, OWNED BY THE J.W. MC CLURE ESTATE, AT A POINT 36 FEET GF0601'EAST OF THE NORTHWEST CORNER OF THE BUILDING AND ABOVE THE GF0601'FIRST COURSE OF BRICK ABOVE THE FOUNDATION, AND AT THE SECOND GF0601'BRICK EAST OF THE EAST SIDE OF THE DOOR IN THE NORTH WALL OF GF0601'THE BUILDING. GF0601 GF0601 STATION RECOVERY (1989) GF0601 GF0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GF0601'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN EXETER, GF0601'AT THE INTERSECTION OF STATE HIGHWAY 80 AND FRONT STREET, SET GF0601'VERTICALLY IN THE NORTH FACE OF AN ABANDONED BRICK BUILDING, 12.9 M GF0601'(42.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (35.8 FT) GF0601'EAST OF THE NORTH CORNER OF THE POST OFFICE, 0.6 M (2.0 FT) ABOVE THE GF0601'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A GF0601'DOOR. GF0601 GF0601 STATION RECOVERY (2002) GF0601 GF0601'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0601'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0978 *********************************************************************** GF0978 DESIGNATION - E 349 GF0978 PID - GF0978 GF0978 STATE/COUNTY- MO/BARRY GF0978 USGS QUAD - SELIGMAN (1974) GF0978 GF0978 *CURRENT SURVEY CONTROL GF0978 ___________________________________________________________________ GF0978* NAD 83(1986)- 36 34 44. (N) 093 57 53. (W) SCALED GF0978* NAVD 88 - 458.337 (meters) 1503.73 (feet) ADJUSTED GF0978 ___________________________________________________________________ GF0978 GEOID HEIGHT- -28.34 (meters) GEOID99 GF0978 DYNAMIC HT - 457.935 (meters) 1502.41 (feet) COMP GF0978 MODELED GRAV- 979,740.7 (mgal) NAVD 88 GF0978 GF0978 VERT ORDER - FIRST CLASS II GF0978 GF0978.The horizontal coordinates were scaled from a topographic map and have GF0978.an estimated accuracy of +/- 6 seconds. GF0978 GF0978.The orthometric height was determined by differential leveling GF0978.and adjusted by the National Geodetic Survey in June 1991. GF0978 GF0978.The geoid height was determined by GEOID99. GF0978 GF0978.The dynamic height is computed by dividing the NAVD 88 GF0978.geopotential number by the normal gravity value computed on the GF0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0978.degrees latitude (g = 980.6199 gals.). GF0978 GF0978.The modeled gravity was interpolated from observed gravity values. GF0978 GF0978; North East Units Estimated Accuracy GF0978;SPC MO W - 45,870. 897,910. MT (+/- 180 meters Scaled) GF0978 GF0978 SUPERSEDED SURVEY CONTROL GF0978 GF0978 NGVD 29 - 458.172 (m) 1503.19 (f) ADJUSTED 1 2 GF0978 GF0978.Superseded values are not recommended for survey control. GF0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0978.See file dsdata.txt to determine how the superseded data were derived. GF0978 GF0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA136485(NAD 83) GF0978_MARKER: DV = VERTICAL CONTROL DISK GF0978_SETTING: 66 = SET IN ROCK OUTCROP GF0978_STAMPING: E 349 1989 GF0978_MARK LOGO: NGS GF0978_MAGNETIC: N = NO MAGNETIC MATERIAL GF0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GF0978+STABILITY: POSITION/ELEVATION WELL GF0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0978+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002 GF0978 GF0978 HISTORY - Date Condition Report By GF0978 HISTORY - 1989 MONUMENTED NGS GF0978 HISTORY - 20021114 GOOD GEOCAC GF0978 GF0978 STATION DESCRIPTION GF0978 GF0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GF0978'1.30 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION GF0978'WITH STATE HIGHWAY 90 IN WASHBURN, IN A 2 BY 10 FOOT EXPOSED AREA OF GF0978'BEDROCK, 37.7 M (123.7 FT) EAST OF UTILITY POLE NUMBER 2 24-1 WITH A GF0978'TRANSFORMER, 9.1 M (29.9 FT) NORTHWEST OF A UTILITY POLE, 8.9 M (29.2 GF0978'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT) WEST GF0978'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY. GF0978 GF0978 STATION RECOVERY (2002) GF0978 GF0978'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0978'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0914 *********************************************************************** GF0914 DESIGNATION - EAGLE GF0914 PID - GF0914 GF0914 STATE/COUNTY- MO/BARRY GF0914 USGS QUAD - EAGLE ROCK (1974) GF0914 GF0914 *CURRENT SURVEY CONTROL GF0914 ___________________________________________________________________ GF0914* NAD 83(1997)- 36 35 09.48639(N) 093 46 01.05049(W) ADJUSTED GF0914* NAVD 88 - 452. (meters) 1483. (feet) SCALED GF0914 ___________________________________________________________________ GF0914 LAPLACE CORR- -0.98 (seconds) DEFLEC99 GF0914 GEOID HEIGHT- -28.45 (meters) GEOID99 GF0914 GF0914 HORZ ORDER - FIRST GF0914 GF0914.The horizontal coordinates were established by classical geodetic methods GF0914.and adjusted by the National Geodetic Survey in February 2000. GF0914 GF0914.The orthometric height was scaled from a topographic map. GF0914 GF0914.The Laplace correction was computed from DEFLEC99 derived deflections. GF0914 GF0914.The geoid height was determined by GEOID99. GF0914 GF0914; North East Units Scale Converg. GF0914;SPC MO W - 46,775.620 915,597.988 MT 0.99999417 +0 26 12.9 GF0914;SPC AR N - 251,347.256 241,865.874 MT 1.00008876 -1 01 41.5 GF0914;UTM 15 - 4,049,217.815 431,390.238 MT 0.99965799 -0 27 25.7 GF0914 GF0914: Primary Azimuth Mark Grid Az GF0914:SPC MO W - EAGLE AZ MK 153 54 18.2 GF0914:SPC AR N - EAGLE AZ MK 155 22 12.6 GF0914:UTM 15 - EAGLE AZ MK 154 47 56.8 GF0914 GF0914|---------------------------------------------------------------------| GF0914| PID Reference Object Distance Geod. Az | GF0914| dddmmss.s | GF0914| GF0902 LOHMER LOOKOUT TOWER APPROX.10.4 KM 0300206.5 | GF0914| GF0896 SHELL KNOB LOOKOUT TOWER APPROX.16.1 KM 0812247.0 | GF0914| CI0791 EAGLE AZ MK 1542031.1 | GF0914| CI0792 EAGLE RM 1 25.847 METERS 24900 | GF0914| CI0793 EAGLE RM 2 24.783 METERS 32910 | GF0914|---------------------------------------------------------------------| GF0914 GF0914 SUPERSEDED SURVEY CONTROL GF0914 GF0914 NAD 83(1997)- 36 35 09.48650(N) 093 46 01.05043(W) AD( ) 1 GF0914 NAD 83(1997)- 36 35 09.49176(N) 093 46 01.05133(W) AD( ) 1 GF0914 NAD 83(1997)- 36 35 09.49759(N) 093 46 01.05119(W) AD( ) 1 GF0914 NAD 83(1986)- 36 35 09.49820(N) 093 46 01.05105(W) AD( ) 1 GF0914 NAD 27 - 36 35 09.25610(N) 093 46 00.35180(W) AD( ) 1 GF0914 GF0914.Superseded values are not recommended for survey control. GF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0914.See file dsdata.txt to determine how the superseded data were derived. GF0914 GF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3139049218(NAD 83) GF0914_MARKER: DS = TRIANGULATION STATION DISK GF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0914+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002 GF0914 GF0914 HISTORY - Date Condition Report By GF0914 HISTORY - 1961 MONUMENTED CGS GF0914 HISTORY - 20021231 GOOD GEOCAC GF0914 GF0914 STATION DESCRIPTION GF0914 GF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0914'ABOUT 8-1/2 MILES SOUTHEAST OF CASSVILLE, ABOUT 2-1/2 MILES GF0914'NORTH-NORTHWEST OF EAGLE ROCK, IN THE SOUTHEAST 1/4 OF SEC. GF0914'29, T. 22 N., R. 26 W., IN THE MARK TWAIN NATIONAL FOREST AND ON GF0914'PROPERTY OWNED BY THE GOVERNMENT. IT IS 74 FEET SOUTHEAST GF0914'OF AN 18 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST GF0914'SIDE, 60 FEET NORTH OF THE INTERSECTION OF A CROSSROAD, 42 FEET GF0914'NORTHEAST OF THE CENTRLINE OF STATE HIGHWAY 86, 27 FEET GF0914'NORTHWEST OF AN 18 INCH OAK TREE AND 2 FEET WEST OF A WITNESS GF0914'POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GF0914'EAGLE 1961. GF0914' GF0914'TO REACH FROM THE CENTER OF THE CONCRETE BRIDGE OVER ROARING GF0914'RIVER, JUST NORTH OF EAGLE ROCK, GO NORTHWESTERLY ON STATE GF0914'HIGHWAY 86 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD F. GF0914'CONTINUE NORTHWESTERLY ON HIGHWAY 86 FOR 1.9 MILE TO THE AZIMUTH GF0914'MARK ON THE LEFT. CONTINUE NORTHWESTERLY ON HIGHWAY 86 FOR GF0914'0.25 MILE TO A CROSSROAD AND THE STATION ON THE RIGHT. GF0914' GF0914'REFERENCE MARK 1 IS 58 FEET NORTHWEST OF THE CENTERLINE OF A GF0914'GRAVELED ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE OF STATE GF0914'HIGHWAY 86 AND 20 FEET WEST OF A TELEPHONE POLE. THE MONUMENT GF0914'PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE NO 1 1961. GF0914' GF0914'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF THE CENTERLINE OF STATE GF0914'HIGHWAY 86, 17 FEET NORTH OF THE 18 INCH OAK TREE WITH THE GF0914'TRIANGULAR BLAZE AND 8 FEET SOUTHWEST OF A 14 INCH OAK TREE. GF0914'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE NO GF0914'2 1961. GF0914' GF0914'THE AZIMUTH MARK IS 49 FEET SOUTHEAST OF A 24 INCH OAK TREE, GF0914'21 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 86, 1 GF0914'FOOT NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A WITNESS GF0914'POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GF0914'EAGLE 1961. GF0914' GF0914'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GF0914 GF0914 STATION RECOVERY (2002) GF0914 GF0914'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0914'STATION,AZIMUTH,REF.1,2. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0921 *********************************************************************** GF0921 DESIGNATION - EXETER MUNICIPAL TANK GF0921 PID - GF0921 GF0921 STATE/COUNTY- MO/BARRY GF0921 USGS QUAD - EXETER (1974) GF0921 GF0921 *CURRENT SURVEY CONTROL GF0921 ___________________________________________________________________ GF0921* NAD 83(1997)- 36 40 13.44013(N) 093 56 29.95078(W) ADJUSTED GF0921* NAVD 88 - GF0921 ___________________________________________________________________ GF0921 LAPLACE CORR- -0.42 (seconds) DEFLEC99 GF0921 GEOID HEIGHT- -28.46 (meters) GEOID99 GF0921 GF0921 HORZ ORDER - THIRD GF0921 GF0921.The horizontal coordinates were established by classical geodetic methods GF0921.and adjusted by the National Geodetic Survey in February 2000. GF0921 GF0921 GF0921.The Laplace correction was computed from DEFLEC99 derived deflections. GF0921 GF0921.The geoid height was determined by GEOID99. GF0921 GF0921; North East Units Scale Converg. GF0921;SPC MO W - 56,039.619 899,910.387 MT 0.99997185 +0 20 00.4 GF0921;UTM 15 - 4,058,722.764 415,854.073 MT 0.99968723 -0 33 44.6 GF0921 GF0921 SUPERSEDED SURVEY CONTROL GF0921 GF0921 NAD 83(1997)- 36 40 13.44032(N) 093 56 29.95081(W) AD( ) 4 GF0921 NAD 83(1997)- 36 40 13.44437(N) 093 56 29.95006(W) AD( ) 4 GF0921 NAD 83(1997)- 36 40 13.45134(N) 093 56 29.95161(W) AD( ) 4 GF0921 NAD 83(1986)- 36 40 13.45314(N) 093 56 29.95153(W) AD( ) 4 GF0921 NAD 27 - 36 40 13.21300(N) 093 56 29.22300(W) AD( ) 3 GF0921 GF0921.Superseded values are not recommended for survey control. GF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0921.See file dsdata.txt to determine how the superseded data were derived. GF0921 GF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1585458723(NAD 83) GF0921_MARKER: 53 = ELEVATED TANK GF0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0921+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GF0921 GF0921 HISTORY - Date Condition Report By GF0921 HISTORY - 1961 FIRST OBSERVED CGS GF0921 HISTORY - 20020917 GOOD GEOCAC GF0921 GF0921 STATION DESCRIPTION GF0921 GF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0921'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A GF0921'3 LEGGED STEEL STRUCTURE PAINTED SILVER AND THE TANK HAS THE GF0921'THE LEGEND EXETER PAINTED IN BLACK LETTERS ON THE NORTH SIDE. THE GF0921'OVERALL HEIGHT IS 125 FEET. GF0921' GF0921'IT IS LOCATED ON THE SOUTH EDGE OF THE SMALL TOWN OF EXETER GF0921'AND JUST EAST OF A RAILROAD TRACK. GF0921 GF0921 STATION RECOVERY (2002) GF0921 GF0921'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0921'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0979 *********************************************************************** GF0979 DESIGNATION - F 349 GF0979 PID - GF0979 GF0979 STATE/COUNTY- MO/BARRY GF0979 USGS QUAD - SELIGMAN (1974) GF0979 GF0979 *CURRENT SURVEY CONTROL GF0979 ___________________________________________________________________ GF0979* NAD 83(1986)- 36 35 17. (N) 093 57 10. (W) SCALED GF0979* NAVD 88 - 458.536 (meters) 1504.38 (feet) ADJUSTED GF0979 ___________________________________________________________________ GF0979 GEOID HEIGHT- -28.35 (meters) GEOID99 GF0979 DYNAMIC HT - 458.134 (meters) 1503.06 (feet) COMP GF0979 MODELED GRAV- 979,741.4 (mgal) NAVD 88 GF0979 GF0979 VERT ORDER - FIRST CLASS II GF0979 GF0979.The horizontal coordinates were scaled from a topographic map and have GF0979.an estimated accuracy of +/- 6 seconds. GF0979 GF0979.The orthometric height was determined by differential leveling GF0979.and adjusted by the National Geodetic Survey in June 1991. GF0979 GF0979.The geoid height was determined by GEOID99. GF0979 GF0979.The dynamic height is computed by dividing the NAVD 88 GF0979.geopotential number by the normal gravity value computed on the GF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0979.degrees latitude (g = 980.6199 gals.). GF0979 GF0979.The modeled gravity was interpolated from observed gravity values. GF0979 GF0979; North East Units Estimated Accuracy GF0979;SPC MO W - 46,900. 898,970. MT (+/- 180 meters Scaled) GF0979 GF0979 SUPERSEDED SURVEY CONTROL GF0979 GF0979 NGVD 29 - 458.372 (m) 1503.84 (f) ADJUSTED 1 2 GF0979 GF0979.Superseded values are not recommended for survey control. GF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0979.See file dsdata.txt to determine how the superseded data were derived. GF0979 GF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA147495(NAD 83) GF0979_MARKER: I = METAL ROD GF0979_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL GF0979+WITH SETTING: INFORMATION. GF0979_STAMPING: F 349 1989 GF0979_MARK LOGO: NGS GF0979_MAGNETIC: I = MARKER IS A STEEL ROD GF0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GF0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0979+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 GF0979 GF0979 HISTORY - Date Condition Report By GF0979 HISTORY - 1989 MONUMENTED NGS GF0979 HISTORY - 20021101 GOOD GEOCAC GF0979 GF0979 STATION DESCRIPTION GF0979 GF0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GF0979'0.2 KM (0.10 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION GF0979'WITH STATE HIGHWAY 90 IN WASHBURN, A METAL ROD DRIVEN TO REFUSAL AT GF0979'0.8 M AND FLUSH WITH GROUND, 22.3 M (73.2 FT) NORTHWEST OF THE GF0979'NORTHWEST CORNER OF A BRICK TELEPHONE BUILDING, 8.2 M (26.9 FT) EAST GF0979'OF THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF GF0979'THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A CONCRETE CURB. GF0979'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. GF0979 GF0979 STATION RECOVERY (2002) GF0979 GF0979'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0979'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0903 *********************************************************************** GF0903 DESIGNATION - FAIRVIEW GF0903 PID - GF0903 GF0903 STATE/COUNTY- MO/BARRY GF0903 USGS QUAD - SHELL KNOB (1974) GF0903 GF0903 *CURRENT SURVEY CONTROL GF0903 ___________________________________________________________________ GF0903* NAD 83(1997)- 36 38 59.96455(N) 093 39 49.92355(W) ADJUSTED GF0903* NAVD 88 - 455. (meters) 1493. (feet) SCALED GF0903 ___________________________________________________________________ GF0903 LAPLACE CORR- -1.86 (seconds) DEFLEC99 GF0903 GEOID HEIGHT- -28.56 (meters) GEOID99 GF0903 GF0903 HORZ ORDER - FIRST GF0903 GF0903.The horizontal coordinates were established by classical geodetic methods GF0903.and adjusted by the National Geodetic Survey in February 2000. GF0903 GF0903.The orthometric height was scaled from a topographic map. GF0903 GF0903.The Laplace correction was computed from DEFLEC99 derived deflections. GF0903 GF0903.The geoid height was determined by GEOID99. GF0903 GF0903; North East Units Scale Converg. GF0903;SPC MO W - 53,955.245 924,761.654 MT 1.00001001 +0 29 56.9 GF0903;SPC MO C - 91,244.029 395,934.144 MT 1.00006671 -0 41 41.3 GF0903;SPC AR N - 258,290.728 251,211.152 MT 1.00010897 -0 58 05.5 GF0903;UTM 15 - 4,056,250.995 440,661.642 MT 0.99964338 -0 23 46.6 GF0903 GF0903: Primary Azimuth Mark Grid Az GF0903:SPC MO W - FAIRVIEW AZ MK 171 32 05.8 GF0903:SPC MO C - FAIRVIEW AZ MK 172 43 44.0 GF0903:SPC AR N - FAIRVIEW AZ MK 173 00 08.2 GF0903:UTM 15 - FAIRVIEW AZ MK 172 25 49.3 GF0903 GF0903|---------------------------------------------------------------------| GF0903| PID Reference Object Distance Geod. Az | GF0903| dddmmss.s | GF0903| CI0874 FAIRVIEW RM 1 15.021 METERS 07945 | GF0903| GF0896 SHELL KNOB LOOKOUT TOWER APPROX. 8.1 KM 1251845.4 | GF0903| GF0895 PILOT KNOB LOT APPROX.15.5 KM 1370857.5 | GF0903| CI0873 FAIRVIEW AZ MK 1720202.7 | GF0903| CI0875 FAIRVIEW RM 2 14.265 METERS 30948 | GF0903|---------------------------------------------------------------------| GF0903 GF0903 SUPERSEDED SURVEY CONTROL GF0903 GF0903 NAD 83(1997)- 36 38 59.96468(N) 093 39 49.92341(W) AD( ) 1 GF0903 NAD 83(1997)- 36 38 59.96971(N) 093 39 49.92465(W) AD( ) 1 GF0903 NAD 83(1997)- 36 38 59.97562(N) 093 39 49.92426(W) AD( ) 1 GF0903 NAD 83(1986)- 36 38 59.97629(N) 093 39 49.92378(W) AD( ) 1 GF0903 NAD 27 - 36 38 59.73910(N) 093 39 49.23050(W) AD( ) 1 GF0903 GF0903.Superseded values are not recommended for survey control. GF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0903.See file dsdata.txt to determine how the superseded data were derived. GF0903 GF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4066256251(NAD 83) GF0903_MARKER: DS = TRIANGULATION STATION DISK GF0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0903+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002 GF0903 GF0903 HISTORY - Date Condition Report By GF0903 HISTORY - 1961 MONUMENTED CGS GF0903 HISTORY - 20020819 GOOD GEOCAC GF0903 GF0903 STATION DESCRIPTION GF0903 GF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0903'THE MARKS WERE SET BY A GEODIMETER PARTY IN 1960 BUT WAS NOT GF0903'OCCUPIED UNTIL 1961. GF0903' GF0903'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS- GF0903' GF0903'THE STATION IS ABOUT 2 MILES NORTHWEST OF THE TOWN OF SHELL GF0903'KNOB, ON A HIGH RIDGE, IN THE NORTHWEST QUARTER OF SECTION 5, GF0903'T. 22 N., R. 25 W. IT IS 93.5 FEET SOUTHWEST OF THE SOUTHWEST GF0903'CORNER OF A BRICK SIDING HOUSE, 13 FEET SOUTH OF A WITNESS POST, GF0903'22 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 46 FEET GF0903'SOUTHEAST OF A 16 INCH OAK TREE, 114 FEET WEST OF THE CENTERLINE GF0903'OF STATE HIGHWAY 39 AND 72 WEST OF A POWER POLE. THE MONUMENT GF0903'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED FAIRVIEW GF0903'1960. GF0903' GF0903'TO REACH THE STATION FROM THE SHELL KNOB SCHOOL IN THE SOUTHEAST GF0903'EDGE OF SHELL KNOB, GO NORTHEASTERLY ON STATE HIGHWAY 39 FOR GF0903'3.1 MILES TO THE TOP OF RIDGE AND THE STATION ON THE LEFT. GF0903' GF0903'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF THE STATION, GO GF0903'SOUTH ON HIGHWAY 39 FOR ABOUT 200 FEET TO A DRIVEWAY LEFT. GF0903'KEEP LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A GF0903'WOODEN GATE (PASSING BETWEEN HOUSE AND QUANSET HUT CHICKEN HOUSE). GF0903'PASS THROUGH GATE AND GO SOUTH ALONG WEST SIDE OF NORTH-SOUTH GF0903'FENCE LINE FOR 0.05 MILE TO TOP OF RIDGE AND THE MARK ON THE GF0903'LEFT. GF0903' GF0903'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 11 FEET SOUTH GF0903'OF THE CENTERLINE OF THE GRAVELED ROAD, 39 FEET NORTHWEST OF GF0903'THE POWER POLE, 46 FEET EAST OF THE WITNESS POST AND 72 FEET GF0903'WEST OF THE CENTERLINE OF HIGHWAY 39. THE MONUMENT IS FLUSH GF0903'AND THE DISK IS STAMPED FAIRVIEW NO 1 1960. GF0903' GF0903'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE, 8 FEET NORTH GF0903'OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF THE GF0903'16 INCH OAK TREE AND 42 FEET NORTHWEST OF THE WITNESS POST. GF0903'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRVIEW GF0903'NO 2 1960. GF0903' GF0903'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH GF0903'OF A WITNESS POST AND 8 FEET EAST OF THE CENTERLINE OF A FIELD GF0903'ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRVIEW GF0903'1960. GF0903' GF0903'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GF0903 GF0903 STATION RECOVERY (2002) GF0903 GF0903'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0903'STATION,AZIMUTH,REF.1,2. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0906 *********************************************************************** GF0906 DESIGNATION - FORTUNE GF0906 PID - GF0906 GF0906 STATE/COUNTY- MO/BARRY GF0906 USGS QUAD - CASSVILLE (1974) GF0906 GF0906 *CURRENT SURVEY CONTROL GF0906 ___________________________________________________________________ GF0906* NAD 83(1997)- 36 44 35.38741(N) 093 45 13.29002(W) ADJUSTED GF0906* NAVD 88 - 464.55 (+/-2cm) 1524.1 (feet) VERTCON GF0906 ___________________________________________________________________ GF0906 LAPLACE CORR- -0.78 (seconds) DEFLEC99 GF0906 GEOID HEIGHT- -28.59 (meters) GEOID99 GF0906 GF0906 HORZ ORDER - FIRST GF0906 VERT ORDER - THIRD ? (See Below) GF0906 GF0906.The horizontal coordinates were established by classical geodetic methods GF0906.and adjusted by the National Geodetic Survey in February 2000. GF0906 GF0906.The NAVD 88 height was computed by applying the VERTCON shift value to GF0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0906.The vertical order pertains to the superseded datum. GF0906 GF0906.The Laplace correction was computed from DEFLEC99 derived deflections. GF0906 GF0906.The geoid height was determined by GEOID99. GF0906 GF0906; North East Units Scale Converg. GF0906;SPC MO W - 64,228.272 916,649.537 MT 0.99999588 +0 26 47.3 GF0906;UTM 15 - 4,066,646.000 432,714.043 MT 0.99965578 -0 27 03.2 GF0906 GF0906: Primary Azimuth Mark Grid Az GF0906:SPC MO W - CASSVILLE 203 00 49.9 GF0906:UTM 15 - CASSVILLE 203 54 40.4 GF0906 GF0906|---------------------------------------------------------------------| GF0906| PID Reference Object Distance Geod. Az | GF0906| dddmmss.s | GF0906| GF0882 JENKINS LOOKOUT TOWER APPROX. 9.5 KM 0152346.0 | GF0906| GF0910 PTS 4 MO 32.818 METERS 01715 | GF0906| CI0913 FORTUNE RM 1 21.401 METERS 13309 | GF0906| GF0902 LOHMER LOOKOUT TOWER APPROX. 9.4 KM 1544251.8 | GF0906| CI0914 FORTUNE RM 3 73.521 METERS 19414 | GF0906| GF0908 CASSVILLE APPROX.10.9 KM 2032737.2 | GF0906|---------------------------------------------------------------------| GF0906 GF0906 SUPERSEDED SURVEY CONTROL GF0906 GF0906 NAD 83(1997)- 36 44 35.38775(N) 093 45 13.28988(W) AD( ) 1 GF0906 NAD 83(1997)- 36 44 35.39128(N) 093 45 13.29089(W) AD( ) 1 GF0906 NAD 83(1997)- 36 44 35.39794(N) 093 45 13.29076(W) AD( ) 1 GF0906 NAD 83(1986)- 36 44 35.39947(N) 093 45 13.29026(W) AD( ) 1 GF0906 NAD 27 - 36 44 35.17270(N) 093 45 12.58400(W) AD( ) 1 GF0906 NGVD 29 - 464.39 (m) 1523.6 (f) LEVELING 3 GF0906 GF0906.Superseded values are not recommended for survey control. GF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0906.See file dsdata.txt to determine how the superseded data were derived. GF0906 GF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3271466646(NAD 83) GF0906_MARKER: DS = TRIANGULATION STATION DISK GF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0906+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 GF0906 GF0906 HISTORY - Date Condition Report By GF0906 HISTORY - 1961 MONUMENTED CGS GF0906 HISTORY - 20021003 GOOD GEOCAC GF0906 GF0906 STATION DESCRIPTION GF0906 GF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0906'THE STATION IS ABOUT 7 MILES NORTHEAST OF CASSVILLE, 4 MILES GF0906'SOUTHWEST OF JENKINS, ON THE PROPERTY OF MR. DEWEY PATTON GF0906'AND IS IN THE SOUTHWEST 1/4 OF SECTION 33, T. 24 N., R. 26 W. GF0906'IT IS 2 FEET EAST OF A WITNESS POST, 1 FOOT EAST OF A WIRE GF0906'FENCE, 31 FEET SOUTHWEST OF A 16 INCH HICKORY TREE, 56 FEET GF0906'SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, 74 FEET GF0906'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN AND 16 FEET GF0906'WEST OF THE CENTERLINE OF A FARM ROAD. THE MONUMENT IS FLUSH GF0906'AND THE DISK IS STAMPED FORTUNE 1961. GF0906' GF0906'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 112, 76, 86 AND GF0906'148 IN THE SOUTHEAST PART OF CASSVILLE, GO SOUTHEASTERLY AND GF0906'NORTHEASTERLY ON HIGHWAY 148 FOR 5.1 MILES TO A FIVE POINT GF0906'ROAD JUNCTION AND OAK RIDGE MISSIONARY BAPTIST CHURCH ON THE GF0906'LEFT. CONTINUE ON HIGHWAY 148 FOR 3 MILES TO A SIDE ROAD LEFT GF0906'(COUNTY ROAD C). CONTINUE ON HIGHWAY 148 FOR 0.15 MILE TO A GF0906'DRIVEWAY RIGHT. TURN RIGHT AND GO SOUTHERLY ON THE DRIVEWAY, GF0906'PASSING TO THE WEST OF A STONE HOUSE, FOR 0.05 MILE TO THE GF0906'STATION ON THE RIGHT. GF0906' GF0906'REFERENCE MARK 1 IS 6 INCHES NORTH OF A WIRE FENCE, 28 FEET EAST GF0906'OF THE CENTERLINE OF A FARM ROAD, 72 FEET SOUTHEAST OF THE GF0906'WITNESS POST AND 13 FEET SOUTHWEST OF THE NORTHWEST CORNER GF0906'OF THE LARGE BARN. THE MONUMENT PROJECTS 5 INCHES AND THE GF0906'DISK IS STAMPED FORTUNE NO 1 1961. GF0906' GF0906'PT NO 4 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION GF0906'MARK DISK STAMPED PRIM TRAV STA NO 4 MO 1923, SET IN THE TOP GF0906'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS 6 GF0906'INCHES IN DIAMETER. IT IS 47 FEET NORTHEAST OF A 36 INCH OAK GF0906'TREE, 7 FEET EAST OF A WIRE FENCE, 22 EAST OF THE CENTERLINE GF0906'OF THE FARM ROAD AND 48 FEET NORTH OF A FENCE CORNER. GF0906' GF0906'REFERENCE MARK 3 IS 1 FOOT NORTH OF A WITNESS POST, 10 FEET GF0906'SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD AND 11 FEET GF0906'NORTHEAST OF A 5 INCH OAK TREE. THE MONUMENT PROJECTS 3 INCHES GF0906'AND THE DISK IS STAMPED FORTUNE NO 3 1961. GF0906' GF0906'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK. GF0906' GF0906'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GF0906 GF0906 STATION RECOVERY (2002) GF0906 GF0906'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0906'ALL MARKS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 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- -28.53 (meters) GEOID99 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 GEOID99. GF0902 GF0902; North East Units Scale 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 - August 18, 2002 GF0902 GF0902 HISTORY - Date Condition Report By GF0902 HISTORY - 1961 FIRST OBSERVED CGS GF0902 HISTORY - 20020818 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. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0910 *********************************************************************** GF0910 DESIGNATION - PTS 4 MO GF0910 PID - GF0910 GF0910 STATE/COUNTY- MO/BARRY GF0910 USGS QUAD - CASSVILLE (1974) GF0910 GF0910 *CURRENT SURVEY CONTROL GF0910 ___________________________________________________________________ GF0910* NAD 83(1997)- 36 44 36.40414(N) 093 45 12.89770(W) ADJUSTED GF0910* NAVD 88 - 465.36 (+/-2cm) 1526.8 (feet) VERTCON GF0910 ___________________________________________________________________ GF0910 LAPLACE CORR- -0.78 (seconds) DEFLEC99 GF0910 GEOID HEIGHT- -28.59 (meters) GEOID99 GF0910 GF0910 HORZ ORDER - SECOND GF0910 VERT ORDER - THIRD ? (See Below) GF0910 GF0910.The horizontal coordinates were established by classical geodetic methods GF0910.and adjusted by the National Geodetic Survey in February 2000. GF0910 GF0910.The NAVD 88 height was computed by applying the VERTCON shift value to GF0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0910.The vertical order pertains to the superseded datum. GF0910 GF0910.The Laplace correction was computed from DEFLEC99 derived deflections. GF0910 GF0910.The geoid height was determined by GEOID99. GF0910 GF0910; North East Units Scale Converg. GF0910;SPC MO W - 64,259.688 916,659.025 MT 0.99999590 +0 26 47.6 GF0910;UTM 15 - 4,066,677.253 432,724.019 MT 0.99965576 -0 27 03.0 GF0910 GF0910 SUPERSEDED SURVEY CONTROL GF0910 GF0910 NAD 83(1997)- 36 44 36.40448(N) 093 45 12.89756(W) AD( ) 2 GF0910 NAD 83(1997)- 36 44 36.40802(N) 093 45 12.89856(W) AD( ) 2 GF0910 NAD 83(1997)- 36 44 36.41468(N) 093 45 12.89844(W) AD( ) 2 GF0910 NAD 83(1986)- 36 44 36.41620(N) 093 45 12.89794(W) AD( ) 2 GF0910 NAD 27 - 36 44 36.18940(N) 093 45 12.19160(W) AD( ) 2 GF0910 NGVD 29 - 465.20 (m) 1526.2 (f) LEVELING 3 GF0910 GF0910.Superseded values are not recommended for survey control. GF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0910.See file dsdata.txt to determine how the superseded data were derived. GF0910 GF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3272466677(NAD 83) GF0910_MARKER: DD = SURVEY DISK GF0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0910+STABILITY: SURFACE MOTION GF0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0910+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002 GF0910 GF0910 HISTORY - Date Condition Report By GF0910 HISTORY - 1961 MONUMENTED CGS GF0910 HISTORY - 20020829 GOOD GEOCAC GF0910 GF0910 STATION DESCRIPTION GF0910 GF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0910'THE STATION IS ABOUT 7 MILES NORTHEAST OF CASSVILLE, 4 MILES GF0910'SOUTHWEST OF JENKINS, ON THE PROPERTY OF MR. DEWEY PATTON AND GF0910'IS IN THE SOUTHWEST 1/4 OF SECTION 33, T. 24 N., R. 26 W. IT GF0910'IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED GF0910'PRIM TRAV STA NO 4 MO 1923, SET IN THE TOP OF A ROUND CONCRETE GF0910'POST THAT IS 6 INCHES IN DIAMETER AND FLUSH WITH THE GROUND. IT GF0910'IS 47 FEET NORTHEAST OF A 36 INCH OAK TREE, 7 FEET EAST OF A GF0910'WIRE FENCE, 22 FEET EAST OF THE CENTERLINE OF A FARM ROAD AND GF0910'48 FEET NORTH OF A FENCE CORNER. GF0910' GF0910'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 112, 76, 86 AND GF0910'148 IN THE SOUTHEAST PART OF CASSVILLE, GO SOUTHEASTERLY AND GF0910'NORTHEASTERLY ON HIGHWAY 148 FOR 5.1 MILES TO A FIVE POINT ROAD GF0910'JUNCTION AND OAK RIDGE MISSIONARY BAPTIST CHURCH ON THE LEFT. GF0910'CONTINUE ON HIGHWAY 148 FOR 3 MILES TO A SIDE ROAD LEFT (COUNTY GF0910'ROAD C). CONTINUE ON HIGHWAY 148 FOR 0.15 MILE TO A DRIVEWAY GF0910'RIGHT. TURN RIGHT AND GO SOUTHERLY ON THE DRIVEWAY FOR 0.05 GF0910'MILE TO THE MARK ON THE LEFT, JUST AFTER PASSING A HOUSE ON GF0910'YOUR LEFT. GF0910' GF0910'A TRAVERSE CONNECTION WAS MADE FROM STATION FORTUNE TO PT NO GF0910'4 THE DISTANCE IS (107.673) FEET. 32.8187 METERS. GF0910 GF0910 STATION RECOVERY (2002) GF0910 GF0910'RECOVERY NOTE BY GEOCACHING 2002 (CB) GF0910'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 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- -28.49 (meters) GEOID99 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 GEOID99. GF0907 GF0907; North East Units Scale 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: 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 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