1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 GG0593 *********************************************************************** GG0593 DESIGNATION - AIRPORT BEACON ROGERS MUN APT GG0593 PID - GG0593 GG0593 STATE/COUNTY- AR/BENTON GG0593 USGS QUAD - ROGERS (1976) GG0593 GG0593 *CURRENT SURVEY CONTROL GG0593 ___________________________________________________________________ GG0593* NAD 83(1997)- 36 21 52.04432(N) 094 06 26.79909(W) ADJUSTED GG0593* NAVD 88 - GG0593 ___________________________________________________________________ GG0593 LAPLACE CORR- -0.30 (seconds) DEFLEC99 GG0593 GEOID HEIGHT- -28.15 (meters) GEOID03 GG0593 GG0593 HORZ ORDER - THIRD GG0593 GG0593.This mark is at Rogers Mun-Carter Fld Airport (ROG) GG0593 GG0593.The horizontal coordinates were established by classical geodetic methods GG0593.and adjusted by the National Geodetic Survey in September 1999. GG0593 GG0593 GG0593.The Laplace correction was computed from DEFLEC99 derived deflections. GG0593 GG0593.The geoid height was determined by GEOID03. GG0593 GG0593; North East Units Scale Factor Converg. GG0593;SPC AR N - 227,370.309 210,872.249 MT 1.00002855 -1 13 34.8 GG0593;SPC MO W - 22,017.831 885,228.716 MT 0.99995646 +0 13 57.9 GG0593;UTM 15 - 4,024,942.608 400,648.109 MT 0.99972162 -0 39 24.0 GG0593 GG0593 SUPERSEDED SURVEY CONTROL GG0593 GG0593 NAD 83(1997)- 36 21 52.04910(N) 094 06 26.80265(W) AD( ) 4 GG0593 NAD 83(1997)- 36 21 52.05726(N) 094 06 26.80101(W) AD( ) 4 GG0593 NAD 83(1986)- 36 21 52.05709(N) 094 06 26.79988(W) AD( ) 4 GG0593 NAD 27 - 36 21 51.78500(N) 094 06 26.08100(W) AD( ) 3 GG0593 GG0593.Superseded values are not recommended for survey control. GG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0593.See file dsdata.txt to determine how the superseded data were derived. GG0593 GG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0064824943(NAD 83) GG0593_MARKER: 21 = AIRPORT BEACON GG0593 GG0593 HISTORY - Date Condition Report By GG0593 HISTORY - 1961 FIRST OBSERVED CGS GG0593 HISTORY - 1988 GOOD USPSQD GG0593 HISTORY - 20030104 GOOD GEOCAC GG0593 GG0593 STATION DESCRIPTION GG0593 GG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0593'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE GG0593'LIGHT AT THE TOP OF A 4 LEGGED GALVANIZED STEEL STRUCTURE. GG0593'THE OVERALL HEIGHT OF THE TOWER AND LIGHT IS 50 FEET AND GG0593'IS LOCATED AT THE ENTRANCE TO THE ROGERS MUNICIPAL AIRPORT. GG0593 GG0593 STATION RECOVERY (1988) GG0593 GG0593'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GG0593'RECOVERED IN GOOD CONDITION. GG0593 GG0593 STATION RECOVERY (2003) GG0593 GG0593'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0593'BEACON NO LONGER IN SERVICE 1,29,2005. GG0593'NEW BEACON ON CONTROL TOWER. GG0593' 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 GG0604 *********************************************************************** GG0604 DESIGNATION - BENTONVILLE MUNICIPAL TANK GG0604 PID - GG0604 GG0604 STATE/COUNTY- AR/BENTON GG0604 USGS QUAD - BENTONVILLE SOUTH (1982) GG0604 GG0604 *CURRENT SURVEY CONTROL GG0604 ___________________________________________________________________ GG0604* NAD 83(1997)- 36 22 25.21285(N) 094 12 40.52893(W) ADJUSTED GG0604* NAVD 88 - GG0604 ___________________________________________________________________ GG0604 LAPLACE CORR- -0.42 (seconds) DEFLEC99 GG0604 GEOID HEIGHT- -28.16 (meters) GEOID03 GG0604 GG0604 HORZ ORDER - THIRD GG0604 GG0604.The horizontal coordinates were established by classical geodetic methods GG0604.and adjusted by the National Geodetic Survey in September 1999. GG0604 GG0604 GG0604.The Laplace correction was computed from DEFLEC99 derived deflections. GG0604 GG0604.The geoid height was determined by GEOID03. GG0604 GG0604; North East Units Scale Factor Converg. GG0604;SPC AR N - 228,596.779 201,580.202 MT 1.00003076 -1 17 12.2 GG0604;SPC MO W - 23,007.314 875,909.178 MT 0.99994944 +0 10 16.5 GG0604;UTM 15 - 4,026,076.407 391,347.098 MT 0.99974545 -0 43 06.3 GG0604 GG0604 SUPERSEDED SURVEY CONTROL GG0604 GG0604 NAD 83(1997)- 36 22 25.21709(N) 094 12 40.53232(W) AD( ) 4 GG0604 NAD 83(1997)- 36 22 25.22593(N) 094 12 40.53175(W) AD( ) 4 GG0604 NAD 83(1986)- 36 22 25.22577(N) 094 12 40.53058(W) AD( ) 4 GG0604 NAD 27 - 36 22 24.95100(N) 094 12 39.79200(W) AD( ) 3 GG0604 GG0604.Superseded values are not recommended for survey control. GG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0604.See file dsdata.txt to determine how the superseded data were derived. GG0604 GG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9134726076(NAD 83) GG0604_MARKER: 53 = ELEVATED TANK GG0604 GG0604 HISTORY - Date Condition Report By GG0604 HISTORY - 1961 FIRST OBSERVED CGS GG0604 HISTORY - 1987 GOOD USPSQD GG0604 HISTORY - 20030104 GOOD GEOCAC GG0604 GG0604 STATION DESCRIPTION GG0604 GG0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0604'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN GG0604'THE NORTHWEST PART OF BENTONVILLE. IT IS AN EIGHT LEGGED GG0604'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND BENTONVILLE GG0604'IN BLACK LETTERS ON THE TANK. THE OVERALL HEIGHT IS 128 FEET. GG0604 GG0604 STATION RECOVERY (1987) GG0604 GG0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK) GG0604'RECOVERED IN GOOD CONDITION. GG0604 GG0604 STATION RECOVERY (2003) GG0604 GG0604'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0604'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 GF0469 *********************************************************************** GF0469 DESIGNATION - J 26 GF0469 PID - GF0469 GF0469 STATE/COUNTY- AR/BENTON GF0469 USGS QUAD - GARFIELD (1976) GF0469 GF0469 *CURRENT SURVEY CONTROL GF0469 ___________________________________________________________________ GF0469* NAD 83(1986)- 36 29 18. (N) 093 55 59. (W) SCALED GF0469* NAVD 88 - 474.689 (meters) 1557.38 (feet) ADJUSTED GF0469 ___________________________________________________________________ GF0469 GEOID HEIGHT- -28.24 (meters) GEOID03 GF0469 DYNAMIC HT - 474.268 (meters) 1555.99 (feet) COMP GF0469 MODELED GRAV- 979,731.1 (mgal) NAVD 88 GF0469 GF0469 VERT ORDER - FIRST CLASS II GF0469 GF0469.The horizontal coordinates were scaled from a topographic map and have GF0469.an estimated accuracy of +/- 6 seconds. GF0469 GF0469.The orthometric height was determined by differential leveling GF0469.and adjusted by the National Geodetic Survey in June 1991. GF0469 GF0469.The geoid height was determined by GEOID03. GF0469 GF0469.The dynamic height is computed by dividing the NAVD 88 GF0469.geopotential number by the normal gravity value computed on the GF0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0469.degrees latitude (g = 980.6199 gals.). GF0469 GF0469.The modeled gravity was interpolated from observed gravity values. GF0469 GF0469; North East Units Estimated Accuracy GF0469;SPC AR N - 240,790. 226,790. MT (+/- 180 meters Scaled) GF0469 GF0469 SUPERSEDED SURVEY CONTROL GF0469 GF0469 NGVD 29 (??/??/92) 474.525 (m) 1556.84 (f) ADJ UNCH 1 2 GF0469 GF0469.Superseded values are not recommended for survey control. GF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0469.See file dsdata.txt to determine how the superseded data were derived. GF0469 GF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA164385(NAD 83) GF0469_MARKER: DB = BENCH MARK DISK GF0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0469_STAMPING: J 26 1932 1556.837 GF0469_MARK LOGO: CGS GF0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0469+STABILITY: SURFACE MOTION GF0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0469+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003 GF0469 GF0469 HISTORY - Date Condition Report By GF0469 HISTORY - 1932 MONUMENTED CGS GF0469 HISTORY - 1961 GOOD NGS GF0469 HISTORY - 1987 GOOD USPSQD GF0469 HISTORY - 1987 GOOD USPSQD GF0469 HISTORY - 1988 GOOD USPSQD GF0469 HISTORY - 1989 GOOD USPSQD GF0469 HISTORY - 19891115 GOOD NGS GF0469 HISTORY - 20030109 GOOD GEOCAC GF0469 GF0469 STATION DESCRIPTION GF0469 GF0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 GF0469'2.6 MI SE FROM SELIGMAN. GF0469'IN BENTON COUNTY, ARKANSAS, 2.6 MILES SOUTHEAST ALONG THE ST. GF0469'LOUIS-SAN FRANCISCO RAILWAY FROM SELIGMAN, BARRY COUNTY, MISSOURI, GF0469'12 POLES SOUTH OF MILEPOST 315, 330 YARDS SOUTH OF THE POINT GF0469'WHERE U.S. HIGHWAY 62 TURNS EAST TOWARD EUREKA SPRINGS, AND 42 GF0469'FEET EAST OF THE TRACK. A STANDARD DISK, STAMPED 1556.837 J 26 GF0469'1932 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK IS ALSO GF0469'ABOUT 12-1/2 POLES SOUTH OF MILEPOST 315. GF0469 GF0469 STATION RECOVERY (1987) GF0469 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) GF0469'RECOVERED IN GOOD CONDITION. GF0469 GF0469 STATION RECOVERY (1987) GF0469 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN) GF0469'RECOVERED IN GOOD CONDITION. GF0469 GF0469 STATION RECOVERY (1988) GF0469 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCM) GF0469'RECOVERED IN GOOD CONDITION. GF0469 GF0469 STATION RECOVERY (1989) GF0469 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN) GF0469'RECOVERED IN GOOD CONDITION. GF0469 GF0469 STATION RECOVERY (1989) GF0469 GF0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GF0469'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.25 KM GF0469'(0.15 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE GF0469'JUNCTION OF U.S. HIGHWAY 62 IN GATEWAY, 14.3 M (46.9 FT) SOUTHEAST GF0469'OF THE NEAR RAIL, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF A GF0469'GRAVELED ROAD, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, 0.6 M (2.0 FT) GF0469'ABOVE THE LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS GF0469'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. GF0469 GF0469 STATION RECOVERY (2003) GF0469 GF0469'RECOVERY NOTE BY GEOCACHING 2003 (CB) GF0469' GF0469' 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 GG0592 *********************************************************************** GG0592 DESIGNATION - ROGERS GREGORY ROBINSON TANK GG0592 PID - GG0592 GG0592 STATE/COUNTY- AR/BENTON GG0592 USGS QUAD - ROGERS (1976) GG0592 GG0592 *CURRENT SURVEY CONTROL GG0592 ___________________________________________________________________ GG0592* NAD 83(1997)- 36 20 09.78818(N) 094 06 55.93922(W) ADJUSTED GG0592* NAVD 88 - GG0592 ___________________________________________________________________ GG0592 LAPLACE CORR- -0.26 (seconds) DEFLEC99 GG0592 GEOID HEIGHT- -28.14 (meters) GEOID03 GG0592 GG0592 HORZ ORDER - THIRD GG0592 GG0592.The horizontal coordinates were established by classical geodetic methods GG0592.and adjusted by the National Geodetic Survey in September 1999. GG0592 GG0592 GG0592.The Laplace correction was computed from DEFLEC99 derived deflections. GG0592 GG0592.The geoid height was determined by GEOID03. GG0592 GG0592; North East Units Scale Factor Converg. GG0592;SPC AR N - 224,234.617 210,078.223 MT 1.00002192 -1 13 51.7 GG0592;UTM 15 - 4,021,800.126 399,885.538 MT 0.99972349 -0 39 39.7 GG0592 GG0592 SUPERSEDED SURVEY CONTROL GG0592 GG0592 NAD 83(1997)- 36 20 09.79287(N) 094 06 55.94324(W) AD( ) 4 GG0592 NAD 83(1997)- 36 20 09.80157(N) 094 06 55.93950(W) AD( ) 4 GG0592 NAD 83(1986)- 36 20 09.80155(N) 094 06 55.93911(W) AD( ) 4 GG0592 NAD 27 - 36 20 09.53000(N) 094 06 55.21600(W) AD( ) 3 GG0592 GG0592.Superseded values are not recommended for survey control. GG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0592.See file dsdata.txt to determine how the superseded data were derived. GG0592 GG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9988621800(NAD 83) GG0592_MARKER: 53 = ELEVATED TANK GG0592 GG0592 HISTORY - Date Condition Report By GG0592 HISTORY - 1935 FIRST OBSERVED CGS GG0592 HISTORY - 1940 GOOD CGS GG0592 HISTORY - 1957 GOOD CGS GG0592 HISTORY - 1961 GOOD CGS GG0592 HISTORY - 1980 GOOD LOCENG GG0592 HISTORY - 1988 GOOD USPSQD GG0592 HISTORY - 20030104 GOOD GEOCAC GG0592 GG0592 STATION DESCRIPTION GG0592 GG0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) GG0592'THIS INTERSECTION STATION IS THE CENTER OF THE TANK BELONGING GG0592'TO THE VINEGAR WORKS OF THE GREGORY, ROBINSON, SPEAS COMPANY, GG0592'INCORPORATED. IT IS ABOUT 2 BLOCKS N OF THE CENTER OF ROGERS GG0592'AND 100 FEET W OF RAILROAD TRACKS. IT IS ABOUT 100 FEET HIGH, GG0592'SUPPORTED BY FOUR LEGS, SURROUNDED BY PLATFORM AND HANDRAIL, GG0592'AND ABOUT 50,000-GALLON CAPACITY. IT WAS ERECTED IN 1918, GG0592'IS SILVER, AND VERY PROMINENT. GG0592' GG0592'THIS IS THE NW OF TWO SIMILAR TANKS ABOUT 1/2 MILE APART. GG0592 GG0592 STATION RECOVERY (1940) GG0592 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ) GG0592'GREGORY-ROBINSON-SPEAS INC., WATER TANK IS IN THE N PART OF GG0592'THE CITY OF ROGERS JUST W OF THE FRISCO RAILROAD TRACKS, AND GG0592'E OF THE U.S. HIGHWAY 62. GG0592' GG0592'THE TANK AND FOUR TRUSSWORK LEGS ARE OF STEEL CONSTRUCTION, GG0592'140 FEET HIGH, PAINTED SILVER, WITH A BALL FINIAL ON THE TOP. GG0592'IT WAS BUILT IN 1919. GG0592' GG0592'OBJECT SIGHTED ON- BALL FINIAL. GG0592 GG0592 STATION RECOVERY (1957) GG0592 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW) GG0592'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT GG0592'THAT THE COMPANY IS NOW KNOWN AS THE SPEAS CO. GG0592 GG0592 STATION RECOVERY (1961) GG0592 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0592'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. GG0592 GG0592 STATION RECOVERY (1980) GG0592 GG0592'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB) GG0592'TOWER STILL EXISTS IN LOCATION AS GIVEN, AND HAS PLATE DATE 1919 IN GG0592'PLACE. DESCRIPTION IS ADEQUATE, BUT COMPANY IS NOW ROGERS VINEGAR GG0592'CO. GG0592' GG0592'NOTE--REFERENCE IS MADE TO THIS BEING THE WESTERLY TOWER OF TWO GG0592'SIMILIAR ONES 1/2 MILE APART. IT IS THE ONLY REMAINING ONE-SEE GG0592'OTHER ENCLOSURE). GG0592' GG0592'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF ROGERS. GG0592 GG0592 STATION RECOVERY (1988) GG0592 GG0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GG0592'RECOVERED IN GOOD CONDITION. GG0592 GG0592 STATION RECOVERY (2003) GG0592 GG0592'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0592' GG0592' 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 GG0597 *********************************************************************** GG0597 DESIGNATION - ROGERS TV STA KAMO CABLE MAST GG0597 PID - GG0597 GG0597 STATE/COUNTY- AR/BENTON GG0597 USGS QUAD - BENTONVILLE SOUTH (1982) GG0597 GG0597 *CURRENT SURVEY CONTROL GG0597 ___________________________________________________________________ GG0597* NAD 83(1997)- 36 19 23.90173(N) 094 08 08.85357(W) ADJUSTED GG0597* NAVD 88 - GG0597 ___________________________________________________________________ GG0597 LAPLACE CORR- -0.09 (seconds) DEFLEC99 GG0597 GEOID HEIGHT- -28.13 (meters) GEOID03 GG0597 GG0597 HORZ ORDER - THIRD GG0597 GG0597.The horizontal coordinates were established by classical geodetic methods GG0597.and adjusted by the National Geodetic Survey in September 1999. GG0597 GG0597 GG0597.The Laplace correction was computed from DEFLEC99 derived deflections. GG0597 GG0597.The geoid height was determined by GEOID03. GG0597 GG0597; North East Units Scale Factor Converg. GG0597;SPC AR N - 222,859.787 208,229.534 MT 1.00001902 -1 14 34.1 GG0597;UTM 15 - 4,020,407.384 398,051.158 MT 0.99972806 -0 40 22.2 GG0597 GG0597 SUPERSEDED SURVEY CONTROL GG0597 GG0597 NAD 83(1997)- 36 19 23.90754(N) 094 08 08.85639(W) AD( ) 4 GG0597 NAD 83(1997)- 36 19 23.91408(N) 094 08 08.85583(W) AD( ) 4 GG0597 NAD 83(1986)- 36 19 23.91401(N) 094 08 08.85479(W) AD( ) 4 GG0597 NAD 27 - 36 19 23.64000(N) 094 08 08.12900(W) AD( ) 3 GG0597 GG0597.Superseded values are not recommended for survey control. GG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0597.See file dsdata.txt to determine how the superseded data were derived. GG0597 GG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9805120407(NAD 83) GG0597_MARKER: 42 = RADIO/TV MAST GG0597 GG0597 HISTORY - Date Condition Report By GG0597 HISTORY - 1961 FIRST OBSERVED CGS GG0597 HISTORY - 1988 GOOD USPSQD GG0597 HISTORY - 20030104 GOOD GEOCAC GG0597 GG0597 STATION DESCRIPTION GG0597 GG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0597'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN GG0597'THE SOUTHWEST PART OF ROGERS, 0.1 MILE EAST OF THE INTERSECTION GG0597'OF WEST DOGWOOD STREET AND SOUTH 14TH STREET AND IS OWNED AND GG0597'OPERATED BY MR. FRED STEVENS. IT IS A UNIFORM STEEL MAST GG0597'SUPPORTED BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS GG0597'OF INTERNATIONAL ORANGE AND WHITE. THE OVERALL HEIGHT IS 350 GG0597'FEET. GG0597 GG0597 STATION RECOVERY (1988) GG0597 GG0597'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GG0597'RECOVERED IN GOOD CONDITION. GG0597 GG0597 STATION RECOVERY (2003) GG0597 GG0597'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0597'RECOVERED IN GOOD CONDITION.