1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0678 *********************************************************************** GF0678 DESIGNATION - BUFORD GF0678 PID - GF0678 GF0678 STATE/COUNTY- AR/BAXTER GF0678 USGS QUAD - BUFFALO CITY (1966) GF0678 GF0678 *CURRENT SURVEY CONTROL GF0678 ___________________________________________________________________ GF0678* NAD 83(1997)- 36 12 54.07186(N) 092 26 56.97549(W) ADJUSTED GF0678* NAVD 88 - 259. (meters) 850. (feet) SCALED GF0678 ___________________________________________________________________ GF0678 LAPLACE CORR- 1.45 (seconds) DEFLEC99 GF0678 GEOID HEIGHT- -28.37 (meters) GEOID03 GF0678 GF0678 HORZ ORDER - SECOND GF0678 GF0678.The horizontal coordinates were established by classical geodetic methods GF0678.and adjusted by the National Geodetic Survey in September 1999. GF0678 GF0678.The orthometric height was scaled from a topographic map. GF0678 GF0678.The Laplace correction was computed from DEFLEC99 derived deflections. GF0678 GF0678.The geoid height was determined by GEOID03. GF0678 GF0678; North East Units Scale Factor Converg. GF0678;SPC AR N - 208,856.009 359,612.596 MT 0.99999643 -0 15 40.9 GF0678;UTM 15 - 4,007,938.355 549,511.026 MT 0.99963020 +0 19 31.6 GF0678 GF0678! - Elev Factor x Scale Factor = Combined Factor GF0678!SPC AR N - 0.99996379 x 0.99999643 = 0.99996022 GF0678!UTM 15 - 0.99996379 x 0.99963020 = 0.99959400 GF0678 GF0678: Primary Azimuth Mark Grid Az GF0678:SPC AR N - WALLACE KNOB 022 33 08.7 GF0678:UTM 15 - WALLACE KNOB 021 57 56.2 GF0678 GF0678|---------------------------------------------------------------------| GF0678| PID Reference Object Distance Geod. Az | GF0678| dddmmss.s | GF0678| GF0682 WALLACE KNOB APPROX.17.1 KM 0221727.8 | GF0678| CI1293 BUFORD RM 1 26.298 METERS 02900 | GF0678| CI1294 BUFORD RM 2 23.339 METERS 32918 | GF0678|---------------------------------------------------------------------| GF0678 GF0678 SUPERSEDED SURVEY CONTROL GF0678 GF0678 NAD 83(1986)- 36 12 54.08432(N) 092 26 56.97829(W) AD( ) 2 GF0678 NAD 27 - 36 12 53.83600(N) 092 26 56.40000(W) AD( ) 2 GF0678 GF0678.Superseded values are not recommended for survey control. GF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0678.See file dsdata.txt to determine how the superseded data were derived. GF0678 GF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4951107938(NAD 83) GF0678_MARKER: DS = TRIANGULATION STATION DISK GF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0678+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004 GF0678 GF0678 HISTORY - Date Condition Report By GF0678 HISTORY - 1953 MONUMENTED CGS GF0678 HISTORY - 1965 GOOD CGS GF0678 HISTORY - 20040831 GOOD USPSQD GF0678 GF0678 STATION DESCRIPTION GF0678 GF0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM) GF0678'THE STATION IS IN SEC. 24, T 18 N, R 14 W, ABOUT 8-1/2 MILES GF0678'SOUTH-SOUTHWEST OF MOUNTAIN HOME, 1-3/4 MILES SOUTHWEST GF0678'OF THE BUFORD POST OFFICE, 69 FEET EAST OF A GRAVELED ROAD, 46 FEET GF0678'SOUTH OF A TRACK ROAD, AND 7 FEET NORTHWEST OF A WHITE 4 IN X 4 IN GF0678'WITNESS POST. GF0678' GF0678'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME, GF0678'GO SOUTH AND SOUTHWEST ON U. S. HIGHWAY 62 FOR 3.75 MILES TO A GF0678'GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO FOR 0.5 MILE TO GF0678'A T-INTERSECTION AND A GROCERY STORE, TURN LEFT AND GO GF0678'SOUTHERLY ON THE GRAVELED ROAD FOR 1.7 MILES TO A FORK, GF0678'TURN RIGHT AND GO SOUTHERLY FOR 2.55 MILES TO A CROSS ROADS GF0678'AND A GROCERY STORE, TURN RIGHT AND GO SOUTHWEST FOR 0.4 MILE GF0678'TO THE BUFORD POST OFFICE, CONTINUE SOUTHERLY ON THE MAIN GF0678'ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHERLY GF0678'ON THE MAIN ROAD FOR 2.0 MILES TO THE STATION ON THE LEFT. GF0678' GF0678'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GF0678'BUFORD 1953. GF0678' GF0678'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE TRACK ROAD. GF0678'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BUFORD GF0678'NO 1 1953. GF0678' GF0678'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE GRAVELED ROAD AND GF0678'26 FEET NORTH OF THE TRACK ROAD. THE MARK PROJECTS 1 INCH GF0678'AND THE DISK IS STAMPED BUFORD NO 2 1953. GF0678' GF0678'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND. GF0678' GF0678'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS. GF0678 GF0678 STATION RECOVERY (1965) GF0678 GF0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE) GF0678'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE GF0678'MARKS FOUND IN GOOD CONDITION. NO AZIMUTH MARK WAS SET GF0678'AT THIS STATION. THE STATION MARK IS ABOUT 65 FEET SOUTHEAST GF0678'OF A METAL WITNESS POST THAT WAS SET IN THE RIGHT OF WAY GF0678'FENCE LINE. GF0678' GF0678'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE GF0678'FOR RECOVERY. GF0678 GF0678 STATION RECOVERY (2004) GF0678 GF0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0678'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0144 *********************************************************************** GF0144 DESIGNATION - COTTER GF0144 PID - GF0144 GF0144 STATE/COUNTY- AR/BAXTER GF0144 USGS QUAD - COTTER (1981) GF0144 GF0144 *CURRENT SURVEY CONTROL GF0144 ___________________________________________________________________ GF0144* NAD 83(1997)- 36 16 29.24000(N) 092 31 41.87230(W) ADJUSTED GF0144* NAVD 88 - 187.711 (meters) 615.85 (feet) ADJUSTED GF0144 ___________________________________________________________________ GF0144 LAPLACE CORR- 0.33 (seconds) DEFLEC99 GF0144 GEOID HEIGHT- -28.43 (meters) GEOID03 GF0144 DYNAMIC HT - 187.552 (meters) 615.33 (feet) COMP GF0144 MODELED GRAV- 979,779.0 (mgal) NAVD 88 GF0144 GF0144 HORZ ORDER - THIRD GF0144 VERT ORDER - SECOND CLASS 0 GF0144 GF0144.The horizontal coordinates were established by classical geodetic methods GF0144.and adjusted by the National Geodetic Survey in September 1999. GF0144 GF0144.The orthometric height was determined by differential leveling GF0144.and adjusted by the National Geodetic Survey in June 1991. GF0144 GF0144.The Laplace correction was computed from DEFLEC99 derived deflections. GF0144 GF0144.The geoid height was determined by GEOID03. GF0144 GF0144.The dynamic height is computed by dividing the NAVD 88 GF0144.geopotential number by the normal gravity value computed on the GF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0144.degrees latitude (g = 980.6199 gals.). GF0144 GF0144.The modeled gravity was interpolated from observed gravity values. GF0144 GF0144; North East Units Scale Factor Converg. GF0144;SPC AR N - 215,523.422 352,532.340 MT 1.00000846 -0 18 26.7 GF0144;UTM 15 - 4,014,530.440 542,365.561 MT 0.99962211 +0 16 44.7 GF0144 GF0144! - Elev Factor x Scale Factor = Combined Factor GF0144!SPC AR N - 0.99997500 x 1.00000846 = 0.99998346 GF0144!UTM 15 - 0.99997500 x 0.99962211 = 0.99959712 GF0144 GF0144: Primary Azimuth Mark Grid Az GF0144:SPC AR N - COTTER AZ MK 014 55 07.7 GF0144:UTM 15 - COTTER AZ MK 014 19 56.3 GF0144 GF0144|---------------------------------------------------------------------| GF0144| PID Reference Object Distance Geod. Az | GF0144| dddmmss.s | GF0144| CI0657 COTTER RM 1 12.682 METERS 01400 | GF0144| CI0656 COTTER AZ MK 0143641.0 | GF0144| GF0694 COTTER MUNICIPAL TANK 110.392 METERS 22609 | GF0144| CI0658 COTTER RM 2 12.918 METERS 24652 | GF0144| GF0698 FLIPPIN MUNICIPAL AIRPORT BCN APPROX. 5.6 KM 2884517.2 | GF0144|---------------------------------------------------------------------| GF0144 GF0144 SUPERSEDED SURVEY CONTROL GF0144 GF0144 NAD 83(1986)- 36 16 29.25222(N) 092 31 41.87414(W) AD( ) 3 GF0144 NAD 27 - 36 16 29.00800(N) 092 31 41.28900(W) AD( ) 3 GF0144 NGVD 29 (??/??/92) 187.60 (m) 615.5 (f) COMPUTED 2 0 GF0144 GF0144.Superseded values are not recommended for survey control. GF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0144.See file dsdata.txt to determine how the superseded data were derived. GF0144 GF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4236614530(NAD 83) GF0144_MARKER: DB = BENCH MARK DISK GF0144_SETTING: 36 = BUILDING GF0144_STAMPING: COTTER 1934 GF0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GF0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0144+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004 GF0144 GF0144 HISTORY - Date Condition Report By GF0144 HISTORY - 1934 MONUMENTED CGS GF0144 HISTORY - 1954 GOOD CGS GF0144 HISTORY - 1964 GOOD USFS GF0144 HISTORY - 1965 GOOD CGS GF0144 HISTORY - 1979 GOOD DOD GF0144 HISTORY - 20040831 GOOD USPSQD GF0144 GF0144 STATION DESCRIPTION GF0144 GF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0144'IN COTTER. GF0144'AT THE COTTER PUBLIC SCHOOL, IN THE SOUTH FACE OF THE SOUTHWEST GF0144'CORNER OF THE BUILDING, 4 FT. ABOVE THE GROUND AND 3.5 FEET GF0144'EAST OF THE CORNER OF BUILDING. TABLET SET VERTICALLY IN GF0144'CONCRETE SCHOOL BUILDING. GF0144 GF0144 STATION RECOVERY (1954) GF0144 GF0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM) GF0144'THE STATION IS LOCATED NEAR THE SITE OF THE COTTER MUNICIPAL GF0144'WATER TANK AT THE NORTH EDGE OF THE TOWN OF COTTER, 142 FEET GF0144'NORTH OF A WHITE STUCCO HOUSE, 18 FEET NORTH OF A WIRE GATE, AND GF0144'15.8 FEET NORTH OF A 4 IN X 4 IN WITNESS POST. IT IS FLUSH GF0144'WITH THE GROUND, AND THE DISK IS STAMPED COTTER 1954. GF0144' GF0144'REFERENCE MARK NO. 1 IS ON THE NORTHERLY SLOPE OF THE HILL. GF0144'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED COTTER NO 1 1954. GF0144'REFERENCE MARK NO. 2 IS 11 FEET WEST OF THE WEST EDGE OF THE GF0144'WIRE GATE, AND 3 FEET NORTHEAST OF A 24-INCH OAK TREE. IT GF0144'PROJECTS 1 INCH, AND THE DISK IS STAMPED COTTER NO 2 1954. GF0144' GF0144'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY GF0144'NO. 62, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET EAST GF0144'OF A 4 IN X 4 IN WITNESS POST, AND 6 INCHES NORTH OF A WIRE GF0144'FENCE ENCLOSING AN ORCHARD. IT PROJECTS 2 INCHES, AND THE GF0144'DISK IS STAMPED COTTER 1954. GF0144' GF0144'THE COTTER MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE, GF0144'PAINTED SILVER WITH THE LETTERS COTTER IN BLACK ON THE WEST GF0144'SIDE OF THE TANK PROPER. IT IS ABOUT 125 FEET HIGH. THE POINT GF0144'OBSERVED WAS THE CENTER OF THE BASE OF THE STRUCTURE. GF0144' GF0144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR GF0144'0.05 MILE TO U.S. HIGHWAY NO. 62, THEN RIGHT, NORTHEASTERLY, ON GF0144'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT. GF0144' GF0144'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS. GF0144 GF0144 STATION RECOVERY (1964) GF0144 GF0144'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR) GF0144'STATION FOUND IN GOOD CONDITION AS DESCRIBED. REFERENCE MARKS GF0144'NOT SEARCHED FOR. GF0144 GF0144 STATION RECOVERY (1965) GF0144 GF0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE) GF0144'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD GF0144'CONDITION. THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS AT THE GF0144'SOUTH EDGE OF A ROAD LEADING EAST. A METAL WITNESS POST GF0144'WAS SET 1 FOOT SOUTHEAST OF THE MARK. A METAL WITNESS POST GF0144'WAS ALSO SET 1 FOOT EAST OF THE STATION MARK. GF0144' GF0144'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE GF0144'FOR RECOVERY. GF0144 GF0144 STATION RECOVERY (1979) GF0144 GF0144'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979 GF0144'RECOVERED IN GOOD CONDITION. GF0144 GF0144 STATION RECOVERY (2004) GF0144 GF0144'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0144'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0694 *********************************************************************** GF0694 DESIGNATION - COTTER MUNICIPAL TANK GF0694 PID - GF0694 GF0694 STATE/COUNTY- AR/BAXTER GF0694 USGS QUAD - COTTER (1981) GF0694 GF0694 *CURRENT SURVEY CONTROL GF0694 ___________________________________________________________________ GF0694* NAD 83(1997)- 36 16 26.75865(N) 092 31 45.06172(W) ADJUSTED GF0694* NAVD 88 - GF0694 ___________________________________________________________________ GF0694 LAPLACE CORR- 0.30 (seconds) DEFLEC99 GF0694 GEOID HEIGHT- -28.43 (meters) GEOID03 GF0694 GF0694 HORZ ORDER - THIRD GF0694 GF0694.The horizontal coordinates were established by classical geodetic methods GF0694.and adjusted by the National Geodetic Survey in September 1999. GF0694 GF0694 GF0694.The Laplace correction was computed from DEFLEC99 derived deflections. GF0694 GF0694.The geoid height was determined by GEOID03. GF0694 GF0694; North East Units Scale Factor Converg. GF0694;SPC AR N - 215,447.366 352,452.327 MT 1.00000831 -0 18 28.6 GF0694;UTM 15 - 4,014,453.599 542,286.361 MT 0.99962203 +0 16 42.8 GF0694 GF0694 SUPERSEDED SURVEY CONTROL GF0694 GF0694 NAD 83(1986)- 36 16 26.77089(N) 092 31 45.06354(W) AD( ) 4 GF0694 NAD 27 - 36 16 26.52600(N) 092 31 44.47800(W) AD( ) 3 GF0694 GF0694.Superseded values are not recommended for survey control. GF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0694.See file dsdata.txt to determine how the superseded data were derived. GF0694 GF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4228614454(NAD 83) GF0694_MARKER: 53 = ELEVATED TANK GF0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GF0694+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004 GF0694 GF0694 HISTORY - Date Condition Report By GF0694 HISTORY - 1954 FIRST OBSERVED CGS GF0694 HISTORY - 1964 GOOD USFS GF0694 HISTORY - 20040831 GOOD USPSQD GF0694 GF0694 STATION DESCRIPTION GF0694 GF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) GF0694'THE STATION IS LOCATED NEAR THE NORTH EDGE OF THE TOWN OF GF0694'COTTER. IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER GF0694'WITH THE LETTERS COTTER IN BLACK ON THE WEST SIDE OF THE GF0694'TANK PROPER. IT IS ABOUT 125 FEET HIGH. THE POINT OBSERVED GF0694'WAS THE CENTER OF THE BASE OF THE STRUCTURE. IT IS LOCATED GF0694'BY DISTANCE AND DIRECTION FROM TRIANGULATION STATION COTTER GF0694'AND THE DISTANCE WAS FOUND TO BE 362.17 FEET (110.390 METERS). GF0694 GF0694 STATION RECOVERY (1964) GF0694 GF0694'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR) GF0694'THE TANK WAS FOUND AS DESCRIBED. GF0694 GF0694 STATION RECOVERY (2004) GF0694 GF0694'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0694'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0084 *********************************************************************** GF0084 DESIGNATION - S 36 GF0084 PID - GF0084 GF0084 STATE/COUNTY- AR/BAXTER GF0084 USGS QUAD - MOUNTAIN HOME WEST (1981) GF0084 GF0084 *CURRENT SURVEY CONTROL GF0084 ___________________________________________________________________ GF0084* NAD 83(1986)- 36 18 37. (N) 092 28 42. (W) SCALED GF0084* NAVD 88 - 227.785 (meters) 747.32 (feet) ADJUSTED GF0084 ___________________________________________________________________ GF0084 GEOID HEIGHT- -28.42 (meters) GEOID03 GF0084 DYNAMIC HT - 227.591 (meters) 746.69 (feet) COMP GF0084 MODELED GRAV- 979,773.2 (mgal) NAVD 88 GF0084 GF0084 VERT ORDER - SECOND CLASS 0 GF0084 GF0084.The horizontal coordinates were scaled from a topographic map and have GF0084.an estimated accuracy of +/- 6 seconds. GF0084 GF0084.The orthometric height was determined by differential leveling GF0084.and adjusted by the National Geodetic Survey in June 1991. GF0084 GF0084.The geoid height was determined by GEOID03. GF0084 GF0084.The dynamic height is computed by dividing the NAVD 88 GF0084.geopotential number by the normal gravity value computed on the GF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0084.degrees latitude (g = 980.6199 gals.). GF0084 GF0084.The modeled gravity was interpolated from observed gravity values. GF0084 GF0084; North East Units Estimated Accuracy GF0084;SPC AR N - 219,440. 357,040. MT (+/- 180 meters Scaled) GF0084 GF0084 SUPERSEDED SURVEY CONTROL GF0084 GF0084 NGVD 29 (??/??/92) 227.671 (m) 746.95 (f) ADJ UNCH 2 0 GF0084 GF0084.Superseded values are not recommended for survey control. GF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0084.See file dsdata.txt to determine how the superseded data were derived. GF0084 GF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA468184(NAD 83) GF0084_MARKER: DB = BENCH MARK DISK GF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0084_STAMPING: S-36 1934 GF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0084+STABILITY: SURFACE MOTION GF0084 GF0084 HISTORY - Date Condition Report By GF0084 HISTORY - 1934 MONUMENTED CGS GF0084 HISTORY - 1965 MARK NOT FOUND USGS GF0084 HISTORY - 20040831 MARK NOT FOUND USPSQD GF0084 GF0084 STATION DESCRIPTION GF0084 GF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0084'2.1 MI NE FROM GASSVILLE. GF0084'2.1 MILES NORTHEAST OF ALONG ST. HWY 125 345 FEET SOUTHWEST OF DIM GF0084'ROAD AND AT P.P. DUNBARS MAIL BOX, 285 FEET SOUTHEAST OF GF0084'CULVERT IN HIGHWAY AT FOOT OF HILL, 37 FEET SOUTHWEST OF FENCE GF0084'CORNER, 43 FEET SOUTHEAST OF HIGHWAY CENTERLINE, 1 FT. NORTHWEST GF0084'OF PROPERTY LINE FENCE. TABLET SET IN PRECAST CONCRETE POST. GF0084 GF0084 STATION RECOVERY (1965) GF0084 GF0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 GF0084'MARK NOT FOUND. GF0084 GF0084 STATION RECOVERY (2004) GF0084 GF0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0084'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0139 *********************************************************************** GF0139 DESIGNATION - U 37 GF0139 PID - GF0139 GF0139 STATE/COUNTY- AR/BAXTER GF0139 USGS QUAD - COTTER (1981) GF0139 GF0139 *CURRENT SURVEY CONTROL GF0139 ___________________________________________________________________ GF0139* NAD 83(1986)- 36 16 00. (N) 092 32 29. (W) SCALED GF0139* NAVD 88 - 142.711 (meters) 468.21 (feet) ADJUSTED GF0139 ___________________________________________________________________ GF0139 GEOID HEIGHT- -28.43 (meters) GEOID03 GF0139 DYNAMIC HT - 142.590 (meters) 467.81 (feet) COMP GF0139 MODELED GRAV- 979,780.1 (mgal) NAVD 88 GF0139 GF0139 VERT ORDER - SECOND CLASS 0 GF0139 GF0139.The horizontal coordinates were scaled from a topographic map and have GF0139.an estimated accuracy of +/- 6 seconds. GF0139 GF0139.The orthometric height was determined by differential leveling GF0139.and adjusted by the National Geodetic Survey in June 1991. GF0139 GF0139.The geoid height was determined by GEOID03. GF0139 GF0139.The dynamic height is computed by dividing the NAVD 88 GF0139.geopotential number by the normal gravity value computed on the GF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0139.degrees latitude (g = 980.6199 gals.). GF0139 GF0139.The modeled gravity was interpolated from observed gravity values. GF0139 GF0139; North East Units Estimated Accuracy GF0139;SPC AR N - 214,630. 351,350. MT (+/- 180 meters Scaled) GF0139 GF0139 SUPERSEDED SURVEY CONTROL GF0139 GF0139 NGVD 29 (??/??/92) 142.600 (m) 467.85 (f) ADJ UNCH 2 0 GF0139 GF0139.Superseded values are not recommended for survey control. GF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0139.See file dsdata.txt to determine how the superseded data were derived. GF0139 GF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA411136(NAD 83) GF0139_MARKER: DB = BENCH MARK DISK GF0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0139_STAMPING: U 37 1934 GF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0139+STABILITY: SURFACE MOTION GF0139 GF0139 HISTORY - Date Condition Report By GF0139 HISTORY - 1934 MONUMENTED CGS GF0139 HISTORY - 1971 MARK NOT FOUND USGS GF0139 HISTORY - 20040831 MARK NOT FOUND USPSQD GF0139 GF0139 STATION DESCRIPTION GF0139 GF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0139'0.7 MI NE FROM COTTER. GF0139'ABOUT .7 MILE NORTHEAST OF COTTER, 0.9 MILE NORTHWEST OF THE GF0139'STATION, 330 FEET SOUTHEAST OF POLE 382-10 AND THE CONCRETE GF0139'HIGHWAY BRIDGE OVER RAILROAD AND WHITE RIVER, 135 FEET NORTHWEST GF0139'OF INTERSECTION OF CENTERLINES OF RAILROAD AND GRADE CROSSING, GF0139'17.5 FEET NORTHEAST OF R/W FENCE. TABLET SET IN PRECAST CONCRETE GF0139'POST. GF0139 GF0139 STATION RECOVERY (1971) GF0139 GF0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 GF0139'MARK NOT FOUND. GF0139 GF0139 STATION RECOVERY (2004) GF0139 GF0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0139'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0142 *********************************************************************** GF0142 DESIGNATION - V 36 GF0142 PID - GF0142 GF0142 STATE/COUNTY- AR/BAXTER GF0142 USGS QUAD - COTTER (1981) GF0142 GF0142 *CURRENT SURVEY CONTROL GF0142 ___________________________________________________________________ GF0142* NAD 83(1986)- 36 17 03. (N) 092 30 01. (W) SCALED GF0142* NAVD 88 - 217.874 (meters) 714.81 (feet) ADJUSTED GF0142 ___________________________________________________________________ GF0142 GEOID HEIGHT- -28.42 (meters) GEOID03 GF0142 DYNAMIC HT - 217.688 (meters) 714.20 (feet) COMP GF0142 MODELED GRAV- 979,775.4 (mgal) NAVD 88 GF0142 GF0142 VERT ORDER - SECOND CLASS 0 GF0142 GF0142.The horizontal coordinates were scaled from a topographic map and have GF0142.an estimated accuracy of +/- 6 seconds. GF0142 GF0142.The orthometric height was determined by differential leveling GF0142.and adjusted by the National Geodetic Survey in June 1991. GF0142 GF0142.The geoid height was determined by GEOID03. GF0142 GF0142.The dynamic height is computed by dividing the NAVD 88 GF0142.geopotential number by the normal gravity value computed on the GF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0142.degrees latitude (g = 980.6199 gals.). GF0142 GF0142.The modeled gravity was interpolated from observed gravity values. GF0142 GF0142; North East Units Estimated Accuracy GF0142;SPC AR N - 216,550. 355,060. MT (+/- 180 meters Scaled) GF0142 GF0142 SUPERSEDED SURVEY CONTROL GF0142 GF0142 NGVD 29 (??/??/92) 217.762 (m) 714.44 (f) ADJ UNCH 2 0 GF0142 GF0142.Superseded values are not recommended for survey control. GF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0142.See file dsdata.txt to determine how the superseded data were derived. GF0142 GF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA448155(NAD 83) GF0142_MARKER: DB = BENCH MARK DISK GF0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0142_STAMPING: V-36 1934 GF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0142+STABILITY: SURFACE MOTION GF0142 GF0142 HISTORY - Date Condition Report By GF0142 HISTORY - 1934 MONUMENTED CGS GF0142 HISTORY - 1965 MARK NOT FOUND USGS GF0142 HISTORY - 20040831 MARK NOT FOUND USPSQD GF0142 GF0142 STATION DESCRIPTION GF0142 GF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0142'0.7 MI W FROM GASSVILLE. GF0142'AT DRIVEWAY NORTH TO FARM, 130 FEET EAST OF PIPE-CULVERT 2 FT. GF0142'IN DIAMETER, 43 FEET NORTHEAST OF HIGHWAY CENTERLINE, 35 FEET GF0142'SOUTHEAST OF THE DRIVEWAY CENTERLINE, 45 FEET NORTH OF INTERSECTION GF0142'OF HIGHWAY CENTERLINE AND POWER LINE PASSING OVER HIGHWAY, 5 GF0142'FEET NORTH OF FENCE CORNER. TABLET SET IN PRECAST CONCRETE GF0142'POST. GF0142 GF0142 STATION RECOVERY (1965) GF0142 GF0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 GF0142'MARK NOT FOUND. GF0142 GF0142 STATION RECOVERY (2004) GF0142 GF0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0142'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0140 *********************************************************************** GF0140 DESIGNATION - V 37 GF0140 PID - GF0140 GF0140 STATE/COUNTY- AR/BAXTER GF0140 USGS QUAD - COTTER (1981) GF0140 GF0140 *CURRENT SURVEY CONTROL GF0140 ___________________________________________________________________ GF0140* NAD 83(1986)- 36 16 05. (N) 092 31 49. (W) SCALED GF0140* NAVD 88 - 136.355 (meters) 447.36 (feet) ADJUSTED GF0140 ___________________________________________________________________ GF0140 GEOID HEIGHT- -28.43 (meters) GEOID03 GF0140 DYNAMIC HT - 136.238 (meters) 446.97 (feet) COMP GF0140 MODELED GRAV- 979,779.0 (mgal) NAVD 88 GF0140 GF0140 VERT ORDER - SECOND CLASS 0 GF0140 GF0140.The horizontal coordinates were scaled from a topographic map and have GF0140.an estimated accuracy of +/- 6 seconds. GF0140 GF0140.The orthometric height was determined by differential leveling GF0140.and adjusted by the National Geodetic Survey in June 1991. GF0140 GF0140.The geoid height was determined by GEOID03. GF0140 GF0140.The dynamic height is computed by dividing the NAVD 88 GF0140.geopotential number by the normal gravity value computed on the GF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0140.degrees latitude (g = 980.6199 gals.). GF0140 GF0140.The modeled gravity was interpolated from observed gravity values. GF0140 GF0140; North East Units Estimated Accuracy GF0140;SPC AR N - 214,780. 352,350. MT (+/- 180 meters Scaled) GF0140 GF0140 SUPERSEDED SURVEY CONTROL GF0140 GF0140 NGVD 29 (??/??/92) 136.245 (m) 447.00 (f) ADJ UNCH 2 0 GF0140 GF0140.Superseded values are not recommended for survey control. GF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0140.See file dsdata.txt to determine how the superseded data were derived. GF0140 GF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA421137(NAD 83) GF0140_MARKER: DB = BENCH MARK DISK GF0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0140_STAMPING: V-37 1934 GF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0140+STABILITY: SURFACE MOTION GF0140 GF0140 HISTORY - Date Condition Report By GF0140 HISTORY - 1934 MONUMENTED CGS GF0140 HISTORY - 1971 MARK NOT FOUND USGS GF0140 HISTORY - 20040831 MARK NOT FOUND USPSQD GF0140 GF0140 STATION DESCRIPTION GF0140 GF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GF0140'AT COTTER. GF0140'AT COTTER, AT THE RAILROAD PASSENGER STATION, 44 FEET WEST GF0140'OF THE SOUTHWEST CORNER OF THE STATION, 41.5 FEET NORTHWEST GF0140'OF RAILROAD CENTERLINE, 5.5 FEET WEST OF COAL SHED, 14.1 FEET GF0140'SOUTHEAST OF CENTERLINE OF SIDETRACK AT THE NORTH SIDE OF GF0140'STATION, TABLET SET IN PRECAST CONCRETE POST. GF0140 GF0140 STATION RECOVERY (1971) GF0140 GF0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 GF0140'MARK NOT FOUND. GF0140 GF0140 STATION RECOVERY (2004) GF0140 GF0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0140'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 GF0141 *********************************************************************** GF0141 DESIGNATION - W 37 GF0141 PID - GF0141 GF0141 STATE/COUNTY- AR/BAXTER GF0141 USGS QUAD - COTTER (1981) GF0141 GF0141 *CURRENT SURVEY CONTROL GF0141 ___________________________________________________________________ GF0141* NAD 83(1986)- 36 15 43. (N) 092 30 08. (W) SCALED GF0141* NAVD 88 - 135.194 (meters) 443.55 (feet) ADJUSTED GF0141 ___________________________________________________________________ GF0141 GEOID HEIGHT- -28.42 (meters) GEOID03 GF0141 DYNAMIC HT - 135.078 (meters) 443.17 (feet) COMP GF0141 MODELED GRAV- 979,773.3 (mgal) NAVD 88 GF0141 GF0141 VERT ORDER - SECOND CLASS 0 GF0141 GF0141.The horizontal coordinates were scaled from a topographic map and have GF0141.an estimated accuracy of +/- 6 seconds. GF0141 GF0141.The orthometric height was determined by differential leveling GF0141.and adjusted by the National Geodetic Survey in June 1991. GF0141 GF0141.The geoid height was determined by GEOID03. GF0141 GF0141.The dynamic height is computed by dividing the NAVD 88 GF0141.geopotential number by the normal gravity value computed on the GF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GF0141.degrees latitude (g = 980.6199 gals.). GF0141 GF0141.The modeled gravity was interpolated from observed gravity values. GF0141 GF0141; North East Units Estimated Accuracy GF0141;SPC AR N - 214,090. 354,870. MT (+/- 180 meters Scaled) GF0141 GF0141 SUPERSEDED SURVEY CONTROL GF0141 GF0141 NGVD 29 (??/??/92) 135.085 (m) 443.19 (f) ADJ UNCH 2 0 GF0141 GF0141.Superseded values are not recommended for survey control. GF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0141.See file dsdata.txt to determine how the superseded data were derived. GF0141 GF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA447131(NAD 83) GF0141_MARKER: DB = BENCH MARK DISK GF0141_SETTING: 66 = SET IN ROCK OUTCROP GF0141_STAMPING: W-37 1934 GF0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GF0141+STABILITY: POSITION/ELEVATION WELL GF0141 GF0141 HISTORY - Date Condition Report By GF0141 HISTORY - 1934 MONUMENTED CGS GF0141 HISTORY - 1935 MARK NOT FOUND NGS GF0141 HISTORY - 1972 MARK NOT FOUND USGS GF0141 HISTORY - 20040831 MARK NOT FOUND USPSQD GF0141 GF0141 STATION DESCRIPTION GF0141 GF0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 GF0141'1.7 MI SE FROM COTTER. GF0141'1.7 MILES SOUTHEAST OF ALONG MISSOURI RY ABOUT 0.1 MILE SOUTHEAST GF0141'OF POLE 380, 60 FEET SOUTHEAST AND BELOW POLE MARKED L-18, GF0141'12.5 FEET NORTHEAST OF RAILROAD CENTERLINE, 1 FT. ABOVE TOP GF0141'OF RAILS, STANDARD TABLET SET IN TOP OF LIMESTONE LEDGE OF CLIFF. GF0141 GF0141 STATION RECOVERY (1972) GF0141 GF0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GF0141'MARK NOT FOUND. GF0141 GF0141 STATION RECOVERY (2004) GF0141 GF0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) GF0141'MARK NOT FOUND.