1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0860 *********************************************************************** GF0860 DESIGNATION - ALABAM GF0860 PID - GF0860 GF0860 STATE/COUNTY- AR/MADISON GF0860 USGS QUAD - FORUM (1973) GF0860 GF0860 *CURRENT SURVEY CONTROL GF0860 ___________________________________________________________________ GF0860* NAD 83(1997)- 36 08 30.06639(N) 093 40 46.96790(W) ADJUSTED GF0860* NAVD 88 - 449.7 (meters) 1475. (feet) VERTCON GF0860 ___________________________________________________________________ GF0860 LAPLACE CORR- 0.10 (seconds) DEFLEC99 GF0860 GEOID HEIGHT- -27.95 (meters) GEOID03 GF0860 GF0860 HORZ ORDER - FIRST GF0860 GF0860.The horizontal coordinates were established by classical geodetic methods GF0860.and adjusted by the National Geodetic Survey in September 1999. GF0860 GF0860.The NAVD 88 height was computed by applying the VERTCON shift value to GF0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0860 GF0860.The Laplace correction was computed from DEFLEC99 derived deflections. GF0860 GF0860.The geoid height was determined by GEOID03. GF0860 GF0860; North East Units Scale Factor Converg. GF0860;SPC AR N - 201,916.009 248,832.101 MT 0.99998317 -0 58 38.7 GF0860;UTM 15 - 3,999,877.526 438,848.384 MT 0.99964608 -0 24 03.2 GF0860 GF0860! - Elev Factor x Scale Factor = Combined Factor GF0860!SPC AR N - 0.99993381 x 0.99998317 = 0.99991698 GF0860!UTM 15 - 0.99993381 x 0.99964608 = 0.99957991 GF0860 GF0860: Primary Azimuth Mark Grid Az GF0860:SPC AR N - R 143 180 22 11.9 GF0860:UTM 15 - R 143 179 47 36.4 GF0860 GF0860|---------------------------------------------------------------------| GF0860| PID Reference Object Distance Geod. Az | GF0860| dddmmss.s | GF0860| CI0031 ALABAM RM 2 13.850 METERS 00119 | GF0860| GF0538 R 143 APPROX. 0.8 KM 1792333.2 | GF0860| CI0030 ALABAM RM 1 13.811 METERS 18152 | GF0860|---------------------------------------------------------------------| GF0860 GF0860 SUPERSEDED SURVEY CONTROL GF0860 GF0860 NAD 83(1997)- 36 08 30.07779(N) 093 40 46.96826(W) AD( ) 1 GF0860 NAD 83(1986)- 36 08 30.07758(N) 093 40 46.96967(W) AD( ) 1 GF0860 NAD 27 - 36 08 29.81089(N) 093 40 46.28211(W) AD( ) 1 GF0860 NGVD 29 (07/19/86) 449.6 (m) 1475. (f) VERT ANG GF0860 GF0860.Superseded values are not recommended for survey control. GF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0860.See file dsdata.txt to determine how the superseded data were derived. GF0860 GF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3884899878(NAD 83) GF0860_MARKER: DS = TRIANGULATION STATION DISK GF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT GF0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GF0860+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005 GF0860 GF0860 HISTORY - Date Condition Report By GF0860 HISTORY - 1971 MONUMENTED NGS GF0860 HISTORY - 1987 GOOD USPSQD GF0860 HISTORY - 1988 GOOD USPSQD GF0860 HISTORY - 20050307 GOOD GEOCAC GF0860 GF0860 STATION DESCRIPTION GF0860 GF0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0860'NO MEASUREMENT RM 1 TO RM 2 NEAR 180 DEGREES. GF0860' GF0860'THE STATION IS ABOUT 5-1/4 MILES WEST OF MARBLE, 4 MILES NORTH AND GF0860'3 MILES EAST OF HUNTSVILLE, IN THE NORTHEAST 1/4 OF SECTION 18, GF0860'T. 17 N., R. 25 W., ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 127. GF0860' GF0860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 68 GF0860'ABOUT 1 MILE NORTHEAST OF HUNTSVILLE, GO NORTHEAST AND EAST ON STATE GF0860'HIGHWAY 68 FOR 2.7 MILES TO A BRIDGE OVER WAR EAGLE CREEK. GF0860'CONTINUE EAST ON STATE HIGHWAY 68 FOR 1.2 MILES TO THE JUNCTION GF0860'WITH STATE HIGHWAY 127 ON THE LEFT. TURN LEFT AND GO NORTH ON GF0860'STATE HIGHWAY 127 FOR 0.15 MILE TO A REVERSE FORK ON THE GF0860'LEFT.* CONTINUE NORTHERLY ON STATE HIGHWAY 127 FOR 0.45 GF0860'MILE TO THE STATION ON THE LEFT. GF0860' GF0860'* TO REACH THE BENCH MARK R 143 FROM THIS POINT, TURN SHARP LEFT AND GF0860'GO SOUTHWEST FOR 0.05 MILE TO A CHURCH BUILDING AND THE MARK ON THE GF0860'LEFT. GF0860' GF0860'STATION MARKS ARE STANDARD DISKS, STAMPED ALABAM 1971, THE SURFACE GF0860'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, GF0860'THAT PROJECTS 4 INCHES ABOVE THE GROUND. IT IS 43.0 FEET WEST OF GF0860'THE CENTERLINE OF STATE HIGHWAY 127, 6.2 FEET SOUTH-SOUTHEAST OF A GF0860'WITNESS POST AND 3.0 FEET EAST OF A FENCE. THE UNDERGROUND GF0860'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GF0860'GROUND SURFACE. GF0860' GF0860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALABAM NO 1 1971, SET GF0860'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS GF0860'2 INCHES ABOVE THE GROUND. IT IS 50.8 FEET SOUTH OF THE WITNESS GF0860'POST, 43.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 127, 2.7 GF0860'FEET EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION. GF0860' GF0860'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALABAM NO 2 1971, SET GF0860'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS GF0860'1 INCH ABOVE THE GROUND. IT IS 43.0 FEET WEST OF THE CENTERLINE OF GF0860'STATE HIGHWAY 127, 39.9 FEET NORTH OF THE WITNESS POST, 2.8 FEET GF0860'EAST OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION. GF0860' GF0860'BENCH MARK R 143 IS A STANDARD DISK, STAMPED R 143 1935, SET IN THE GF0860'TOP OF A 4-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GF0860'GROUND SURFACE. IT IS 30.1 FEET SOUTHWEST OF THE NORTHWEST CORNER GF0860'OF THE CHURCH BUILDING, 22.6 FEET WEST OF THE SOUTHWEST CORNER OF GF0860'THE CHURCH BUILDING AND 4.0 FEET NORTHEAST OF A FENCE AROUND A GF0860'CEMETERY. THIS MARK SERVES AS AN AZIMUTH MARK. GF0860' GF0860'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. GF0860 GF0860 STATION RECOVERY (1987) GF0860 GF0860'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0860'RECOVERED IN GOOD CONDITION. GF0860 GF0860 STATION RECOVERY (1988) GF0860 GF0860'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GF0860'RECOVERED IN GOOD CONDITION. GF0860 GF0860 STATION RECOVERY (2005) GF0860 GF0860'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0860'RECOVERED MARK QUICKLY. DID NOT LOCATE ANY ASSOCIATED MARKS AT THIS GF0860'TIME. MARK IS IN EXCELLENT SHAPE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0859 *********************************************************************** GF0859 DESIGNATION - FORUM GF0859 PID - GF0859 GF0859 STATE/COUNTY- AR/MADISON GF0859 USGS QUAD - FORUM (1973) GF0859 GF0859 *CURRENT SURVEY CONTROL GF0859 ___________________________________________________________________ GF0859* NAD 83(1997)- 36 13 47.54612(N) 093 43 13.41972(W) ADJUSTED GF0859* NAVD 88 - 501.8 (meters) 1646. (feet) VERTCON GF0859 ___________________________________________________________________ GF0859 LAPLACE CORR- -0.57 (seconds) DEFLEC99 GF0859 GEOID HEIGHT- -28.01 (meters) GEOID03 GF0859 GF0859 HORZ ORDER - FIRST GF0859 GF0859.The horizontal coordinates were established by classical geodetic methods GF0859.and adjusted by the National Geodetic Survey in September 1999. GF0859 GF0859.The NAVD 88 height was computed by applying the VERTCON shift value to GF0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0859 GF0859.The Laplace correction was computed from DEFLEC99 derived deflections. GF0859 GF0859.The geoid height was determined by GEOID03. GF0859 GF0859; North East Units Scale Factor Converg. GF0859;SPC AR N - 211,763.287 245,342.294 MT 0.99999932 -1 00 03.9 GF0859;UTM 15 - 4,009,685.870 435,261.001 MT 0.99965164 -0 25 32.8 GF0859 GF0859! - Elev Factor x Scale Factor = Combined Factor GF0859!SPC AR N - 0.99992564 x 0.99999932 = 0.99992496 GF0859!UTM 15 - 0.99992564 x 0.99965164 = 0.99957731 GF0859 GF0859: Primary Azimuth Mark Grid Az GF0859:SPC AR N - BRUSH 255 06 33.9 GF0859:UTM 15 - BRUSH 254 32 02.8 GF0859 GF0859|---------------------------------------------------------------------| GF0859| PID Reference Object Distance Geod. Az | GF0859| dddmmss.s | GF0859| CI0917 FORUM RM 1 23.247 METERS 12914 | GF0859| CI0918 FORUM RM 2 20.601 METERS 22041 | GF0859| GF0868 BRUSH APPROX.20.7 KM 2540630.0 | GF0859| CI0915 FORUM AZ MK 2592133.7 | GF0859| GF0873 SWAIN MOUNTAIN LOOKOUT TOWER 2 APPROX. 7.9 KM 3295343.8 | GF0859|---------------------------------------------------------------------| GF0859 GF0859 SUPERSEDED SURVEY CONTROL GF0859 GF0859 NAD 83(1997)- 36 13 47.55747(N) 093 43 13.41997(W) AD( ) 1 GF0859 NAD 83(1986)- 36 13 47.55717(N) 093 43 13.42055(W) AD( ) 1 GF0859 NAD 27 - 36 13 47.29100(N) 093 43 12.72900(W) AD( ) 1 GF0859 NGVD 29 (07/19/86) 501.7 (m) 1646. (f) VERT ANG GF0859 GF0859.Superseded values are not recommended for survey control. GF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0859.See file dsdata.txt to determine how the superseded data were derived. GF0859 GF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3526109686(NAD 83) GF0859_MARKER: DS = TRIANGULATION STATION DISK GF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0859_SP_SET: CONCRETE POST GF0859_STAMPING: FORUM 1940 GF0859_MARK LOGO: CGS GF0859_MAGNETIC: O = OTHER; SEE DESCRIPTION GF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0859+STABILITY: SURFACE MOTION GF0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GF0859+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005 GF0859 GF0859 HISTORY - Date Condition Report By GF0859 HISTORY - 1940 MONUMENTED CGS GF0859 HISTORY - 1940 GOOD CGS GF0859 HISTORY - 1958 GOOD CGS GF0859 HISTORY - 1971 GOOD NGS GF0859 HISTORY - 1987 GOOD USPSQD GF0859 HISTORY - 1988 GOOD USPSQD GF0859 HISTORY - 19921122 GOOD NOS GF0859 HISTORY - 20041006 GOOD GEOCAC GF0859 HISTORY - 20050328 GOOD GEOCAC GF0859 GF0859 STATION DESCRIPTION GF0859 GF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ) GF0859'STATION IS LOCATED ABOUT 3.25 MILES N OF THE TOWN OF FORUM AND GF0859'ABOUT 12 MILES S OF EUREKA SPRINGS, IN THE NW 1/4 OF SEC. 14, GF0859'T 18 N, R 26 W. IT IS ON LAND OCCUPIED BY MR. CLARENCE GUNN. GF0859' GF0859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD GF0859'BRONZE DISKS SET IN CONCRETE. GF0859' GF0859'THE STATION MARK IS STAMPED FORUM 1940 AND PROJECTS 6 INCHES. GF0859'IT IS 25 FEET W OF A 16-INCH OAK TREE, 26 FEET S OF A 16-INCH GF0859'OAK TREE, 72 FEET N OF A TRIANGLE BLAZED 18-INCH OAK TREE GF0859'103 FEET N OF THE CENTER OF A GRAVEL ROAD. GF0859' GF0859'REFERENCE MARK NO. 1 IS STAMPED FORUM NO. 1 1940, AND PROJECTS GF0859'6 INCHES. IT IS 8 FEET W OF A 12-INCH OAK TREE, 27 FEET E GF0859'OF A TRIANGLE BLAZED 18-INCH OAK TREE AND 36 FEET N OF THE GF0859'CENTER OF A GRAVEL ROAD. GF0859' GF0859'REFERENCE MARK NO. 2 IS STAMPED FORUM NO 2 1940, AND PROJECTS GF0859'4 INCHES. IT IS 13 FEET E OF A 16-INCH OAK TREE, 14 FEET N GF0859'OF A 10-INCH OAK TREE AND 7 FEET S OF A 6-INCH OAK TREE. GF0859' GF0859'THE AZIMUTH MARK IS STAMPED FORUM 1940 AND PROJECTS 6 INCHES. GF0859'IT IS 24 FEET E OF THE CENTER OF STATE HIGHWAY 23 AND 3 FEET GF0859'W OF A WIRE FENCE. GF0859' GF0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND GF0859'STATE HIGHWAY 23, 1 MILE S OF EUREKA SPRINGS, GO S ON STATE GF0859'HIGHWAY 23 FOR 14.7 MILES TO THE AZIMUTH MARK ON THE LEFT. GF0859'E SIDE OF THE HIGHWAY, CONTINUE 0.1 MILE TO A FORK TO THE LEFT, GF0859'TURN LEFT AND FOLLOW NARROW ROAD FOR 0.15 MILE TO A GRAVEL GF0859'CROSS ROAD, TURN LEFT, N, AND GO 0.05 MILE TO A TRIANGLE GF0859'BLAZED OAK TREE AND STATION ON THE LEFT, W SIDE OF THE ROAD. GF0859' GF0859'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS. GF0859 GF0859 STATION RECOVERY (1940) GF0859 GF0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 GF0859'RECOVERED IN GOOD CONDITION. GF0859 GF0859 STATION RECOVERY (1958) GF0859 GF0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG) GF0859'STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION. GF0859'THE AZIMUTH MARK WAS RESET AT THIS DATE AT THE REQUEST OF THE GF0859'ARKANSAS STATE HIGHWAY DEPARTMENT. THE AZIMUTH MARK WAS MOVED GF0859'ACROSS THE HIGHWAY, AWAY FROM AND IN LINE WITH THE OLD AZIMUTH GF0859'MARK AND THE STATION. THE 1940 DESCRIPTION OF THE STATION GF0859'IS ADEQUATE WITH A NEW DESCRIPTION OF THE AZIMUTH MARK AND GF0859'THE DESCRIPTION TO REACH THE STATION WHICH FOLLOWS- GF0859' GF0859'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION IN THE GF0859'MIDDLE OF A LONG GRADE ON THE HIGHWAY, 395 FEET SOUTHEAST OF THE GF0859'CENTER OF A SIDE ROAD LEADING WEST TO A GREEN PAINTED HOUSE, GF0859'350 FEET NORTHWEST OF A SIDE ROAD LEADING EAST, 87 FEET GF0859'NORTHWEST OF A 24-INCH CONCRETE CULVERT, 40 FEET SOUTHWEST OF THE GF0859'CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE LINE. GF0859'IT IS A STANDARD DISK, STAMPED FORUM 1940 RESET 1958, SET IN GF0859'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES. GF0859' GF0859'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND GF0859'STATE HIGHWAY 23, WHICH IS ABOUT 1.0 MILE SOUTH EAST OF EUREKA GF0859'SPRINGS, GO SOUTH ON STATE HIGHWAY 23 FOR 14.3 MILES TO THE GF0859'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR ABOUT 0.05 MILE TO A GF0859'FORK, TAKE LEFT FORK, DIRT ROAD, AND GO 0.15 MILE TO A T GF0859'JUNCTION WITH A GRAVELED ROAD, TURN LEFT, AND GO ABOUT 150 YARDS GF0859'TO THE MARK ON THE LEFT IN THE WOODS. GF0859 GF0859 STATION RECOVERY (1971) GF0859 GF0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0859'THE STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE GF0859'RECOVERED AND FOUND IN GOOD CONDITION. A LOOKOUT TOWER HAS BEEN GF0859'ERECTED DIRECTLY OVER THE STATION MARK SO REFERENCE MARK 3 GF0859'WAS ESTABLISHED AND OCCUPIED AT THIS TIME. THE STATION MARK WAS GF0859'NOT OCCUPIED DUE TO THE TOWER STEPS BEING DIRECTLY ABOVE MARK. GF0859'THE DISTANCE TO REFERENCE MARK 1 WAS MEASURED .007 METER GF0859'SHORTER. REFERENCE MARK 2 IS OBSTRUCTED BY THE HOUSE. THE GF0859'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO TREES AND GF0859'BRUSH. DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. GF0859' GF0859'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF HUNTSVILLE, 9 MILES GF0859'SOUTH AND 8-1/2 MILES WEST OF BERRYVILLE, 6 MILES NORTH AND 7 MILES GF0859'EAST OF HINDSVILLE, IN THE NORTHWEST 1/4 OF SECTION 14, R 26 W, T GF0859'18 N, AND ON PROPERTY OWNED BY THE U. S. FISH AND WILDLIFE GF0859'SERVICE. GF0859' GF0859'TO REACH THE STATION FROM THE POST OFFICE IN FORUM, GO NORTH ON GF0859'STATE HIGHWAY 23 FOR 1.55 MILES TO A CHURCH ON THE RIGHT. CONTINUE GF0859'AHEAD ON STATE HIGHWAY 23 FOR 2.0 MILES TO A SIDE GRAVELED ROAD GF0859'ON RIGHT AND SIGN MADISON COUNTY WILDLIFE AREA. (TO REACH THE GF0859'AZIMUTH MARK FROM HERE, CONTINUE NORTHERLY ON STATE HIGHWAY 23 GF0859'FOR 0.25 MILE TO THE MARK ON LEFT.) TURN RIGHT AND GO NORTHERLY GF0859'ON GRAVELED ROAD FOR 0.2 MILE TO A HOUSE, LOOKOUT TOWER AND GF0859'STATION ON LEFT. GF0859' GF0859'STATION MARKS ARE STANDARD DISKS STAMPED FORUM 1940. THE SURFACE GF0859'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT GF0859'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT IS LOCATED DIRECTLY GF0859'UNDER THE CENTER OF THE LOOKOUT TOWER. GF0859' GF0859'REFERENCE MARK 1, A STANDARD DISK STAMPED FORUM NO 1 1940, IS SET GF0859'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS GF0859'2 INCHES ABOVE THE GROUND SURFACE. IT IS 44 FEET NORTHWEST OF THE GF0859'CENTER OF THE GRAVELED ROAD, 43.4 FEET SOUTHEAST OF THE NORTHEAST GF0859'CORNER OF THE HOUSE, 38.8 FEET EAST OF THE SOUTHEAST CORNER OF GF0859'THE HOUSE AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE GF0859'STATION. GF0859' GF0859'REFERENCE MARK 2, A STANDARD DISK STAMPED FORUM NO 2 1940, IS SET GF0859'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 GF0859'INCHES ABOVE THE GROUND SURFACE. IT IS 27 FEET SOUTHWEST OF THE GF0859'NORTHWEST CORNER OF THE HOUSE, 18.4 FEET WEST-NORTHWEST OF THE GF0859'SOUTHWEST CORNER OF THE HOUSE, AND ABOUT THE SAME ELEVATION AS GF0859'THE STATION. GF0859' GF0859'REFERENCE MARK 3, A STANDARD DISK STAMPED FORUM 1940 NO 3 1971, IS GF0859'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS GF0859'SET FLUSH WITH THE GROUND SURFACE. IT IS 91.7 FEET EAST OF THE GF0859'CENTER OF THE LOOKOUT TOWER, 87.4 FEET NORTHEAST OF THE SOUTHEAST GF0859'CORNER OF THE HOUSE, 75 FEET EAST-NORTHEAST OF THE NORTHEAST GF0859'CORNER OF THE HOUSE, 60 FEET NORTHWEST OF THE CENTER OF THE GF0859'GRAVELED ROAD AND THE MARK IS ABOUT 1 FOOT LOWER IN ELEVATION GF0859'THAN THE STATION. THE UNDERGROUND DISK IS STAMPED FORUM 1940 NO GF0859'3 1971, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE GF0859'THAT IS 36-INCHES BELOW THE GROUND SURFACE. GF0859' GF0859'AZIMUTH MARK, A STANDARD DISK STAMPED FORUM 1940 RESET 1958, IS SET GF0859'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS GF0859'3 INCHES ABOVE THE GROUND SURFACE. IT IS 40 FEET SOUTHWEST OF GF0859'THE CENTER OF STATE HIGHWAY 23, 13 FEET SOUTHEAST OF A TELEPHONE GF0859'LINE POLE AND 1.9 FEET NORTHWEST OF A METAL WITNESS POST AND THE GF0859'FENCE. GF0859' GF0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES NORTH GF0859'OF FORUM. GF0859' GF0859'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 M. GF0859 GF0859 STATION RECOVERY (1987) GF0859 GF0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0859'RECOVERED IN GOOD CONDITION. GF0859 GF0859 STATION RECOVERY (1988) GF0859 GF0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GF0859'RECOVERED IN GOOD CONDITION. GF0859 GF0859 STATION RECOVERY (1992) GF0859 GF0859'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 GF0859'RECOVERED IN GOOD CONDITION. GF0859 GF0859 STATION RECOVERY (2004) GF0859 GF0859'RECOVERY NOTE BY GEOCACHING 2004 (CB) GF0859'STATION,REFERENCE MARK 1 AND 2 RECOVERED,AZIMUTH WAS NOT FOUND THIS GF0859'DATE. GF0859 GF0859 STATION RECOVERY (2005) GF0859 GF0859'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0859'MARK IS IN GOOD SHAPE. REFERENCE STATIONS WERE NOT RECOVERED AT THIS GF0859'TIME. STATION IS LOCATED BEHIND A LOCKED GATE DUE NORTH OF AN OLD GF0859'HOME ON THE PROPERTY OF THE ARKANSAS GAME AND FISH COMMISSION. GF0859'REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 FG1966 *********************************************************************** FG1966 DESIGNATION - H 51 RESET FG1966 PID - FG1966 FG1966 STATE/COUNTY- AR/MADISON FG1966 USGS QUAD - WITTER (1973) FG1966 FG1966 *CURRENT SURVEY CONTROL FG1966 ___________________________________________________________________ FG1966* NAD 83(1986)- 35 59 42. (N) 093 42 08. (W) SCALED FG1966* NAVD 88 - 418.52 (meters) 1373.1 (feet) RESET FG1966 ___________________________________________________________________ FG1966 GEOID HEIGHT- -27.86 (meters) GEOID03 FG1966 FG1966 VERT ORDER - THIRD FG1966 FG1966.The horizontal coordinates were scaled from a topographic map and have FG1966.an estimated accuracy of +/- 6 seconds. FG1966 FG1966.The orthometric height was computed from unverified reset data. FG1966 FG1966.The geoid height was determined by GEOID03. FG1966 FG1966; North East Units Estimated Accuracy FG1966;SPC AR N - 185,680. 246,530. MT (+/- 180 meters Scaled) FG1966 FG1966 SUPERSEDED SURVEY CONTROL FG1966 FG1966 NGVD 29 (08/21/02) 418.39 (m) 1372.7 (f) RESET 3 FG1966 FG1966.Superseded values are not recommended for survey control. FG1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1966.See file dsdata.txt to determine how the superseded data were derived. FG1966 FG1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367836(NAD 83) FG1966_MARKER: DV = VERTICAL CONTROL DISK FG1966_SETTING: 37 = SET IN A MASSIVE RETAINING WALL FG1966_SP_SET: PARAPET WALL FG1966_STAMPING: H 51 RESET 1992 FG1966_MARK LOGO: NGS FG1966_MAGNETIC: N = NO MAGNETIC MATERIAL FG1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1966+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 FG1966 FG1966 HISTORY - Date Condition Report By FG1966 HISTORY - 1992 MONUMENTED ARHD FG1966 HISTORY - 20050320 GOOD GEOCAC FG1966 FG1966 STATION DESCRIPTION FG1966 FG1966'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1992 FG1966'4.2 MILES (6.8 KM) NORTH ALONG STATE HIGHWAY 23 FROM THE SCHOOL IN FG1966'WITTER, 700 FEET (213.4 M) SOUTHWEST OF THE POST OFFICE IN AURORA, AT FG1966'THE BRIDGE OVER HENDERSON CREEK, IN THE SOUTHWEST CORNER OF THE FG1966'BRIDGE OVER HENDERSON CREEK AND 19 FEET (5.8 M) SOUTH OF THE FG1966'CENTERLINE OF HIGHWAY 23, NEW MARK IS SET 16 FEET (4.9 M) EAST AND 13 FG1966'FEET (4.0 M) SOUTH FROM THE OLD DISC. FG1966 FG1966 STATION RECOVERY (2005) FG1966 FG1966'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) FG1966'ON SIDE OF BRIDGE AS DESCRIBED. HOWEVER, THE POST OFFICE IN AURORA FG1966'(WHICH IS MENTIONED IN THE DESCRIPTION) NO LONGER EXISTS AS A WORKING FG1966'BUILDING. ONE CAN OBSERVE THE JUNCTION OF ARKANSAS HIGHWAY 23 AND 127 FG1966'A LITTLE NORTH OF THIS LOCATION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0818 *********************************************************************** GF0818 DESIGNATION - KINGS GF0818 PID - GF0818 GF0818 STATE/COUNTY- AR/MADISON GF0818 USGS QUAD - OSAGE SW (1975) GF0818 GF0818 *CURRENT SURVEY CONTROL GF0818 ___________________________________________________________________ GF0818* NAD 83(1997)- 36 01 07.11511(N) 093 27 08.58918(W) ADJUSTED GF0818* NAVD 88 - 655.6 (meters) 2151. (feet) VERTCON GF0818 ___________________________________________________________________ GF0818 LAPLACE CORR- 0.00 (seconds) DEFLEC99 GF0818 GEOID HEIGHT- -27.87 (meters) GEOID03 GF0818 GF0818 HORZ ORDER - SECOND GF0818 GF0818.The horizontal coordinates were established by classical geodetic methods GF0818.and adjusted by the National Geodetic Survey in September 1999. GF0818 GF0818.The NAVD 88 height was computed by applying the VERTCON shift value to GF0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0818 GF0818.The Laplace correction was computed from DEFLEC99 derived deflections. GF0818 GF0818.The geoid height was determined by GEOID03. GF0818 GF0818; North East Units Scale Factor Converg. GF0818;SPC AR N - 187,939.659 269,087.743 MT 0.99996460 -0 50 42.5 GF0818;UTM 15 - 3,986,110.880 459,237.003 MT 0.99962047 -0 15 57.7 GF0818 GF0818! - Elev Factor x Scale Factor = Combined Factor GF0818!SPC AR N - 0.99990149 x 0.99996460 = 0.99986609 GF0818!UTM 15 - 0.99990149 x 0.99962047 = 0.99952200 GF0818 GF0818: Primary Azimuth Mark Grid Az GF0818:SPC AR N - KINGS AZ MK 278 47 21.7 GF0818:UTM 15 - KINGS AZ MK 278 12 36.9 GF0818 GF0818|---------------------------------------------------------------------| GF0818| PID Reference Object Distance Geod. Az | GF0818| dddmmss.s | GF0818| CI1821 KINGS RM 1 9.396 METERS 09223 | GF0818| CI1820 KINGS AZ MK 2775639.2 | GF0818| GF0819 KINGS RM 2 13.483 METERS 28917 | GF0818|---------------------------------------------------------------------| GF0818 GF0818 SUPERSEDED SURVEY CONTROL GF0818 GF0818 NAD 83(1997)- 36 01 07.12628(N) 093 27 08.59021(W) AD( ) 2 GF0818 NAD 83(1986)- 36 01 07.12577(N) 093 27 08.59360(W) AD( ) 2 GF0818 NAD 27 - 36 01 06.84965(N) 093 27 07.92906(W) AD( ) 2 GF0818 NGVD 29 (07/19/86) 655.5 (m) 2151. (f) VERT ANG GF0818 GF0818.Superseded values are not recommended for survey control. GF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0818.See file dsdata.txt to determine how the superseded data were derived. GF0818 GF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5923786111(NAD 83) GF0818_MARKER: DS = TRIANGULATION STATION DISK GF0818_SETTING: 66 = SET IN ROCK OUTCROP GF0818 GF0818 HISTORY - Date Condition Report By GF0818 HISTORY - 1971 MONUMENTED NGS GF0818 HISTORY - 20050716 MARK NOT FOUND GEOCAC GF0818 GF0818 STATION DESCRIPTION GF0818 GF0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0818'THE STATION IS ABOUT 3 MILES NORTH AND 3 MILES WEST OF BOXLEY, 2 GF0818'MILES SOUTH AND 3-3/4 MILES EAST OF KINGSTON, IN SECTION 30, T. 16 GF0818'N., R. 23 W., ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23. GF0818' GF0818'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTHEAST GF0818'ON STATE HIGHWAY 21 FOR 1.8 MILES TO A CONCRETE BRIDGE OVER A CREEK. GF0818'CONTINUE SOUTHEAST ON HIGHWAY 21 FOR 2.65 MILES TO THE AZIMUTH MARK GF0818'ON THE RIGHT. CONTINUE SOUTHEAST ON HIGHWAY 21 FOR 0.25 MILE TO GF0818'THE STATION ON THE LEFT. GF0818' GF0818'STATION MARK IS A STANDARD DISK, STAMPED KINGS 1971, CEMENTED IN A GF0818'DRILL HOLE IN A 2 X 5 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE GF0818'GROUND SURFACE. IT IS 40.0 FEET NORTH OF THE CENTERLINE OF STATE GF0818'HIGHWAY 21, 17.7 FEET SOUTHEAST OF A 12-INCH WALNUT TREE WITH A GF0818'TRIANGLE BLAZE AND 11.7 FEET SOUTH OF A WITNESS POST SET IN A GF0818'FENCE LINE. GF0818' GF0818'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KINGS NO 1 1971, GF0818'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GF0818'GROUND SURFACE. IT IS 44.0 FEET NORTH OF THE CENTERLINE OF STATE GF0818'HIGHWAY 21, 31.3 FEET EAST OF THE WITNESS POST, 7.0 FEET SOUTH OF GF0818'A FENCE AND ABOUT 2 FEET LOWER THAN THE STATION. GF0818' GF0818'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINGS NO 2 1971, GF0818'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GF0818'GROUND SURFACE. IT IS 47.0 FEET NORTH OF THE CENTERLINE OF STATE GF0818'HIGHWAY 21, 44.0 FEET WEST OF THE WITNESS POST, 27.4 FEET WEST OF GF0818'THE 12 INCH WALNUT TREE WITH THE TRIANGLE BLAZE, 4.0 FEET SOUTH OF GF0818'THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION. GF0818' GF0818'AZIMUTH MARK IS A STANDARD DISK, STAMPED KINGS 1971, CEMENTED IN A GF0818'DRILL HOLE IN A 4 X 5 FOOT BOULDER, THAT PROJECTS 10 INCHES ABOVE GF0818'THE GROUND. IT IS 54.0 FEET SOUTH OF THE CENTERLINE OF STATE GF0818'HIGHWAY 21 AND 3.6 FEET NORTH OF A WITNESS POST. GF0818 GF0818 STATION RECOVERY (2005) GF0818 GF0818'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0818'WITNESS POST INTACT. VEGETATION WAS EXTREMELY HIGH. WILL TRY AGAIN GF0818'WITH METAL DETECTOR AND GARDENING TOOLS. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0819 *********************************************************************** GF0819 DESIGNATION - KINGS RM 2 GF0819 PID - GF0819 GF0819 STATE/COUNTY- AR/MADISON GF0819 USGS QUAD - OSAGE SW (1975) GF0819 GF0819 *CURRENT SURVEY CONTROL GF0819 ___________________________________________________________________ GF0819* NAD 83(1997)- 36 01 07.25958(N) 093 27 09.09743(W) ADJUSTED GF0819* NAVD 88 - 654.9 (meters) 2149. (feet) VERTCON GF0819 ___________________________________________________________________ GF0819 LAPLACE CORR- 0.00 (seconds) DEFLEC99 GF0819 GEOID HEIGHT- -27.87 (meters) GEOID03 GF0819 GF0819 HORZ ORDER - SECOND GF0819 GF0819.The horizontal coordinates were established by classical geodetic methods GF0819.and adjusted by the National Geodetic Survey in September 1999. GF0819 GF0819.The NAVD 88 height was computed by applying the VERTCON shift value to GF0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0819 GF0819.The Laplace correction was computed from DEFLEC99 derived deflections. GF0819 GF0819.The geoid height was determined by GEOID03. GF0819 GF0819; North East Units Scale Factor Converg. GF0819;SPC AR N - 187,944.299 269,075.084 MT 0.99996461 -0 50 42.8 GF0819;UTM 15 - 3,986,115.390 459,224.302 MT 0.99962049 -0 15 58.0 GF0819 GF0819! - Elev Factor x Scale Factor = Combined Factor GF0819!SPC AR N - 0.99990160 x 0.99996461 = 0.99986621 GF0819!UTM 15 - 0.99990160 x 0.99962049 = 0.99952213 GF0819 GF0819: Primary Azimuth Mark Grid Az GF0819:SPC AR N - LUCKIE 349 41 46.3 GF0819:UTM 15 - LUCKIE 349 07 01.5 GF0819 GF0819|---------------------------------------------------------------------| GF0819| PID Reference Object Distance Geod. Az | GF0819| dddmmss.s | GF0819| GF0818 KINGS 13.483 METERS 10917 | GF0819| GF0820 LUCKIE APPROX. 5.7 KM 3485103.5 | GF0819|---------------------------------------------------------------------| GF0819 GF0819 SUPERSEDED SURVEY CONTROL GF0819 GF0819 NAD 83(1997)- 36 01 07.27076(N) 093 27 09.09847(W) AD( ) 2 GF0819 NAD 83(1986)- 36 01 07.27027(N) 093 27 09.10193(W) AD( ) 2 GF0819 NAD 27 - 36 01 06.99413(N) 093 27 08.43730(W) AD( ) 2 GF0819 NGVD 29 (07/19/86) 654.8 (m) 2148. (f) VERT ANG GF0819 GF0819.Superseded values are not recommended for survey control. GF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0819.See file dsdata.txt to determine how the superseded data were derived. GF0819 GF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5922486115(NAD 83) GF0819_MARKER: DS = TRIANGULATION STATION DISK GF0819_SETTING: 66 = SET IN ROCK OUTCROP GF0819_SP_SET: IN DRILL HOLE IN ROCK OUTCROP GF0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GF0819+STABILITY: POSITION/ELEVATION WELL GF0819 GF0819 HISTORY - Date Condition Report By GF0819 HISTORY - 1971 MONUMENTED NGS GF0819 HISTORY - 20050716 MARK NOT FOUND GEOCAC GF0819 GF0819 STATION DESCRIPTION GF0819 GF0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0819'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINGS NO 2 1971, GF0819'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GF0819'GROUND SURFACE. IT IS 47.0 FEET NORTH OF THE CENTERLINE OF STATE GF0819'HIGHWAY 21, 44.0 FEET WEST OF THE WITNESS POST, 27.4 FEET WEST OF GF0819'THE 12 INCH WALNUT TREE WITH THE TRIANGLE BLAZE, 4.0 FEET SOUTH OF GF0819'THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION. GF0819 GF0819 STATION RECOVERY (2005) GF0819 GF0819'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0819'WITNESS POST INTACT. VEGETATION WAS EXTREMELY HIGH. WILL TRY AGAIN GF0819'WITH METAL DETECTOR AND GARDENING TOOLS. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0850 *********************************************************************** GF0850 DESIGNATION - MARBLE GF0850 PID - GF0850 GF0850 STATE/COUNTY- AR/MADISON GF0850 USGS QUAD - MARBLE (1973) GF0850 GF0850 *CURRENT SURVEY CONTROL GF0850 ___________________________________________________________________ GF0850* NAD 83(1997)- 36 07 55.39425(N) 093 33 04.36646(W) ADJUSTED GF0850* NAVD 88 - 437.7 (meters) 1436. (feet) VERTCON GF0850 ___________________________________________________________________ GF0850 LAPLACE CORR- 0.53 (seconds) DEFLEC99 GF0850 GEOID HEIGHT- -27.95 (meters) GEOID03 GF0850 GF0850 HORZ ORDER - SECOND GF0850 GF0850.The horizontal coordinates were established by classical geodetic methods GF0850.and adjusted by the National Geodetic Survey in September 1999. GF0850 GF0850.The NAVD 88 height was computed by applying the VERTCON shift value to GF0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0850 GF0850.The Laplace correction was computed from DEFLEC99 derived deflections. GF0850 GF0850.The geoid height was determined by GEOID03. GF0850 GF0850; North East Units Scale Factor Converg. GF0850;SPC AR N - 200,657.736 260,378.823 MT 0.99998155 -0 54 09.5 GF0850;UTM 15 - 3,998,736.005 450,403.212 MT 0.99963031 -0 19 30.1 GF0850 GF0850! - Elev Factor x Scale Factor = Combined Factor GF0850!SPC AR N - 0.99993569 x 0.99998155 = 0.99991724 GF0850!UTM 15 - 0.99993569 x 0.99963031 = 0.99956603 GF0850 GF0850: Primary Azimuth Mark Grid Az GF0850:SPC AR N - MARBLE AZ MK 282 22 19.4 GF0850:UTM 15 - MARBLE AZ MK 281 47 40.0 GF0850 GF0850|---------------------------------------------------------------------| GF0850| PID Reference Object Distance Geod. Az | GF0850| dddmmss.s | GF0850| GF0849 MARBLE RM 1 7.935 METERS 04214 | GF0850| CI2440 MARBLE RM 2 12.944 METERS 18424 | GF0850| CI2438 MARBLE AZ MK 2812809.9 | GF0850|---------------------------------------------------------------------| GF0850 GF0850 SUPERSEDED SURVEY CONTROL GF0850 GF0850 NAD 83(1997)- 36 07 55.40548(N) 093 33 04.36679(W) AD( ) 2 GF0850 NAD 83(1986)- 36 07 55.40500(N) 093 33 04.36826(W) AD( ) 2 GF0850 NAD 27 - 36 07 55.13762(N) 093 33 03.69361(W) AD( ) 2 GF0850 NGVD 29 (07/19/86) 437.6 (m) 1436. (f) VERT ANG GF0850 GF0850.Superseded values are not recommended for survey control. GF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0850.See file dsdata.txt to determine how the superseded data were derived. GF0850 GF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040398736(NAD 83) GF0850_MARKER: DS = TRIANGULATION STATION DISK GF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT GF0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0850+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005 GF0850 GF0850 HISTORY - Date Condition Report By GF0850 HISTORY - 1971 MONUMENTED NGS GF0850 HISTORY - 1987 GOOD USPSQD GF0850 HISTORY - 1988 GOOD USPSQD GF0850 HISTORY - 20050716 GOOD GEOCAC GF0850 GF0850 STATION DESCRIPTION GF0850 GF0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0850'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 10 MILES EAST OF GF0850'HUNTSVILLE, 6 MILES NORTH AND 2 MILES WEST OF KINGSTON, 1/2 MILE GF0850'SOUTH AND 2 MILES EAST OF MARBLE, BETWEEN SECTIONS 16 AND 17, R 24 W. GF0850'T 17 N AND ON PROPERTY OWNED BY THE ARKANSAS STATE HIGHWAY GF0850'DEPARTMENT. GF0850' GF0850'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN MARBLE, GO GF0850'EASTERLY ON STATE HIGHWAY 68 FOR 1.15 MILES TO A HOUSE ON LEFT AND GF0850'THE AZIMUTH MARK ON LEFT AS DESCRIBED. CONTINUE AHEAD EASTERLY ON GF0850'STATE HIGHWAY 68 FOR 1.0 MILE TO THE JUNCTION ON STATE HIGHWAY 21. GF0850'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 21 FOR 0.25 MILE TO THE GF0850'STATION ON RIGHT AS DESCRIBED. GF0850' GF0850'STATION MARKS ARE STANDARD DISKS STAMPED MARBLE 1971. THE SURFACE GF0850'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT GF0850'THAT IS SET 2-INCHES BELOW THE GROUND SURFACE. IT IS 46 FEET WEST GF0850'OF THE CENTER OF STATE HIGHWAY 21, 4.5 FEET SOUTHEAST OF A METAL GF0850'WITNESS POST, 3 FEET EAST OF A WIRE FENCE AND THE MARK IS ABOUT 8 GF0850'FEET HIGHER IN ELEVATION THAN THE HIGHWAY SURFACE. THE UNDERGROUND GF0850'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 32 INCHES GF0850'BELOW THE GROUND SURFACE. GF0850' GF0850'REFERENCE MARK 1, A STANDARD DISK STAMPED MARBLE NO 1 1971, IS SET GF0850'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET GF0850'FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET WEST OF THE CENTER OF GF0850'STATE HIGHWAY 21, 25.3 FEET NORTHEAST OF THE METAL WITNESS POST, GF0850'19.3 FEET EAST OF THE WIRE FENCE AND THE MARK IS ABOUT THE SAME GF0850'ELEVATION AS THE STATION. GF0850' GF0850'REFERENCE MARK 2, A STANDARD DISK STAMPED MARBLE NO 2 1971, IS SET GF0850'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET GF0850'FLUSH WITH THE GROUND SURFACE. IT IS 47 FEET WEST OF THE CENTER OF GF0850'STATE HIGHWAY 21, 46.3 FEET SOUTH OF THE METAL WITNESS POST, 1.5 GF0850'FEET EAST OF THE WIRE FENCE AND 1.5 FEET HIGHER IN ELEVATION THAN GF0850'STATION. GF0850' GF0850'AZIMUTH MARK, A STANDARD DISK STAMPED MARBLE 1971, IS CEMENTED IN A GF0850'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 FEET. IT IS 110 FEET GF0850'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 91.1 FEET SOUTH OF GF0850'THE SOUTHEAST CORNER OF THE HOUSE, 27 FEET NORTH OF THE CENTER OF GF0850'STATE HIGHWAY 68 AND 3.3 FEET NORTH OF A METAL WITNESS POST. GF0850' GF0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. GF0850 GF0850 STATION RECOVERY (1987) GF0850 GF0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0850'RECOVERED IN GOOD CONDITION. GF0850 GF0850 STATION RECOVERY (1988) GF0850 GF0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GF0850'RECOVERED IN GOOD CONDITION. GF0850 GF0850 STATION RECOVERY (2005) GF0850 GF0850'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0850'WITNESS POST INTACT. VEGETATION WAS EXTREMELY HIGH. WAS ABLE TO GF0850'LOCATE AFTER A FEW MINUTES OF SEARCHING. TWO WITNESS POSTS ARE GF0850'EVIDENT...ONE STATE AND ONE FEDERAL. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0849 *********************************************************************** GF0849 DESIGNATION - MARBLE RM 1 GF0849 PID - GF0849 GF0849 STATE/COUNTY- AR/MADISON GF0849 USGS QUAD - MARBLE (1973) GF0849 GF0849 *CURRENT SURVEY CONTROL GF0849 ___________________________________________________________________ GF0849* NAD 83(1997)- 36 07 55.58484(N) 093 33 04.15312(W) ADJUSTED GF0849* NAVD 88 - 437.7 (meters) 1436. (feet) VERTCON GF0849 ___________________________________________________________________ GF0849 LAPLACE CORR- 0.53 (seconds) DEFLEC99 GF0849 GEOID HEIGHT- -27.95 (meters) GEOID03 GF0849 GF0849 HORZ ORDER - SECOND GF0849 GF0849.The horizontal coordinates were established by classical geodetic methods GF0849.and adjusted by the National Geodetic Survey in September 1999. GF0849 GF0849.The NAVD 88 height was computed by applying the VERTCON shift value to GF0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0849 GF0849.The Laplace correction was computed from DEFLEC99 derived deflections. GF0849 GF0849.The geoid height was determined by GEOID03. GF0849 GF0849; North East Units Scale Factor Converg. GF0849;SPC AR N - 200,663.525 260,384.249 MT 0.99998156 -0 54 09.4 GF0849;UTM 15 - 3,998,741.847 450,408.578 MT 0.99963030 -0 19 30.0 GF0849 GF0849! - Elev Factor x Scale Factor = Combined Factor GF0849!SPC AR N - 0.99993569 x 0.99998156 = 0.99991725 GF0849!UTM 15 - 0.99993569 x 0.99963030 = 0.99956602 GF0849 GF0849: Primary Azimuth Mark Grid Az GF0849:SPC AR N - CLOUD 265 18 08.6 GF0849:UTM 15 - CLOUD 264 43 29.2 GF0849 GF0849|---------------------------------------------------------------------| GF0849| PID Reference Object Distance Geod. Az | GF0849| dddmmss.s | GF0849| GF0850 MARBLE 7.935 METERS 22214 | GF0849| GF0853 CLOUD APPROX. 8.1 KM 2642359.2 | GF0849|---------------------------------------------------------------------| GF0849 GF0849 SUPERSEDED SURVEY CONTROL GF0849 GF0849 NAD 83(1997)- 36 07 55.59607(N) 093 33 04.15345(W) AD( ) 2 GF0849 NAD 83(1986)- 36 07 55.59560(N) 093 33 04.15491(W) AD( ) 2 GF0849 NAD 27 - 36 07 55.32821(N) 093 33 03.48027(W) AD( ) 2 GF0849 NGVD 29 (07/19/86) 437.6 (m) 1436. (f) VERT ANG GF0849 GF0849.Superseded values are not recommended for survey control. GF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0849.See file dsdata.txt to determine how the superseded data were derived. GF0849 GF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040998742(NAD 83) GF0849_MARKER: DS = TRIANGULATION STATION DISK GF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT GF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0849+STABILITY: SURFACE MOTION GF0849 GF0849 HISTORY - Date Condition Report By GF0849 HISTORY - 1971 MONUMENTED NGS GF0849 HISTORY - 20050716 MARK NOT FOUND GEOCAC GF0849 GF0849 STATION DESCRIPTION GF0849 GF0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC) GF0849'REFERENCE MARK 1, A STANDARD DISK STAMPED MARBLE NO 1 1971, IS SET GF0849'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET GF0849'FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET WEST OF THE CENTER OF GF0849'STATE HIGHWAY 21, 25.3 FEET NORTHEAST OF THE METAL WITNESS POST, GF0849'19.3 FEET EAST OF THE WIRE FENCE AND THE MARK IS ABOUT THE SAME GF0849'ELEVATION AS THE STATION. GF0849 GF0849 STATION RECOVERY (2005) GF0849 GF0849'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0849'WITNESS POST INTACT. VEGETATION WAS EXTREMELY HIGH. WILL TRY AGAIN GF0849'WITH METAL DETECTOR AND GARDENING TOOLS. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0482 *********************************************************************** GF0482 DESIGNATION - R 51 GF0482 PID - GF0482 GF0482 STATE/COUNTY- AR/MADISON GF0482 USGS QUAD - FORUM (1973) GF0482 GF0482 *CURRENT SURVEY CONTROL GF0482 ___________________________________________________________________ GF0482* NAD 83(1986)- 36 08 52. (N) 093 44 16. (W) SCALED GF0482* NAVD 88 - 392.859 (meters) 1288.90 (feet) ADJUSTED GF0482 ___________________________________________________________________ GF0482 GEOID HEIGHT- -27.95 (meters) GEOID03 GF0482 DYNAMIC HT - 392.503 (meters) 1287.74 (feet) COMP GF0482 MODELED GRAV- 979,714.8 (mgal) NAVD 88 GF0482 GF0482 VERT ORDER - SECOND CLASS 0 GF0482 GF0482.The horizontal coordinates were scaled from a topographic map and have GF0482.an estimated accuracy of +/- 6 seconds. GF0482 GF0482.The orthometric height was determined by differential leveling GF0482.and adjusted by the National Geodetic Survey in June 1991. GF0482 GF0482.The geoid height was determined by GEOID03. GF0482 GF0482.The dynamic height is computed by dividing the NAVD 88 GF0482.geopotential number by the normal gravity value computed on the GF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0482.degrees latitude (g = 980.6199 gals.). GF0482 GF0482.The modeled gravity was interpolated from observed gravity values. GF0482 GF0482; North East Units Estimated Accuracy GF0482;SPC AR N - 202,680. 243,620. MT (+/- 180 meters Scaled) GF0482 GF0482 SUPERSEDED SURVEY CONTROL GF0482 GF0482 NGVD 29 (??/??/92) 392.724 (m) 1288.46 (f) ADJ UNCH 2 0 GF0482 GF0482.Superseded values are not recommended for survey control. GF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0482.See file dsdata.txt to determine how the superseded data were derived. GF0482 GF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA336005(NAD 83) GF0482_MARKER: DB = BENCH MARK DISK GF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT GF0482_STAMPING: R 51 1934 GF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0482+STABILITY: SURFACE MOTION GF0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0482+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 GF0482 GF0482 HISTORY - Date Condition Report By GF0482 HISTORY - 1934 MONUMENTED CGS GF0482 HISTORY - 1987 GOOD USPSQD GF0482 HISTORY - 1988 GOOD USPSQD GF0482 HISTORY - 1989 GOOD USPSQD GF0482 HISTORY - 20050402 GOOD GEOCAC GF0482 HISTORY - 20050707 GOOD GEOCAC GF0482 GF0482 STATION DESCRIPTION GF0482 GF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0482'3.7 MI S FROM FORUM. GF0482'3.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE SCHOOL AT FORUM, GF0482'MADISON COUNTY, 0.2 MILE SOUTHEAST OF THE STEEL BRIDGE OVER WAR GF0482'EAGLE CREEK, 325 FEET NORTH OF THE FARMHOUSE OF MRS. WITHROW, GF0482'73 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.6 FEET GF0482'WEST OF THE NORTHEAST CORNER OF A BOARD FENCE, AND 1.3 FEET SOUTH GF0482'OF THE FENCE LINE. A STANDARD DISK, STAMPED R 51 1934 AND SET IN GF0482'THE TOP OF A CONCRETE POST. GF0482 GF0482 STATION RECOVERY (1987) GF0482 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0482'RECOVERED IN GOOD CONDITION. GF0482 GF0482 STATION RECOVERY (1988) GF0482 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP) GF0482'RECOVERED IN GOOD CONDITION. GF0482 GF0482 STATION RECOVERY (1989) GF0482 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL) GF0482'RECOVERED IN GOOD CONDITION. GF0482 GF0482 STATION RECOVERY (2005) GF0482 GF0482'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0482'LOCATED IN THE FRONT YARD OF THE YATES RESIDENCE. MARK IN EXCELLENT GF0482'SHAPE GF0482 GF0482 STATION RECOVERY (2005) GF0482 GF0482'RECOVERY NOTE BY GEOCACHING 2005 (CB) GF0482'GOOD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0484 *********************************************************************** GF0484 DESIGNATION - T 51 GF0484 PID - GF0484 GF0484 STATE/COUNTY- AR/MADISON GF0484 USGS QUAD - FORUM (1973) GF0484 GF0484 *CURRENT SURVEY CONTROL GF0484 ___________________________________________________________________ GF0484* NAD 83(1997)- 36 11 19.00387(N) 093 42 45.45479(W) ADJUSTED GF0484* NAVD 88 - 469.351 (meters) 1539.86 (feet) ADJUSTED GF0484 ___________________________________________________________________ GF0484 X - -333,734.594 (meters) COMP GF0484 Y - -5,143,209.273 (meters) COMP GF0484 Z - 3,745,363.549 (meters) COMP GF0484 LAPLACE CORR- -0.34 (seconds) DEFLEC99 GF0484 ELLIP HEIGHT- 441.36 (meters) (09/24/01) GPS OBS GF0484 GEOID HEIGHT- -27.98 (meters) GEOID03 GF0484 DYNAMIC HT - 468.926 (meters) 1538.47 (feet) COMP GF0484 MODELED GRAV- 979,711.1 (mgal) NAVD 88 GF0484 GF0484 HORZ ORDER - FIRST GF0484 VERT ORDER - SECOND CLASS 0 GF0484 ELLP ORDER - FOURTH CLASS II GF0484 GF0484.The horizontal coordinates were established by GPS observations GF0484.and adjusted by the National Geodetic Survey in September 1999. GF0484 GF0484.The orthometric height was determined by differential leveling GF0484.and adjusted by the National Geodetic Survey in June 1991. GF0484 GF0484.The X, Y, and Z were computed from the position and the ellipsoidal ht. GF0484 GF0484.The Laplace correction was computed from DEFLEC99 derived deflections. GF0484 GF0484.The ellipsoidal height was determined by GPS observations GF0484.and is referenced to NAD 83. GF0484 GF0484.The geoid height was determined by GEOID03. GF0484 GF0484.The dynamic height is computed by dividing the NAVD 88 GF0484.geopotential number by the normal gravity value computed on the GF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0484.degrees latitude (g = 980.6199 gals.). GF0484 GF0484.The modeled gravity was interpolated from observed gravity values. GF0484 GF0484; North East Units Scale Factor Converg. GF0484;SPC AR N - 207,173.306 245,960.912 MT 0.99999147 -0 59 47.7 GF0484;UTM 15 - 4,005,103.913 435,925.465 MT 0.99965058 -0 25 14.8 GF0484 GF0484! - Elev Factor x Scale Factor = Combined Factor GF0484!SPC AR N - 0.99993073 x 0.99999147 = 0.99992221 GF0484!UTM 15 - 0.99993073 x 0.99965058 = 0.99958134 GF0484 GF0484 SUPERSEDED SURVEY CONTROL GF0484 GF0484 ELLIP H (09/14/99) 441.27 (m) GP( ) 4 1 GF0484 NAD 83(1997)- 36 11 19.01791(N) 093 42 45.45871(W) AD( ) 1 GF0484 NAD 83(1986)- 36 11 19.01861(N) 093 42 45.45781(W) AD( ) 1 GF0484 NGVD 29 (??/??/92) 469.216 (m) 1539.42 (f) ADJ UNCH 2 0 GF0484 GF0484.Superseded values are not recommended for survey control. GF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0484.See file dsdata.txt to determine how the superseded data were derived. GF0484 GF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3592505104(NAD 83) GF0484_MARKER: DB = BENCH MARK DISK GF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0484_SP_SET: CONCRETE POST GF0484_STAMPING: T 51 1934 GF0484_MARK LOGO: CGS GF0484_MAGNETIC: N = NO MAGNETIC MATERIAL GF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0484+STABILITY: SURFACE MOTION GF0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0484+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005 GF0484 GF0484 HISTORY - Date Condition Report By GF0484 HISTORY - 1934 MONUMENTED CGS GF0484 HISTORY - 1958 GOOD NGS GF0484 HISTORY - 1987 GOOD USPSQD GF0484 HISTORY - 1988 POOR USPSQD GF0484 HISTORY - 1989 GOOD USPSQD GF0484 HISTORY - 19900424 GOOD NGS GF0484 HISTORY - 20050327 GOOD GEOCAC GF0484 HISTORY - 20050707 GOOD GEOCAC GF0484 GF0484 STATION DESCRIPTION GF0484 GF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GF0484'0.4 MI N FROM FORUM. GF0484'LOCATED 0.45 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE POST GF0484'OFFICE AT FORUM, IN THE NORTHWEST CORNER OF THE YARD OF THE GF0484'FORUM SCHOOL, 41 FEET EAST OF THE CENTER OF THE ROAD, 110 FEET GF0484'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 28 GF0484'FEET SOUTH OF A FENCE CORNER, 30 FEET WEST OF A 12-INCH OAK GF0484'TREE, 150 FEET SOUTH AND 5 FEET WEST OF THE PROJECTED PLANE OF GF0484'THE WEST WALL OF A SMALL CONCRETE BLOCK STORE BUILDING. IT IS GF0484'A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST GF0484'PROJECTING 4 INCHES. GF0484 GF0484 STATION RECOVERY (1987) GF0484 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0484'RECOVERED IN GOOD CONDITION. GF0484 GF0484 STATION RECOVERY (1988) GF0484 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP) GF0484'MARK RECOVERED IN POOR CONDITION. GF0484 GF0484 STATION RECOVERY (1989) GF0484 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL) GF0484'RECOVERED IN GOOD CONDITION. GF0484 GF0484 STATION RECOVERY (1990) GF0484 GF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GF0484'STATION IS LOCATED ABOUT 22 KM (13.7 MI) SOUTH OF EUREKA SPRINGS, 0.5 GF0484'KM (0.3 MI) NORTH OF FORUM, ON THE NORTH EDGE OF A LAWN AREA, IN THE GF0484'SOUTHEAST 1/4 OF SECTION 26, T 18 N, R 26 W. OWNERSHIP--UNKNOWN. GF0484'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 127 IN FORUM, GO GF0484'NORTH ON HIGHWAY 23 FOR 0.82 KM (0.51 MI) TO AN OLD WHITE FRAME GF0484'CHURCH BUILDING ON THE RIGHT AND THE STATION (JUST BEFORE REACHING A GF0484'CURVE). GF0484'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST GF0484'PROJECTING 10 CM. IT IS 13.3 M (43.6 FT) EAST OF, AND ABOUT 0.5 M GF0484'(1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 1.2 M (3.9 FT) EAST OF A GF0484'FIBERGLASS WITNESS POST AT A PIPE FENCE CORNER, 0.2 M (0.7 FT) SOUTH GF0484'OF A HEAVY-GAUGE WIRE FENCE, 19.0 M (62.3 FT) NORTHWEST OF A UTILITY GF0484'POLE WITH TRANSFORMER IN THE YARD, AND 23.6 M (77.4 FT) NORTH OF GF0484'TELEPHONE PEDESTAL 215. GF0484'NOTE--THIS STATION HAS A COMPLETE HORIZON BLOCKAGE FROM THE NORTHEAST GF0484'TO THE SOUTHEAST. TRIPOD WILL HAVE TO STRADDLE A LOW FENCE. GF0484'DESCRIBED BY R.D.BALL. GF0484 GF0484 STATION RECOVERY (2005) GF0484 GF0484'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0484'MARK RECOVERED IN GOOD SHAPE. FACE IS A LITTLE SCUFFED BUT READABLE. GF0484'PROABLY HAS BEEN HIT BY MOWERS A TIME OR TWO. THE FORUM SCHOOL GF0484'MENTIONED IN DESCRIPTION IS NO LONGER IN USE. IT IS NOW PRIVATE GF0484'PROPERTY. WITNESS POST IS MISSING. GF0484 GF0484 STATION RECOVERY (2005) GF0484 GF0484'RECOVERY NOTE BY GEOCACHING 2005 (CB) GF0484'GOOD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 GF0489 *********************************************************************** GF0489 DESIGNATION - W 51 RESET GF0489 PID - GF0489 GF0489 STATE/COUNTY- AR/MADISON GF0489 USGS QUAD - ROCKHOUSE (1972) GF0489 GF0489 *CURRENT SURVEY CONTROL GF0489 ___________________________________________________________________ GF0489* NAD 83(1986)- 36 15 21. (N) 093 44 44. (W) SCALED GF0489* NAVD 88 - 482.36 (+/-2cm) 1582.5 (feet) VERTCON GF0489 ___________________________________________________________________ GF0489 GEOID HEIGHT- -28.03 (meters) GEOID03 GF0489 GF0489 VERT ORDER - THIRD (See Below) GF0489 GF0489.The horizontal coordinates were scaled from a topographic map and have GF0489.an estimated accuracy of +/- 6 seconds. GF0489 GF0489.The NAVD 88 height was computed by applying the VERTCON shift value to GF0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GF0489.The vertical order pertains to the NGVD 29 superseded value. GF0489 GF0489.The geoid height was determined by GEOID03. GF0489 GF0489; North East Units Estimated Accuracy GF0489;SPC AR N - 214,680. 243,130. MT (+/- 180 meters Scaled) GF0489 GF0489 SUPERSEDED SURVEY CONTROL GF0489 GF0489 NGVD 29 (??/??/??) 482.21 (m) 1582.1 (f) RESET 3 GF0489 GF0489.Superseded values are not recommended for survey control. GF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0489.See file dsdata.txt to determine how the superseded data were derived. GF0489 GF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA330125(NAD 83) GF0489_MARKER: DB = BENCH MARK DISK GF0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT GF0489_STAMPING: W 51 RESET 1958 GF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0489+STABILITY: SURFACE MOTION GF0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0489+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005 GF0489 GF0489 HISTORY - Date Condition Report By GF0489 HISTORY - 1958 MONUMENTED CGS GF0489 HISTORY - 1988 GOOD USPSQD GF0489 HISTORY - 20041006 GOOD GEOCAC GF0489 HISTORY - 20050404 GOOD GEOCAC GF0489 GF0489 STATION DESCRIPTION GF0489 GF0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 GF0489'6.4 MI NW FROM FORUM. GF0489'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE VILLAGE OF GF0489'FORUM, 11.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM ITS JUNCTION GF0489'WITH U.S. HIGHWAY 62 A MILE EAST OF EUREKA SPRINGS, 0.2 MILE GF0489'NORTHWEST OF A FARMHOUSE, AT THE OUTSIDE OF A CURVE, AT A JOG GF0489'IN A FENCE LINE. IT IS 41 FEET SOUTHWEST OF THE CENTER OF THE GF0489'HIGHWAY AT A CURVE, 11 FEET NORTHWEST OF A 12-INCH OAK TREE WHICH GF0489'SERVES AS A FENCE CORNER, 140 FEET SOUTHWEST OF A POWER POLE GF0489'NORTHEAST OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST GF0489'PROJECTING 8 INCHES. GF0489 GF0489 STATION RECOVERY (1988) GF0489 GF0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP) GF0489'RECOVERED IN GOOD CONDITION. GF0489 GF0489 STATION RECOVERY (2004) GF0489 GF0489'RECOVERY NOTE BY GEOCACHING 2004 (CB) GF0489'RECOVERED IN GOOD CONDITION. GF0489 GF0489 STATION RECOVERY (2005) GF0489 GF0489'RECOVERY NOTE BY GEOCACHING 2005 (CLJ) GF0489'MARK IS IN GOOD SHAPE.