1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0872 *********************************************************************** GF0872 DESIGNATION - POLECAT GF0872 PID - GF0872 GF0872 STATE/COUNTY- AR/MADISON GF0872 USGS QUAD - SANDSTONE MOUNTAIN (1976) GF0872 GF0872 *CURRENT SURVEY CONTROL GF0872 ___________________________________________________________________ GF0872* NAD 83(1997)- 36 18 03.23980(N) 093 50 26.76372(W) ADJUSTED GF0872* NAVD 88 - 485. (meters) 1591. (feet) SCALED GF0872 ___________________________________________________________________ GF0872 LAPLACE CORR- -0.01 (seconds) DEFLEC99 GF0872 GEOID HEIGHT- -28.08 (meters) GEOID99 GF0872 GF0872 HORZ ORDER - SECOND GF0872 GF0872.The horizontal coordinates were established by classical geodetic methods GF0872.and adjusted by the National Geodetic Survey in September 1999. GF0872 GF0872.The orthometric height was scaled from a topographic map. GF0872 GF0872.The Laplace correction was computed from DEFLEC99 derived deflections. GF0872 GF0872.The geoid height was determined by GEOID99. GF0872 GF0872; North East Units Scale Converg. GF0872;SPC AR N - 219,838.973 234,669.687 MT 1.00001405 -1 04 16.1 GF0872;UTM 15 - 4,017,651.411 424,511.696 MT 0.99967021 -0 29 52.0 GF0872 GF0872: Primary Azimuth Mark Grid Az GF0872:SPC AR N - LARUE 277 04 44.9 GF0872:UTM 15 - LARUE 276 30 20.8 GF0872 GF0872|---------------------------------------------------------------------| GF0872| PID Reference Object Distance Geod. Az | GF0872| dddmmss.s | GF0872| CI2021 POLECAT RM 3 00006 | GF0872| CI2019 POLECAT RM 1 18.958 METERS 07003 | GF0872| CI2020 POLECAT RM 2 24.567 METERS 15120 | GF0872| GF0874 LARUE APPROX.12.9 KM 2760028.8 | GF0872|---------------------------------------------------------------------| GF0872 GF0872 SUPERSEDED SURVEY CONTROL GF0872 GF0872 NAD 83(1997)- 36 18 03.24872(N) 093 50 26.76412(W) AD( ) 2 GF0872 NAD 83(1997)- 36 18 03.25091(N) 093 50 26.76454(W) AD( ) 2 GF0872 NAD 83(1986)- 36 18 03.25114(N) 093 50 26.76472(W) AD( ) 2 GF0872 NAD 27 - 36 18 02.99000(N) 093 50 26.06340(W) AD( ) 2 GF0872 GF0872.Superseded values are not recommended for survey control. GF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0872.See file dsdata.txt to determine how the superseded data were derived. GF0872 GF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2451217651(NAD 83) GF0872_MARKER: DS = TRIANGULATION STATION DISK GF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0872 GF0872 HISTORY - Date Condition Report By GF0872 HISTORY - 1961 MONUMENTED CGS GF0872 HISTORY - 20030413 GOOD GEOCAC GF0872 GF0872 STATION DESCRIPTION GF0872 GF0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0872'THE STATION IS ABOUT 9 MILES SOUTHWEST OF EUREKA SPRINGS, GF0872'ON A HIGH PROMINENT HILL AND IN THE EAST PART OF SECTION GF0872'22, T. 19 N., R. 27 W. IT IS ON THE PROPERTY OF MR. ORVIL GF0872'SMITH, 4 FEET NORTHEAST OF A WITNESS POST, 24 FEET EAST OF GF0872'THE CENTERLINE OF A TRACK ROAD LEADING TO THE SMITH RESIDENCE AND GF0872'271 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE. GF0872'THE SURFACE MONUMENT IS SET ON TOP OF BEDROCK FLUSH WITH GF0872'THE GROUND AND THE DISK IS STAMPED POLECAT 1961. GF0872' GF0872'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY GF0872'62 IN THE SOUTH EDGE OF EUREKA SPRINGS, GO SOUTHERLY ON STATE GF0872'HIGHWAY 23 FOR 5.15 MILES TO THE BEULAH UNION CHURCH ON GF0872'THE LEFT. CONTINUE SOUTHERLY ON HIGHWAY 23 FOR 0.9 MILE GF0872'TO A SIDE ROAD RIGHT. TURN SHARP RIGHT AND GO WESTERLY ON GF0872'A GRAVELED ROAD FOR 0.8 MILE TO A Y-FORK. KEEP RIGHT AND GO GF0872'NORTH AND NORTHWESTERLY ON A MAIN TRAVELED ROAD FOR 4.65 GF0872'MILES TO A REVERSE Y. TURN SHARP LEFT ALONG CREEK AND GO GF0872'SOUTHERLY ON A GRAVELED ROAD FOR 0.75 MILE TO A CONCRETE GF0872'SLAB ACROSS CREEK. CROSS CONCRETE SLAB AND GO SOUTH ON GF0872'A GRAVELED ROAD FOR 1.3 MILES TO A SMALL STREAM. CONTINUE GF0872'FOR 0.05 MILE TO A REVERSE Y. TURN SHARP RIGHT AND GO GF0872'SOUTHWESTERLY ON A TRACK ROAD FOR 1.1 MILES TO A FORK. GF0872'KEEP LEFT AND SOUTHERLY ON A TRACK ROAD FOR 0.1 MILE TO GF0872'ANOTHER FORK. KEEP LEFT AND GO 0.05 MILE TO A WIRE GATE. GF0872'PASS THROUGH GATE AND CONTINUE ON THE TRACK ROAD FOR 0.1 MILE GF0872'TO REFERENCE MARK 3 ON THE RIGHT. CONTINUE ON THE TRACK GF0872'ROAD FOR 0.1 MILE TO TOP OF HILL AND THE STATION ON THE GF0872'LEFT. GF0872' GF0872'REFERENCE MARK 1 IS 66 FEET NORTHEAST OF THE WITNESS POST GF0872'AND 34 FEET NORTH OF A 10 INCH OAK TREE. THE MONUMENT PROJECTS GF0872'6 INCHES AND THE DISK IS STAMPED POLECAT NO 1 1961. GF0872' GF0872'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN BEDROCK GF0872'PROJECTING 5 INCHES ABOVE GROUND LEVEL. IT IS 80 FEET SOUTHEAST GF0872'OF THE WITNESS POST, 60 FEET NORTH OF A 16 INCH CEDAR TREE GF0872'AND 51 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD. THE GF0872'DISK IS STAMPED POLECAT NO 2 1961. GF0872' GF0872'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING GF0872'BEDROCK THAT IS ABOUT 2 FEET HIGHER THAN ROAD LEVEL. IT IS GF0872'2 FEET NORTHWEST OF A WITNESS POST AND 18 FEET NORTHWEST GF0872'OF THE CENTERLINE OF THE TRACK ROAD. THE DISK IS STAMPED GF0872'POLECAT NO 3 1961. GF0872' GF0872'DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE METHODS. GF0872' GF0872'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. GF0872 GF0872 STATION RECOVERY (2003) GF0872 GF0872'RECOVERY NOTE BY GEOCACHING 2003 (CB) GF0872'ALSO RECOVERED REF,1,2,3.