1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0810 *********************************************************************** FF0810 DESIGNATION - A 184 FF0810 PID - FF0810 FF0810 STATE/COUNTY- AR/CRAIGHEAD FF0810 USGS QUAD - NEEDHAM (1983) FF0810 FF0810 *CURRENT SURVEY CONTROL FF0810 ___________________________________________________________________ FF0810* NAD 83(1986)- 35 49 08. (N) 090 30 46. (W) SCALED FF0810* NAVD 88 - 72.309 (meters) 237.23 (feet) POSTED FF0810 ___________________________________________________________________ FF0810 GEOID HEIGHT- -27.87 (meters) GEOID99 FF0810 DYNAMIC HT - 72.250 (meters) 237.04 (feet) COMP FF0810 MODELED GRAV- 979,781.2 (mgal) NAVD 88 FF0810 FF0810 VERT ORDER - * POSTED, Code B , SEE BELOW FF0810 FF0810.The horizontal coordinates were scaled from a topographic map and have FF0810.an estimated accuracy of +/- 6 seconds. FF0810 FF0810.The orthometric height was determined by differential leveling FF0810.and adjusted by the National Geodetic Survey in 1992. FF0810.* This is a POSTED BENCH MARK height. Code B indicates a distribution FF0810.rate of 1.1 thru 2.0 mm/km. FF0810 FF0810.The geoid height was determined by GEOID99. FF0810 FF0810.The dynamic height is computed by dividing the NAVD 88 FF0810.geopotential number by the normal gravity value computed on the FF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0810.degrees latitude (g = 980.6199 gals.). FF0810 FF0810.The modeled gravity was interpolated from observed gravity values. FF0810 FF0810; North East Units Estimated Accuracy FF0810;SPC AR N - 165,830. 534,390. MT (+/- 180 meters Scaled) FF0810 FF0810 SUPERSEDED SURVEY CONTROL FF0810 FF0810 NGVD 29 - 72.244 (m) 237.02 (f) ADJUSTED 1 2 FF0810 FF0810.Superseded values are not recommended for survey control. FF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0810.See file dsdata.txt to determine how the superseded data were derived. FF0810 FF0810_MARKER: DB = BENCH MARK DISK FF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0810_STAMPING: A 184 1956 FF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0810+STABILITY: SURFACE MOTION FF0810 FF0810 HISTORY - Date Condition Report By FF0810 HISTORY - 1956 MONUMENTED CGS FF0810 HISTORY - 20020814 MARK NOT FOUND USACE FF0810 FF0810 STATION DESCRIPTION FF0810 FF0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0810'4.4 MI W FROM LAKE CITY. FF0810'4.35 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0810'THE CITY WATER TOWER AT LAKE CITY, ABOUT 1.26 MILES EAST OF ROAD FF0810'CROSSING AT NEEDHAM, ABOUT 0.2 MILE WEST OF CROSSING OF PEKIN FF0810'ROAD, 25.7 FEET SOUTH OF SOUTH RAIL, 92 1/2 FEET SOUTHWEST AND FF0810'ACROSS TRACK FROM TELEPHONE POLE NO. 1580, 11.3 FEET WEST OF A FF0810'TELEPHONE POLE, 17 FEET NORTH OF CENTER LINE OF A FIELD ROAD FF0810'PARALLEL TO TRACK, 176 FEET EAST-NORTHEAST OF NORTH CORNER OF A FF0810'PLANK BRIDGE ON FIELD ROAD ACROSS A DITCH, 2 1/2 FEET NORTH OF A FF0810'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK FF0810'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF0810 FF0810 STATION RECOVERY (2002) FF0810 FF0810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0810'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0849 *********************************************************************** FF0849 DESIGNATION - A 186 FF0849 PID - FF0849 FF0849 STATE/COUNTY- AR/CRAIGHEAD FF0849 USGS QUAD - OTWELL (1980) FF0849 FF0849 *CURRENT SURVEY CONTROL FF0849 ___________________________________________________________________ FF0849* NAD 83(1986)- 35 43 12. (N) 090 50 28. (W) SCALED FF0849* NAVD 88 - 76.704 (meters) 251.65 (feet) ADJUSTED FF0849 ___________________________________________________________________ FF0849 GEOID HEIGHT- -27.62 (meters) GEOID99 FF0849 DYNAMIC HT - 76.638 (meters) 251.44 (feet) COMP FF0849 MODELED GRAV- 979,777.2 (mgal) NAVD 88 FF0849 FF0849 VERT ORDER - FIRST CLASS II FF0849 FF0849.The horizontal coordinates were scaled from a topographic map and have FF0849.an estimated accuracy of +/- 6 seconds. FF0849 FF0849.The orthometric height was determined by differential leveling FF0849.and adjusted by the National Geodetic Survey in June 1991. FF0849 FF0849.The geoid height was determined by GEOID99. FF0849 FF0849.The dynamic height is computed by dividing the NAVD 88 FF0849.geopotential number by the normal gravity value computed on the FF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0849.degrees latitude (g = 980.6199 gals.). FF0849 FF0849.The modeled gravity was interpolated from observed gravity values. FF0849 FF0849; North East Units Estimated Accuracy FF0849;SPC AR N - 154,460. 504,850. MT (+/- 180 meters Scaled) FF0849 FF0849 SUPERSEDED SURVEY CONTROL FF0849 FF0849 NGVD 29 - 76.633 (m) 251.42 (f) ADJUSTED 1 2 FF0849 FF0849.Superseded values are not recommended for survey control. FF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0849.See file dsdata.txt to determine how the superseded data were derived. FF0849 FF0849_MARKER: DB = BENCH MARK DISK FF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0849_STAMPING: A 186 1956 FF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0849+STABILITY: SURFACE MOTION FF0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0849+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FF0849 FF0849 HISTORY - Date Condition Report By FF0849 HISTORY - 1956 MONUMENTED CGS FF0849 HISTORY - 20020821 GOOD USACE FF0849 FF0849 STATION DESCRIPTION FF0849 FF0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0849'4.2 MI S FROM GIBSON. FF0849'4.2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0849'THE ROAD CROSSING AT GIBSON, ABOUT 0.5 MILE SOUTH OF ROAD CROSSING FF0849'AT OTWELL, ABOUT 0.2 MILE NORTHEAST OF MILE POLE 138, AT A ROAD FF0849'CROSSING, WEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 137/24, FF0849'46 FEET WEST OF WEST RAIL OF MAIN TRACK, 67 FEET WEST-SOUTHWEST FF0849'OF CENTER OF CROSSING, 25 FEET SOUTH OF CENTER LINE OF ROAD, FF0849'12.8 FEET NORTHEAST OF POWER POLE NO. 1015, 4 FEET SOUTH OF A FF0849'FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A FF0849'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK FF0849'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. FF0849 FF0849 STATION RECOVERY (2002) FF0849 FF0849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0849'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0722 *********************************************************************** FF0722 DESIGNATION - A 3 FF0722 PID - FF0722 FF0722 STATE/COUNTY- AR/CRAIGHEAD FF0722 USGS QUAD - BONO (1980) FF0722 FF0722 *CURRENT SURVEY CONTROL FF0722 ___________________________________________________________________ FF0722* NAD 83(1986)- 35 57 14. (N) 090 49 34. (W) SCALED FF0722* NAVD 88 - 76.733 (meters) 251.75 (feet) ADJUSTED FF0722 ___________________________________________________________________ FF0722 GEOID HEIGHT- -27.82 (meters) GEOID99 FF0722 DYNAMIC HT - 76.670 (meters) 251.54 (feet) COMP FF0722 MODELED GRAV- 979,800.6 (mgal) NAVD 88 FF0722 FF0722 VERT ORDER - FIRST CLASS II FF0722 FF0722.The horizontal coordinates were scaled from a topographic map and have FF0722.an estimated accuracy of +/- 6 seconds. FF0722 FF0722.The orthometric height was determined by differential leveling FF0722.and adjusted by the National Geodetic Survey in June 1991. FF0722 FF0722.The geoid height was determined by GEOID99. FF0722 FF0722.The dynamic height is computed by dividing the NAVD 88 FF0722.geopotential number by the normal gravity value computed on the FF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0722.degrees latitude (g = 980.6199 gals.). FF0722 FF0722.The modeled gravity was interpolated from observed gravity values. FF0722 FF0722; North East Units Estimated Accuracy FF0722;SPC AR N - 180,420. 505,900. MT (+/- 180 meters Scaled) FF0722 FF0722 SUPERSEDED SURVEY CONTROL FF0722 FF0722 NGVD 29 - 76.652 (m) 251.48 (f) ADJUSTED 1 2 FF0722 FF0722.Superseded values are not recommended for survey control. FF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0722.See file dsdata.txt to determine how the superseded data were derived. FF0722 FF0722_MARKER: DB = BENCH MARK DISK FF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0722_STAMPING: A 3 1928 251.446 FF0722_MARK LOGO: CGS FF0722_MAGNETIC: N = NO MAGNETIC MATERIAL FF0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0722+STABILITY: SURFACE MOTION FF0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0722+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF0722 FF0722 HISTORY - Date Condition Report By FF0722 HISTORY - 1928 MONUMENTED CGS FF0722 HISTORY - 1944 GOOD CGS FF0722 HISTORY - 19920323 GOOD NGS FF0722 HISTORY - 20020827 GOOD USACE FF0722 FF0722 STATION DESCRIPTION FF0722 FF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 FF0722'3.3 MI NW FROM BONO. FF0722'3.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, FF0722'FROM THE STATION AT BONO, CRAIGHEAD COUNTY, 51 FEET NORTHWEST OF FF0722'THE STATION SIGN AT PAULS, 7.5 FEET WEST OF POLE 408/23, 24 FEET FF0722'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, IN LINE WITH A FF0722'ROW OF POLES, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL. FF0722'A STANDARD DISK, STAMPED 251.466 A 3 1928 AND SET IN THE TOP OF A FF0722'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. FF0722 FF0722 STATION RECOVERY (1992) FF0722 FF0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0722'4.2 KM (2.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF0722'IN SEDGWICK, 42.6 M (139.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, FF0722'15.5 M (50.9 FT) WEST OF THE WEST CORNER OF A GARAGE, 8.3 M FF0722'(27.2 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN FF0722'RAILROAD, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD, FF0722'2.2 M (7.2 FT) NORTHWEST OF A UTILITY POLE, 1.9 M (6.2 FT) BELOW THE FF0722'LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND FF0722'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. FF0722 FF0722 STATION RECOVERY (2002) FF0722 FF0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0722'THE STATION IS 1 FT S OF CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2195 *********************************************************************** FF2195 DESIGNATION - A 315 FF2195 PID - FF2195 FF2195 STATE/COUNTY- AR/CRAIGHEAD FF2195 USGS QUAD - NEEDHAM (1983) FF2195 FF2195 *CURRENT SURVEY CONTROL FF2195 ___________________________________________________________________ FF2195* NAD 83(1986)- 35 46 28. (N) 090 35 58. (W) SCALED FF2195* NAVD 88 - 70.181 (meters) 230.25 (feet) ADJUSTED FF2195 ___________________________________________________________________ FF2195 GEOID HEIGHT- -27.77 (meters) GEOID99 FF2195 DYNAMIC HT - 70.121 (meters) 230.06 (feet) COMP FF2195 MODELED GRAV- 979,777.6 (mgal) NAVD 88 FF2195 FF2195 VERT ORDER - FIRST CLASS II FF2195 FF2195.The horizontal coordinates were scaled from a topographic map and have FF2195.an estimated accuracy of +/- 6 seconds. FF2195 FF2195.The orthometric height was determined by differential leveling FF2195.and adjusted by the National Geodetic Survey in January 1995. FF2195 FF2195.The geoid height was determined by GEOID99. FF2195 FF2195.The dynamic height is computed by dividing the NAVD 88 FF2195.geopotential number by the normal gravity value computed on the FF2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2195.degrees latitude (g = 980.6199 gals.). FF2195 FF2195.The modeled gravity was interpolated from observed gravity values. FF2195 FF2195; North East Units Estimated Accuracy FF2195;SPC AR N - 160,780. 526,630. MT (+/- 180 meters Scaled) FF2195 FF2195 SUPERSEDED SURVEY CONTROL FF2195 FF2195 NGVD 29 - 70.102 (m) 229.99 (f) ADJUSTED 1 2 FF2195 FF2195.Superseded values are not recommended for survey control. FF2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2195.See file dsdata.txt to determine how the superseded data were derived. FF2195 FF2195_MARKER: I = METAL ROD FF2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2195_STAMPING: A 315 1990 FF2195_MARK LOGO: NGS FF2195_PROJECTION: FLUSH FF2195_MAGNETIC: I = MARKER IS A STEEL ROD FF2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2195+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF2195_ROD/PIPE-DEPTH: 4.8 meters FF2195 FF2195 HISTORY - Date Condition Report By FF2195 HISTORY - 1990 MONUMENTED NGS FF2195 HISTORY - 20020814 GOOD USACE FF2195 FF2195 STATION DESCRIPTION FF2195 FF2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2195'4.5 KM (2.80 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF2195'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, 58.4 M (191.6 FT) FF2195'SOUTHWEST OF THE NEAR RAIL, 34.1 M (111.9 FT) SOUTHWEST OF THE FF2195'CENTERLINE OF U.S. HIGHWAY 63, 31.2 M (102.4 FT) NORTHEAST OF THE FF2195'NORTH CORNER OF THE PAYTON CRANE RENTAL OFFICE, 24.4 M (80.1 FT) FF2195'SOUTHEAST OF THE CENTER OF A DRIVEWAY AND GATE, 4.9 M (16.1 FT) FF2195'NORTHEAST OF A FENCE, 2.3 M (7.5 FT) NORTH-NORTHWEST OF THE WEST FF2195'CORNER OF A CONCRETE FOOTING FOR A SIGN, AND 0.3 M (1.0 FT) BELOW THE FF2195'LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A FF2195'5-INCH LOGO CAP. FF2195 FF2195 STATION RECOVERY (2002) FF2195 FF2195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2195'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0803 *********************************************************************** FF0803 DESIGNATION - B 184 FF0803 PID - FF0803 FF0803 STATE/COUNTY- AR/CRAIGHEAD FF0803 USGS QUAD - NEEDHAM (1983) FF0803 FF0803 *CURRENT SURVEY CONTROL FF0803 ___________________________________________________________________ FF0803* NAD 83(1986)- 35 49 08. (N) 090 30 29. (W) SCALED FF0803* NAVD 88 - 72.422 (meters) 237.60 (feet) POSTED FF0803 ___________________________________________________________________ FF0803 GEOID HEIGHT- -27.88 (meters) GEOID99 FF0803 DYNAMIC HT - 72.360 (meters) 237.40 (feet) COMP FF0803 MODELED GRAV- 979,781.1 (mgal) NAVD 88 FF0803 FF0803 VERT ORDER - * POSTED, Code B , SEE BELOW FF0803 FF0803.The horizontal coordinates were scaled from a topographic map and have FF0803.an estimated accuracy of +/- 6 seconds. FF0803 FF0803.The orthometric height was determined by differential leveling FF0803.and adjusted by the National Geodetic Survey in 1992. FF0803.* This is a POSTED BENCH MARK height. Code B indicates a distribution FF0803.rate of 1.1 thru 2.0 mm/km. FF0803 FF0803.The geoid height was determined by GEOID99. FF0803 FF0803.The dynamic height is computed by dividing the NAVD 88 FF0803.geopotential number by the normal gravity value computed on the FF0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0803.degrees latitude (g = 980.6199 gals.). FF0803 FF0803.The modeled gravity was interpolated from observed gravity values. FF0803 FF0803; North East Units Estimated Accuracy FF0803;SPC AR N - 165,830. 534,810. MT (+/- 180 meters Scaled) FF0803 FF0803 SUPERSEDED SURVEY CONTROL FF0803 FF0803 NGVD 29 - 72.358 (m) 237.39 (f) ADJUSTED 1 2 FF0803 FF0803.Superseded values are not recommended for survey control. FF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0803.See file dsdata.txt to determine how the superseded data were derived. FF0803 FF0803_MARKER: DB = BENCH MARK DISK FF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0803_STAMPING: B 184 1956 FF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0803+STABILITY: SURFACE MOTION FF0803 FF0803 HISTORY - Date Condition Report By FF0803 HISTORY - 1956 MONUMENTED CGS FF0803 HISTORY - 20020814 MARK NOT FOUND USACE FF0803 FF0803 STATION DESCRIPTION FF0803 FF0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0803'4.2 MI W FROM LAKE CITY. FF0803'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0803'THE CITY WATER TOWER AT LAKE CITY, ABOUT 0.9 MILE WEST OF ROAD FF0803'CROSSING AT BOWMAN, AT CROSSING OF PEKIN ROAD, 48 1/2 FEET NORTH FF0803'OF NORTH RAIL, 37 FEET EAST OF CENTER LINE OF ROAD, 37.8 FEET FF0803'WEST-NORTHWEST OF TELEPHONE POLE NO. 1572, 9 FEET EAST OF A FF0803'FENCE CORNER, 15 FEET EAST OF A POWER POLE ON A NORTH-SOUTH FF0803'LINE, 14 FEET WEST OF CENTER OF A GATE IN FENCE LINE, 1 FOOT FF0803'SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS FF0803'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A FF0803'CONCRETE POST PROJECTING 3 INCHES. FF0803 FF0803 STATION RECOVERY (2002) FF0803 FF0803'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0803'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0855 *********************************************************************** FF0855 DESIGNATION - B 186 FF0855 PID - FF0855 FF0855 STATE/COUNTY- AR/CRAIGHEAD FF0855 USGS QUAD - OTWELL (1980) FF0855 FF0855 *CURRENT SURVEY CONTROL FF0855 ___________________________________________________________________ FF0855* NAD 83(1986)- 35 44 30. (N) 090 49 50. (W) SCALED FF0855* NAVD 88 - 76.451 (meters) 250.82 (feet) ADJUSTED FF0855 ___________________________________________________________________ FF0855 GEOID HEIGHT- -27.64 (meters) GEOID99 FF0855 DYNAMIC HT - 76.386 (meters) 250.61 (feet) COMP FF0855 MODELED GRAV- 979,778.9 (mgal) NAVD 88 FF0855 FF0855 VERT ORDER - FIRST CLASS II FF0855 FF0855.The horizontal coordinates were scaled from a topographic map and have FF0855.an estimated accuracy of +/- 6 seconds. FF0855 FF0855.The orthometric height was determined by differential leveling FF0855.and adjusted by the National Geodetic Survey in June 1991. FF0855 FF0855.The geoid height was determined by GEOID99. FF0855 FF0855.The dynamic height is computed by dividing the NAVD 88 FF0855.geopotential number by the normal gravity value computed on the FF0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0855.degrees latitude (g = 980.6199 gals.). FF0855 FF0855.The modeled gravity was interpolated from observed gravity values. FF0855 FF0855; North East Units Estimated Accuracy FF0855;SPC AR N - 156,870. 505,780. MT (+/- 180 meters Scaled) FF0855 FF0855 SUPERSEDED SURVEY CONTROL FF0855 FF0855 NGVD 29 - 76.378 (m) 250.58 (f) ADJUSTED 1 2 FF0855 FF0855.Superseded values are not recommended for survey control. FF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0855.See file dsdata.txt to determine how the superseded data were derived. FF0855 FF0855_MARKER: DB = BENCH MARK DISK FF0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0855_STAMPING: B 186 1956 FF0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0855+STABILITY: SURFACE MOTION FF0855 FF0855 HISTORY - Date Condition Report By FF0855 HISTORY - 1956 MONUMENTED CGS FF0855 HISTORY - 20020821 POOR USACE FF0855 FF0855 STATION DESCRIPTION FF0855 FF0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0855'2.6 MI S FROM GIBSON. FF0855'2.6 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0855'THE ROAD CROSSING AT GIBSON, ABOUT 1.1 MILES NORTH OF ROAD FF0855'CROSSING AT OTWELL, ABOUT 5 1/2 TELEPHONE POLES SOUTH OF MILE FF0855'POLE 136, 135 FEET EAST AND ACROSS STATE HIGHWAY 39 FROM THE FF0855'EAST RAIL, 152 FEET EAST AND ACROSS HIGHWAY FROM CENTER OF FF0855'CROSSING OF TRACK AND AN EAST-WEST ROAD, 45 FEET EAST OF CENTER FF0855'LINE OF HIGHWAY, 21 1/2 FEET NORTH OF CENTER LINE OF A DIM FF0855'ROAD EAST, 18 FEET NORTHEAST OF NORTH END OF A 24-INCH METAL PIPE FF0855'CULVERT UNDER DIM ROAD EAST, 7 FEET EAST OF A FENCE CORNER, 1 1/2 FF0855'FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS FF0855'POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A FF0855'CONCRETE POST PROJECTING 3 INCHES. FF0855 FF0855 STATION RECOVERY (2002) FF0855 FF0855'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0855'THE STATION WAS FOUND WITH THE DISK MISSING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0804 *********************************************************************** FF0804 DESIGNATION - BOWMAN AZ MK FF0804 PID - FF0804 FF0804 STATE/COUNTY- AR/CRAIGHEAD FF0804 USGS QUAD - NEEDHAM (1983) FF0804 FF0804 *CURRENT SURVEY CONTROL FF0804 ___________________________________________________________________ FF0804* NAD 83(1986)- 35 49 21. (N) 090 30 12. (W) SCALED FF0804* NAVD 88 - 71.327 (meters) 234.01 (feet) POSTED FF0804 ___________________________________________________________________ FF0804 GEOID HEIGHT- -27.89 (meters) GEOID99 FF0804 DYNAMIC HT - 71.270 (meters) 233.82 (feet) COMP FF0804 MODELED GRAV- 979,781.2 (mgal) NAVD 88 FF0804 FF0804 VERT ORDER - * POSTED, Code NC , SEE BELOW FF0804 FF0804.The horizontal coordinates were scaled from a topographic map and have FF0804.an estimated accuracy of +/- 6 seconds. FF0804 FF0804.The orthometric height was determined by differential leveling FF0804.and adjusted by the National Geodetic Survey in 1992. FF0804.No vertical observational check was made to the station. FF0804.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark FF0804.was located on a no-check spur therefore a value was not computed. FF0804 FF0804.The geoid height was determined by GEOID99. FF0804 FF0804.The dynamic height is computed by dividing the NAVD 88 FF0804.geopotential number by the normal gravity value computed on the FF0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0804.degrees latitude (g = 980.6199 gals.). FF0804 FF0804.The modeled gravity was interpolated from observed gravity values. FF0804 FF0804; North East Units Estimated Accuracy FF0804;SPC AR N - 166,240. 535,230. MT (+/- 180 meters Scaled) FF0804 FF0804 SUPERSEDED SURVEY CONTROL FF0804 FF0804 NGVD 29 - 71.262 (m) 233.80 (f) ADJUSTED 1 2 FF0804 FF0804.Superseded values are not recommended for survey control. FF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0804.See file dsdata.txt to determine how the superseded data were derived. FF0804 FF0804_MARKER: DZ = AZIMUTH MARK DISK FF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0804_STAMPING: BOWMAN 1954 FF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0804+STABILITY: SURFACE MOTION FF0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0804+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF0804 FF0804 HISTORY - Date Condition Report By FF0804 HISTORY - 1954 MONUMENTED CGS FF0804 HISTORY - 1956 GOOD CGS FF0804 HISTORY - 20020814 GOOD USACE FF0804 FF0804 STATION DESCRIPTION FF0804 FF0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0804'4.6 MI NW FROM LAKE CITY. FF0804'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0804'THE CITY WATER TOWER AT LAKE CITY, THENCE ABOUT 0.2 MILE NORTH FF0804'ALONG PEKIN ROAD, THENCE ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY FF0804'18, ABOUT 0.45 MILE WEST OF BOWMAN BAPTIST CHURCH, ABOUT 0.15 FF0804'MILE WEST OF A CONCRETE BRIDGE OVER A DRAINAGE DITCH, 39 FEET FF0804'SOUTH OF CENTER LINE OF HIGHWAY, 97 FEET NORTH-NORTHWEST OF FF0804'NORTHWEST CORNER OF A FARM HOUSE AND IN THE NORTHWEST CORNER OF FF0804'YARD OF HOUSE, 1 1/2 FEET EAST OF A FENCE CORNER, 23 1/2 FEET FF0804'WEST-SOUTHWEST OF WEST END OF A 15-INCH PIPE CULVERT UNDER DRIVE FF0804'TO FARM HOUSE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, FF0804'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF FF0804'A CONCRETE POST PROJECTING 3 INCHES. FF0804 FF0804 STATION RECOVERY (2002) FF0804 FF0804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0804'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0856 *********************************************************************** FF0856 DESIGNATION - C 186 FF0856 PID - FF0856 FF0856 STATE/COUNTY- AR/CRAIGHEAD FF0856 USGS QUAD - HERMAN (1980) FF0856 FF0856 *CURRENT SURVEY CONTROL FF0856 ___________________________________________________________________ FF0856* NAD 83(1986)- 35 45 20. (N) 090 49 33. (W) SCALED FF0856* NAVD 88 - 75.252 (meters) 246.89 (feet) ADJUSTED FF0856 ___________________________________________________________________ FF0856 GEOID HEIGHT- -27.65 (meters) GEOID99 FF0856 DYNAMIC HT - 75.187 (meters) 246.68 (feet) COMP FF0856 MODELED GRAV- 979,780.0 (mgal) NAVD 88 FF0856 FF0856 VERT ORDER - FIRST CLASS II FF0856 FF0856.The horizontal coordinates were scaled from a topographic map and have FF0856.an estimated accuracy of +/- 6 seconds. FF0856 FF0856.The orthometric height was determined by differential leveling FF0856.and adjusted by the National Geodetic Survey in June 1991. FF0856 FF0856.The geoid height was determined by GEOID99. FF0856 FF0856.The dynamic height is computed by dividing the NAVD 88 FF0856.geopotential number by the normal gravity value computed on the FF0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0856.degrees latitude (g = 980.6199 gals.). FF0856 FF0856.The modeled gravity was interpolated from observed gravity values. FF0856 FF0856; North East Units Estimated Accuracy FF0856;SPC AR N - 158,420. 506,180. MT (+/- 180 meters Scaled) FF0856 FF0856 SUPERSEDED SURVEY CONTROL FF0856 FF0856 NGVD 29 - 75.177 (m) 246.64 (f) ADJUSTED 1 2 FF0856 FF0856.Superseded values are not recommended for survey control. FF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0856.See file dsdata.txt to determine how the superseded data were derived. FF0856 FF0856_MARKER: DB = BENCH MARK DISK FF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0856_STAMPING: C 186 1956 FF0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0856+STABILITY: SURFACE MOTION FF0856 FF0856 HISTORY - Date Condition Report By FF0856 HISTORY - 1956 MONUMENTED CGS FF0856 HISTORY - 20020826 MARK NOT FOUND USACE FF0856 FF0856 STATION DESCRIPTION FF0856 FF0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0856'1.6 MI S FROM GIBSON. FF0856'1.55 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0856'THE ROAD CROSSING AT GIBSON, ABOUT 0.15 MILE SOUTH OF MILE POLE FF0856'135, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 135/04 FF0856'AND 135/05, 48 FEET WEST OF WEST RAIL, 76 FEET SOUTHWEST OF CENTER FF0856'OF AN EAST-WEST ROAD CROSSING, 38 FEET SOUTH OF CENTER LINE OF FF0856'ROAD, 29 1/2 FEET SOUTH-SOUTHWEST OF SOUTH END OF A 24-INCH FF0856'CONCRETE PIPE CULVERT UNDER ROAD, 2 FEET SOUTH OF A WHITE WOODEN FF0856'WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN FF0856'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. FF0856 FF0856 STATION RECOVERY (2002) FF0856 FF0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0856'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0777 *********************************************************************** FF0777 DESIGNATION - D 242 FF0777 PID - FF0777 FF0777 STATE/COUNTY- AR/CRAIGHEAD FF0777 USGS QUAD - GREENFIELD (1983) FF0777 FF0777 *CURRENT SURVEY CONTROL FF0777 ___________________________________________________________________ FF0777* NAD 83(1986)- 35 44 00. (N) 090 41 11. (W) SCALED FF0777* NAVD 88 - 82.031 (meters) 269.13 (feet) ADJUSTED FF0777 ___________________________________________________________________ FF0777 GEOID HEIGHT- -27.67 (meters) GEOID99 FF0777 DYNAMIC HT - 81.960 (meters) 268.90 (feet) COMP FF0777 MODELED GRAV- 979,773.5 (mgal) NAVD 88 FF0777 FF0777 VERT ORDER - FIRST CLASS II FF0777 FF0777.The horizontal coordinates were scaled from a topographic map and have FF0777.an estimated accuracy of +/- 6 seconds. FF0777 FF0777.The orthometric height was determined by differential leveling FF0777.and adjusted by the National Geodetic Survey in June 1991. FF0777 FF0777.The geoid height was determined by GEOID99. FF0777 FF0777.The dynamic height is computed by dividing the NAVD 88 FF0777.geopotential number by the normal gravity value computed on the FF0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0777.degrees latitude (g = 980.6199 gals.). FF0777 FF0777.The modeled gravity was interpolated from observed gravity values. FF0777 FF0777; North East Units Estimated Accuracy FF0777;SPC AR N - 156,110. 518,830. MT (+/- 180 meters Scaled) FF0777 FF0777 SUPERSEDED SURVEY CONTROL FF0777 FF0777 NGVD 29 - 81.956 (m) 268.88 (f) ADJUSTED 1 2 FF0777 FF0777.Superseded values are not recommended for survey control. FF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0777.See file dsdata.txt to determine how the superseded data were derived. FF0777 FF0777_MARKER: DB = BENCH MARK DISK FF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0777_STAMPING: D 242 1938 FF0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0777+STABILITY: SURFACE MOTION FF0777 FF0777 HISTORY - Date Condition Report By FF0777 HISTORY - 1938 MONUMENTED CGS FF0777 HISTORY - 1956 GOOD CGS FF0777 HISTORY - 20020821 MARK NOT FOUND USACE FF0777 FF0777 STATION DESCRIPTION FF0777 FF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0777'6.5 MI S FROM NETTLETON. FF0777'6.5 MILES SOUTH ALONG THE MISSOUIR PACIFIC RAILROAD FROM THE FF0777'STATION AT NETTLETON, ABOUT 0.85 MILE SOUTH OF RIDGE (ABANDONED), FF0777'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES 244/21 AND FF0777'244/22, 37 FEET WEST OF WEST RAIL, 16 FEET SOUTH OF CENTER LINE FF0777'OF A DIM CROSS ROAD, 17 FEET SOUTHWEST OF CROSSING WARNING FF0777'SIGN, 3 FEET SOUTH OF A TELEPHONE POLE, 13 FEET NORTHEAST OF FF0777'A FENCE CORNER 29 FEET EAST OF AN 8-INCH WALNUT TREE WHICH IS FF0777'AT THE EAST END OF A ROW OF WALNUT TREES, ABOUT 1 FOOT BELOW FF0777'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING FF0777'8 INCHES. FF0777 FF0777 STATION RECOVERY (2002) FF0777 FF0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0777'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0725 *********************************************************************** FF0725 DESIGNATION - D 3 FF0725 PID - FF0725 FF0725 STATE/COUNTY- AR/CRAIGHEAD FF0725 USGS QUAD - BONO (1980) FF0725 FF0725 *CURRENT SURVEY CONTROL FF0725 ___________________________________________________________________ FF0725* NAD 83(1986)- 35 54 14. (N) 090 47 53. (W) SCALED FF0725* NAVD 88 - 81.939 (meters) 268.83 (feet) ADJUSTED FF0725 ___________________________________________________________________ FF0725 GEOID HEIGHT- -27.77 (meters) GEOID99 FF0725 DYNAMIC HT - 81.870 (meters) 268.60 (feet) COMP FF0725 MODELED GRAV- 979,794.0 (mgal) NAVD 88 FF0725 FF0725 VERT ORDER - FIRST CLASS II FF0725 FF0725.The horizontal coordinates were scaled from a topographic map and have FF0725.an estimated accuracy of +/- 6 seconds. FF0725 FF0725.The orthometric height was determined by differential leveling FF0725.and adjusted by the National Geodetic Survey in January 1995. FF0725 FF0725.The geoid height was determined by GEOID99. FF0725 FF0725.The dynamic height is computed by dividing the NAVD 88 FF0725.geopotential number by the normal gravity value computed on the FF0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0725.degrees latitude (g = 980.6199 gals.). FF0725 FF0725.The modeled gravity was interpolated from observed gravity values. FF0725 FF0725; North East Units Estimated Accuracy FF0725;SPC AR N - 174,900. 508,500. MT (+/- 180 meters Scaled) FF0725 FF0725 SUPERSEDED SURVEY CONTROL FF0725 FF0725 NGVD 29 - 81.857 (m) 268.56 (f) ADJUSTED 1 2 FF0725 FF0725.Superseded values are not recommended for survey control. FF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0725.See file dsdata.txt to determine how the superseded data were derived. FF0725 FF0725_MARKER: DB = BENCH MARK DISK FF0725_SETTING: 32 = HEADWALL FF0725_STAMPING: D 3 1928 268.579 FF0725_MARK LOGO: CGS FF0725_MAGNETIC: N = NO MAGNETIC MATERIAL FF0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0725+STABILITY: SURFACE MOTION FF0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0725+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF0725 FF0725 HISTORY - Date Condition Report By FF0725 HISTORY - 1928 MONUMENTED CGS FF0725 HISTORY - 1944 GOOD CGS FF0725 HISTORY - 19920323 GOOD NGS FF0725 HISTORY - 20020827 GOOD USACE FF0725 FF0725 STATION DESCRIPTION FF0725 FF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 FF0725'0.5 MI SE FROM BONO. FF0725'0.5 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0725'THE STATION AT BONO, CRAIGHEAD COUNTY, BETWEEN POLES 412/20 AND FF0725'412/21, 13 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AT A FF0725'CONCRETE UNDERPASS, IN THE TOP OF THE EAST HEADWALL, AND 1.8 FF0725'FEET NORTH OF THE SOUTH END OF THE HEADWALL. A STANDARD DISK, FF0725'STAMPED 268.579 D 3 1928. FF0725 FF0725 STATION RECOVERY (1992) FF0725 FF0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0725'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF0725'IN BONO, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE FF0725'EAST CONCRETE HEADWALL OF A CULVERT, 35.0 M (114.8 FT) EAST OF THE FF0725'HIGHWAY CENTERLINE, 3.2 M (10.5 FT) EAST OF THE NEAR RAIL OF THE FF0725'BURLINGTON NORTHERN RAILROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF FF0725'THE TRACK. FF0725 FF0725 STATION RECOVERY (2002) FF0725 FF0725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0725'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0776 *********************************************************************** FF0776 DESIGNATION - D 76 FF0776 PID - FF0776 FF0776 STATE/COUNTY- AR/CRAIGHEAD FF0776 USGS QUAD - GREENFIELD (1983) FF0776 FF0776 *CURRENT SURVEY CONTROL FF0776 ___________________________________________________________________ FF0776* NAD 83(1986)- 35 44 47. (N) 090 41 06. (W) SCALED FF0776* NAVD 88 - 86.485 (meters) 283.74 (feet) ADJUSTED FF0776 ___________________________________________________________________ FF0776 GEOID HEIGHT- -27.68 (meters) GEOID99 FF0776 DYNAMIC HT - 86.411 (meters) 283.50 (feet) COMP FF0776 MODELED GRAV- 979,774.6 (mgal) NAVD 88 FF0776 FF0776 VERT ORDER - FIRST CLASS II FF0776 FF0776.The horizontal coordinates were scaled from a topographic map and have FF0776.an estimated accuracy of +/- 6 seconds. FF0776 FF0776.The orthometric height was determined by differential leveling FF0776.and adjusted by the National Geodetic Survey in June 1991. FF0776.WARNING-Repeat measurements at this control monument indicate possible FF0776.vertical movement. FF0776 FF0776.The geoid height was determined by GEOID99. FF0776 FF0776.The dynamic height is computed by dividing the NAVD 88 FF0776.geopotential number by the normal gravity value computed on the FF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0776.degrees latitude (g = 980.6199 gals.). FF0776 FF0776.The modeled gravity was interpolated from observed gravity values. FF0776 FF0776; North East Units Estimated Accuracy FF0776;SPC AR N - 157,560. 518,930. MT (+/- 180 meters Scaled) FF0776 FF0776 SUPERSEDED SURVEY CONTROL FF0776 FF0776 NGVD 29 - 86.407 (m) 283.49 (f) ADJUSTED 1 2 FF0776 FF0776.Superseded values are not recommended for survey control. FF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0776.See file dsdata.txt to determine how the superseded data were derived. FF0776 FF0776_MARKER: DB = BENCH MARK DISK FF0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0776_STAMPING: D 76 1934 FF0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0776+STABILITY: SURFACE MOTION FF0776 FF0776 HISTORY - Date Condition Report By FF0776 HISTORY - 1934 MONUMENTED CGS FF0776 HISTORY - 1956 GOOD CGS FF0776 HISTORY - 20020821 MARK NOT FOUND USACE FF0776 FF0776 STATION DESCRIPTION FF0776 FF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0776'5.6 MI S FROM NETTLETON. FF0776'5.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FF0776'STATION AT NETTLETON, ABOUT 0.4 MILE SOUTH OF A GRAVEL ROAD FF0776'CROSSING, AT RIDGE (ABANDONED), 17 3/4 FEET EAST-NORTHEAST OF FF0776'NEAR RAIL, 29 FEET EAST-SOUTHEAST OF CENTER OF A ROAD CROSSING, FF0776'18 1/2 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 21 FEET FF0776'SOUTHWEST OF TELEPHONE POLE NO. 243/25, 1 1/2 FEET NORTH OF FF0776'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK FF0776'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH FF0776'GROUND. NOTE-- THE TOP PORTION OF THE CONCRETE POST HAS BEEN FF0776'CHIPPED OFF TO THE SIZE OF THE DISK. FF0776 FF0776 STATION RECOVERY (2002) FF0776 FF0776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0776'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2133 *********************************************************************** FF2133 DESIGNATION - DRYDEN FF2133 PID - FF2133 FF2133 STATE/COUNTY- AR/CRAIGHEAD FF2133 USGS QUAD - CASH (1980) FF2133 FF2133 *CURRENT SURVEY CONTROL FF2133 ___________________________________________________________________ FF2133* NAD 83(1997)- 35 50 40.15385(N) 090 53 54.71541(W) ADJUSTED FF2133* NAVD 88 - 75. (meters) 246. (feet) SCALED FF2133 ___________________________________________________________________ FF2133 LAPLACE CORR- 0.09 (seconds) DEFLEC99 FF2133 GEOID HEIGHT- -27.73 (meters) GEOID99 FF2133 FF2133 HORZ ORDER - THIRD FF2133 FF2133.The horizontal coordinates were established by classical geodetic methods FF2133.and adjusted by the National Geodetic Survey in September 1999. FF2133 FF2133.The orthometric height was scaled from a topographic map. FF2133 FF2133.The Laplace correction was computed from DEFLEC99 derived deflections. FF2133 FF2133.The geoid height was determined by GEOID99. FF2133 FF2133; North East Units Scale Converg. FF2133;SPC AR N - 168,207.598 499,499.601 MT 0.99994622 +0 38 27.4 FF2133;UTM 15 - 3,968,738.657 689,784.950 MT 1.00004385 +1 13 51.5 FF2133 FF2133: Primary Azimuth Mark Grid Az FF2133:SPC AR N - DRYDEN AZ MK 271 58 15.8 FF2133:UTM 15 - DRYDEN AZ MK 271 22 51.7 FF2133 FF2133|---------------------------------------------------------------------| FF2133| PID Reference Object Distance Geod. Az | FF2133| dddmmss.s | FF2133| CI4332 DRYDEN RM 1 32.101 METERS 02129 | FF2133| FF0883 P 246 19217 | FF2133| CI4331 DRYDEN AZ MK 2723643.2 | FF2133| FF2132 M 9 2 39.233 METERS 28514 | FF2133|---------------------------------------------------------------------| FF2133 FF2133 SUPERSEDED SURVEY CONTROL FF2133 FF2133 NAD 83(1997)- 35 50 40.16112(N) 090 53 54.71399(W) AD( ) 3 FF2133 NAD 83(1986)- 35 50 40.16530(N) 090 53 54.71559(W) AD( ) 3 FF2133 NAD 27 - 35 50 39.89600(N) 090 53 54.29000(W) AD( ) 3 FF2133 FF2133.Superseded values are not recommended for survey control. FF2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2133.See file dsdata.txt to determine how the superseded data were derived. FF2133 FF2133_MARKER: DS = TRIANGULATION STATION DISK FF2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2133+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF2133 FF2133 HISTORY - Date Condition Report By FF2133 HISTORY - 1954 MONUMENTED CGS FF2133 HISTORY - 1959 GOOD USE FF2133 HISTORY - 20020826 GOOD USACE FF2133 FF2133 STATION DESCRIPTION FF2133 FF2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF2133'THE STATION IS 11 MILES WEST OF JONESBORO, 5 MILES NORTHEAST FF2133'OF CASH, 0.1 MILE EAST OF THE THREE WAY INN AND ALONG THE FF2133'RIGHT-OF-WAY OF STATE HIGHWAY 18. THE MARK IS 63 FEET SOUTH FF2133'OF THE CENTER OF THE ROAD, 69 FEET NORTHEAST OF THE NORTHEAST FF2133'CORNER OF AN OLD HOUSE AND 7 FEET NORTHWEST OF A 4 BY 4 INCH FF2133'WHITE WITNESS POST. FF2133' FF2133'TO REACH THE STATION FROM THE POST OFFICE IN CASH, FOLLOW FF2133'STATE HIGHWAY 18 NORTHEASTERLY FOR 4.5 MILES TO A T-ROAD FF2133'JUNCTION WITH STATE HIGHWAY 91, TURN RIGHT AND GO EAST 0.1 MILE FF2133'TO THE STATION. FF2133' FF2133'THE STATION MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED FF2133'DRYDEN 1954. FF2133' FF2133'REFERENCE MARK 1 IS 27 FEET NORTH OF CENTER OF THE ROAD, 10 FEET FF2133'WEST OF A LOCUST TREE. THE MARK PROJECTS ABOUT 3 INCHES AND THE FF2133'DISK IS STAMPED DRYDEN NO 1 1954. FF2133' FF2133'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A BRIDGE, 60 FEET SOUTH FF2133'OF CENTER OF THE ROAD, 32 FEET NORTH OF A POWER LINE POLE, 3 FF2133'FEET SOUTH OF A 4 BY 4 INCH WHITE WITNESS POST. THE MARK FF2133'PROJECTS 6 INCHES AND THE DISK IS STAMPED DRYDEN 1954. TO REACH FF2133'THE AZIMUTH MARK FROM THE STATION GO WEST 0.3 MILE TO THE MARK FF2133'ON THE SOUTH SIDE OF THE ROAD. FF2133' FF2133'THE U.S. ENGINEERS MARK M-9-2 IS 36 FEET SOUTH OF CENTER OF FF2133'THE HIGHWAY, 15 FEET WEST OF FENCE CORNER. THE MARK PROJECTS FF2133'ABOUT 10 INCHES AND IT IS ONE OF THEIR BRONZE DISK SET IN THE FF2133'TOP OF AN 8 INCH CONCRETE POST AND THE DISK IS STAMPED M-9-2. FF2133' FF2133'B.M. P 246 ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FF2133'FROM THE POST OFFICE IN CASH, ABOUT 0.5 MILE SOUTH OF THE FF2133'JUNCTION WITH STATE HIGHWAY 91, IN A CONCRETE CULVERT, ON THE FF2133'TOP OF THE WEST WINGWALL AND 4.5 FEET SOUTH OF ITS NORTH END. FF2133'IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK, FF2133'STAMPED P 246 1938. TO REACH FROM THE STATION GO WEST 0.1 MILE, FF2133'THENCE SOUTH FOR 0.6 MILE TO THE CONCRETE CULVERT. FF2133' FF2133'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FF2133 FF2133 STATION RECOVERY (1959) FF2133 FF2133'RECOVERY NOTE BY US ENGINEERS 1959 FF2133'REFERENCE MARK 1 WAS FOUND OUT OF GROUND ON DITCH BANK ALONG HWY FF2133'18. FF2133 FF2133 STATION RECOVERY (2002) FF2133 FF2133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2133'THE STATION IS 31 FT SE OF CARSONITE WITNESS POST, 32.5 FT W OF 12 IN FF2133'MAGNOLIA TREE, 63 FT S OF CENTERLINE OF HWY 18, 51 FT E OF OLD FF2133'ENTRANCE TO HOUSE THAT NO LONGER EXISTS. FF2133'AREA IS NOW PART OF CULTIVATED FIELD PLOT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2201 *********************************************************************** FF2201 DESIGNATION - G 315 FF2201 PID - FF2201 FF2201 STATE/COUNTY- AR/CRAIGHEAD FF2201 USGS QUAD - HERMAN (1980) FF2201 FF2201 *CURRENT SURVEY CONTROL FF2201 ___________________________________________________________________ FF2201* NAD 83(1986)- 35 50 26. (N) 090 45 07. (W) SCALED FF2201* NAVD 88 - 96.919 (meters) 317.98 (feet) ADJUSTED FF2201 ___________________________________________________________________ FF2201 GEOID HEIGHT- -27.71 (meters) GEOID99 FF2201 DYNAMIC HT - 96.836 (meters) 317.70 (feet) COMP FF2201 MODELED GRAV- 979,782.7 (mgal) NAVD 88 FF2201 FF2201 VERT ORDER - FIRST CLASS II FF2201 FF2201.The horizontal coordinates were scaled from a topographic map and have FF2201.an estimated accuracy of +/- 6 seconds. FF2201 FF2201.The orthometric height was determined by differential leveling FF2201.and adjusted by the National Geodetic Survey in January 1995. FF2201 FF2201.The geoid height was determined by GEOID99. FF2201 FF2201.The dynamic height is computed by dividing the NAVD 88 FF2201.geopotential number by the normal gravity value computed on the FF2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2201.degrees latitude (g = 980.6199 gals.). FF2201 FF2201.The modeled gravity was interpolated from observed gravity values. FF2201 FF2201; North East Units Estimated Accuracy FF2201;SPC AR N - 167,930. 512,750. MT (+/- 180 meters Scaled) FF2201 FF2201 SUPERSEDED SURVEY CONTROL FF2201 FF2201 NGVD 29 - 96.836 (m) 317.70 (f) ADJUSTED 1 2 FF2201 FF2201.Superseded values are not recommended for survey control. FF2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2201.See file dsdata.txt to determine how the superseded data were derived. FF2201 FF2201_MARKER: DV = VERTICAL CONTROL DISK FF2201_SETTING: 38 = ABUTMENT FF2201_STAMPING: G 315 1990 FF2201_MARK LOGO: NGS FF2201_MAGNETIC: N = NO MAGNETIC MATERIAL FF2201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2201+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF2201 FF2201 HISTORY - Date Condition Report By FF2201 HISTORY - 1990 MONUMENTED NGS FF2201 HISTORY - 20020826 GOOD USACE FF2201 FF2201 STATION DESCRIPTION FF2201 FF2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2201'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 BYPASS FROM THE FF2201'JUNCTION OF U.S. HIGHWAY 63 BUSINESS IN JONESBORO, IN TOP OF AND 0.9 FF2201'M (3.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE FF2201'NORTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 39.5 FF2201'M (129.6 FT) NORTH OF THE NEAR RAIL, 7.8 M (25.6 FT) NORTHEAST OF THE FF2201'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) FF2201'ABOVE THE LEVEL OF THE HIGHWAY. FF2201 FF2201 STATION RECOVERY (2002) FF2201 FF2201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2201'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0815 *********************************************************************** FF0815 DESIGNATION - G 33 FF0815 PID - FF0815 FF0815 STATE/COUNTY- AR/CRAIGHEAD FF0815 USGS QUAD - NEEDHAM (1983) FF0815 FF0815 *CURRENT SURVEY CONTROL FF0815 ___________________________________________________________________ FF0815* NAD 83(1986)- 35 49 04. (N) 090 35 03. (W) SCALED FF0815* NAVD 88 - 71.708 (meters) 235.26 (feet) POSTED FF0815 ___________________________________________________________________ FF0815 GEOID HEIGHT- -27.81 (meters) GEOID99 FF0815 DYNAMIC HT - 71.650 (meters) 235.07 (feet) COMP FF0815 MODELED GRAV- 979,782.1 (mgal) NAVD 88 FF0815 FF0815 VERT ORDER - * POSTED, Code B , SEE BELOW FF0815 FF0815.The horizontal coordinates were scaled from a topographic map and have FF0815.an estimated accuracy of +/- 6 seconds. FF0815 FF0815.The orthometric height was determined by differential leveling FF0815.and adjusted by the National Geodetic Survey in 1992. FF0815.* This is a POSTED BENCH MARK height. Code B indicates a distribution FF0815.rate of 1.1 thru 2.0 mm/km. FF0815 FF0815.The geoid height was determined by GEOID99. FF0815 FF0815.The dynamic height is computed by dividing the NAVD 88 FF0815.geopotential number by the normal gravity value computed on the FF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0815.degrees latitude (g = 980.6199 gals.). FF0815 FF0815.The modeled gravity was interpolated from observed gravity values. FF0815 FF0815; North East Units Estimated Accuracy FF0815;SPC AR N - 165,610. 527,940. MT (+/- 180 meters Scaled) FF0815 FF0815 SUPERSEDED SURVEY CONTROL FF0815 FF0815 NGVD 29 - 71.634 (m) 235.02 (f) ADJUSTED 1 2 FF0815 FF0815.Superseded values are not recommended for survey control. FF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0815.See file dsdata.txt to determine how the superseded data were derived. FF0815 FF0815_MARKER: DB = BENCH MARK DISK FF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0815_STAMPING: G 33 1933 FF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0815+STABILITY: SURFACE MOTION FF0815 FF0815 HISTORY - Date Condition Report By FF0815 HISTORY - 1933 MONUMENTED CGS FF0815 HISTORY - 1956 GOOD CGS FF0815 HISTORY - 20020814 MARK NOT FOUND USACE FF0815 FF0815 STATION DESCRIPTION FF0815 FF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0815'3.6 MI E FROM NETTLETON. FF0815'3.65 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM FF0815'THE STATION AT NETTLETON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING FF0815'(SOUTH TO COTTAGE HOME MISSIONARY BAPTIST CHURCH), 47 1/2 FEET FF0815'SOUTH OF SOUTH RAIL, 30 FEET EAST OF CENTER LINE OF ROAD, 44 FEET FF0815'NORTHWEST OF NORTHWEST CORNER OF PORCH OF A FARM HOUSE AND IN THE FF0815'LAWN OF HOUSE, 34 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, ACROSS FF0815'TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 1728 AND 1727, 82 FF0815'FEET SOUTHEAST AND ACROSS ROAD AND TRACK FROM CROSSING WARNING SIGN, FF0815'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE FF0815'POST PROJECTING 2 INCHES. FF0815 FF0815 STATION RECOVERY (2002) FF0815 FF0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0815'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2202 *********************************************************************** FF2202 DESIGNATION - H 315 FF2202 PID - FF2202 FF2202 STATE/COUNTY- AR/CRAIGHEAD FF2202 USGS QUAD - HERMAN (1980) FF2202 FF2202 *CURRENT SURVEY CONTROL FF2202 ___________________________________________________________________ FF2202* NAD 83(1986)- 35 51 22. (N) 090 46 34. (W) SCALED FF2202* NAVD 88 - 87.926 (meters) 288.47 (feet) ADJUSTED FF2202 ___________________________________________________________________ FF2202 GEOID HEIGHT- -27.73 (meters) GEOID99 FF2202 DYNAMIC HT - 87.851 (meters) 288.22 (feet) COMP FF2202 MODELED GRAV- 979,785.8 (mgal) NAVD 88 FF2202 FF2202 VERT ORDER - FIRST CLASS II FF2202 FF2202.The horizontal coordinates were scaled from a topographic map and have FF2202.an estimated accuracy of +/- 6 seconds. FF2202 FF2202.The orthometric height was determined by differential leveling FF2202.and adjusted by the National Geodetic Survey in January 1995. FF2202 FF2202.The geoid height was determined by GEOID99. FF2202 FF2202.The dynamic height is computed by dividing the NAVD 88 FF2202.geopotential number by the normal gravity value computed on the FF2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2202.degrees latitude (g = 980.6199 gals.). FF2202 FF2202.The modeled gravity was interpolated from observed gravity values. FF2202 FF2202; North East Units Estimated Accuracy FF2202;SPC AR N - 169,630. 510,540. MT (+/- 180 meters Scaled) FF2202 FF2202 SUPERSEDED SURVEY CONTROL FF2202 FF2202 NGVD 29 - 87.843 (m) 288.20 (f) ADJUSTED 1 2 FF2202 FF2202.Superseded values are not recommended for survey control. FF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2202.See file dsdata.txt to determine how the superseded data were derived. FF2202 FF2202_MARKER: I = METAL ROD FF2202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2202_STAMPING: H 315 1990 FF2202_MARK LOGO: NGS FF2202_PROJECTION: FLUSH FF2202_MAGNETIC: I = MARKER IS A STEEL ROD FF2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2202+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF2202_ROD/PIPE-DEPTH: 8.5 meters FF2202 FF2202 HISTORY - Date Condition Report By FF2202 HISTORY - 1990 MONUMENTED NGS FF2202 HISTORY - 20020826 GOOD USACE FF2202 FF2202 STATION DESCRIPTION FF2202 FF2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2202'0.2 KM (0.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 BYPASS FROM THE FF2202'JUNCTION OF U.S. HIGHWAY 63 BUSINESS IN JONESBORO, 20.5 M (67.3 FT) FF2202'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF FF2202'THE HIGHWAY, 14.4 M (47.2 FT) SOUTH OF A UTILITY POLE WITH A GUY FF2202'CABLE, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE. FF2202'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. FF2202 FF2202 STATION RECOVERY (2002) FF2202 FF2202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2202'NEW HWY CONSTRUCTIONIN AREA. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0857 *********************************************************************** FF0857 DESIGNATION - J 183 FF0857 PID - FF0857 FF0857 STATE/COUNTY- AR/CRAIGHEAD FF0857 USGS QUAD - HERMAN (1980) FF0857 FF0857 *CURRENT SURVEY CONTROL FF0857 ___________________________________________________________________ FF0857* NAD 83(1986)- 35 45 49. (N) 090 49 20. (W) SCALED FF0857* NAVD 88 - 75.475 (meters) 247.62 (feet) ADJUSTED FF0857 ___________________________________________________________________ FF0857 GEOID HEIGHT- -27.65 (meters) GEOID99 FF0857 DYNAMIC HT - 75.411 (meters) 247.41 (feet) COMP FF0857 MODELED GRAV- 979,780.7 (mgal) NAVD 88 FF0857 FF0857 VERT ORDER - FIRST CLASS II FF0857 FF0857.The horizontal coordinates were scaled from a topographic map and have FF0857.an estimated accuracy of +/- 6 seconds. FF0857 FF0857.The orthometric height was determined by differential leveling FF0857.and adjusted by the National Geodetic Survey in June 1991. FF0857 FF0857.The geoid height was determined by GEOID99. FF0857 FF0857.The dynamic height is computed by dividing the NAVD 88 FF0857.geopotential number by the normal gravity value computed on the FF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0857.degrees latitude (g = 980.6199 gals.). FF0857 FF0857.The modeled gravity was interpolated from observed gravity values. FF0857 FF0857; North East Units Estimated Accuracy FF0857;SPC AR N - 159,320. 506,500. MT (+/- 180 meters Scaled) FF0857 FF0857 SUPERSEDED SURVEY CONTROL FF0857 FF0857 NGVD 29 - 75.400 (m) 247.37 (f) ADJUSTED 1 2 FF0857 FF0857.Superseded values are not recommended for survey control. FF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0857.See file dsdata.txt to determine how the superseded data were derived. FF0857 FF0857_MARKER: DB = BENCH MARK DISK FF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0857_STAMPING: J 183 1956 FF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0857+STABILITY: SURFACE MOTION FF0857 FF0857 HISTORY - Date Condition Report By FF0857 HISTORY - 1956 MONUMENTED CGS FF0857 HISTORY - 1975 MARK NOT FOUND USGS FF0857 HISTORY - 20020826 MARK NOT FOUND USACE FF0857 FF0857 STATION DESCRIPTION FF0857 FF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0857'1 MI S FROM GIBSON. FF0857'1.0 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0857'THE ROAD CROSSING AT GIBSON, AT AN EAST-WEST GRAVEL ROAD CROSSING, FF0857'48 FEET WEST OF WEST RAIL, 92 FEET NORTHWEST AND ACROSS TRACK FF0857'FROM TELEPHONE POLE NO. 134/19, 24 FEET SOUTH OF CENTER LINE FF0857'OF GRAVEL ROAD, 1 1/2 FEET NORTHWEST OF NORTH END OF A FENCE FF0857'LINE, 19 FEET NORTH OF TELEPHONE POLE NO. 1-1121, 34 FEET NORTHWEST FF0857'OF A TELEPHONE POLE ON LINE WEST OF TRACK, 1 FOOT BELOW LEVEL FF0857'OF GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, FF0857'ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A FF0857'CONCRETE POST PROJECTING 3 INCHES. FF0857 FF0857 STATION RECOVERY (1975) FF0857 FF0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 FF0857'MARK NOT FOUND. FF0857 FF0857 STATION RECOVERY (2002) FF0857 FF0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0857'CONCRETE SLAB FOUND IN DITCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0811 *********************************************************************** FF0811 DESIGNATION - J 186 FF0811 PID - FF0811 FF0811 STATE/COUNTY- AR/CRAIGHEAD FF0811 USGS QUAD - NEEDHAM (1983) FF0811 FF0811 *CURRENT SURVEY CONTROL FF0811 ___________________________________________________________________ FF0811* NAD 83(1986)- 35 49 07. (N) 090 32 07. (W) SCALED FF0811* NAVD 88 - 71.733 (meters) 235.34 (feet) POSTED FF0811 ___________________________________________________________________ FF0811 GEOID HEIGHT- -27.86 (meters) GEOID99 FF0811 DYNAMIC HT - 71.670 (meters) 235.14 (feet) COMP FF0811 MODELED GRAV- 979,781.8 (mgal) NAVD 88 FF0811 FF0811 VERT ORDER - * POSTED, Code B , SEE BELOW FF0811 FF0811.The horizontal coordinates were scaled from a topographic map and have FF0811.an estimated accuracy of +/- 6 seconds. FF0811 FF0811.The orthometric height was determined by differential leveling FF0811.and adjusted by the National Geodetic Survey in 1992. FF0811.* This is a POSTED BENCH MARK height. Code B indicates a distribution FF0811.rate of 1.1 thru 2.0 mm/km. FF0811 FF0811.The geoid height was determined by GEOID99. FF0811 FF0811.The dynamic height is computed by dividing the NAVD 88 FF0811.geopotential number by the normal gravity value computed on the FF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0811.degrees latitude (g = 980.6199 gals.). FF0811 FF0811.The modeled gravity was interpolated from observed gravity values. FF0811 FF0811; North East Units Estimated Accuracy FF0811;SPC AR N - 165,770. 532,350. MT (+/- 180 meters Scaled) FF0811 FF0811 SUPERSEDED SURVEY CONTROL FF0811 FF0811 NGVD 29 - 71.665 (m) 235.12 (f) ADJUSTED 1 2 FF0811 FF0811.Superseded values are not recommended for survey control. FF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0811.See file dsdata.txt to determine how the superseded data were derived. FF0811 FF0811_MARKER: DB = BENCH MARK DISK FF0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FF0811_STAMPING: J 186 1956 FF0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0811 FF0811 HISTORY - Date Condition Report By FF0811 HISTORY - 1956 MONUMENTED CGS FF0811 HISTORY - 20020814 MARK NOT FOUND USACE FF0811 FF0811 STATION DESCRIPTION FF0811 FF0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0811'5.6 MI W FROM LAKE CITY. FF0811'5.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0811'THE CITY WATER TOWER AT LAKE CITY, AT NEEDHAM, ABOUT 5 TELEPHONE FF0811'POLE EAST OF MILE POLE 282, 45.8 FEET SOUTH OF SOUTH RAIL, 208 FF0811'FEET EAST OF CENTER LINE OF NORTH-SOUTH GRAVEL ROAD, 213 FEET FF0811'EAST-SOUTHEAST OF CENTER OF ROAD CROSSING, 65 1/2 FEET EAST OF A FF0811'WELL WITH PUMP, 29 FEET WEST OF A LONE 48-INCH OAK TREE, 10.8 FEET FF0811'NORTHEAST OF NORTHEAST CORNER OF PORCH OF A TENANT HOUSE, 1 FOOT FF0811'NORTH OF A FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS FF0811'POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP FF0811'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND SURROUNDED BY FF0811'A 4-INCH TILE WHICH PROJECTS 3 INCHES. THE ROD IS DRIVEN TO A FF0811'DEPTH OF 48-FEET. FF0811 FF0811 STATION RECOVERY (2002) FF0811 FF0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0811'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2203 *********************************************************************** FF2203 DESIGNATION - J 315 FF2203 PID - FF2203 FF2203 STATE/COUNTY- AR/CRAIGHEAD FF2203 USGS QUAD - HERMAN (1980) FF2203 FF2203 *CURRENT SURVEY CONTROL FF2203 ___________________________________________________________________ FF2203* NAD 83(1986)- 35 52 21. (N) 090 47 01. (W) SCALED FF2203* NAVD 88 - 106.201 (meters) 348.43 (feet) ADJUSTED FF2203 ___________________________________________________________________ FF2203 GEOID HEIGHT- -27.74 (meters) GEOID99 FF2203 DYNAMIC HT - 106.111 (meters) 348.13 (feet) COMP FF2203 MODELED GRAV- 979,787.9 (mgal) NAVD 88 FF2203 FF2203 VERT ORDER - FIRST CLASS II FF2203 FF2203.The horizontal coordinates were scaled from a topographic map and have FF2203.an estimated accuracy of +/- 6 seconds. FF2203 FF2203.The orthometric height was determined by differential leveling FF2203.and adjusted by the National Geodetic Survey in January 1995. FF2203 FF2203.The geoid height was determined by GEOID99. FF2203 FF2203.The dynamic height is computed by dividing the NAVD 88 FF2203.geopotential number by the normal gravity value computed on the FF2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2203.degrees latitude (g = 980.6199 gals.). FF2203 FF2203.The modeled gravity was interpolated from observed gravity values. FF2203 FF2203; North East Units Estimated Accuracy FF2203;SPC AR N - 171,440. 509,840. MT (+/- 180 meters Scaled) FF2203 FF2203 SUPERSEDED SURVEY CONTROL FF2203 FF2203 NGVD 29 - 106.118 (m) 348.16 (f) ADJUSTED 1 2 FF2203 FF2203.Superseded values are not recommended for survey control. FF2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2203.See file dsdata.txt to determine how the superseded data were derived. FF2203 FF2203_MARKER: I = METAL ROD FF2203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2203_STAMPING: J 315 1990 FF2203_MARK LOGO: NGS FF2203_PROJECTION: FLUSH FF2203_MAGNETIC: I = MARKER IS A STEEL ROD FF2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF2203+SATELLITE: SATELLITE OBSERVATIONS - 1990 FF2203_ROD/PIPE-DEPTH: 4.0 meters FF2203 FF2203 HISTORY - Date Condition Report By FF2203 HISTORY - 1990 MONUMENTED NGS FF2203 HISTORY - 20020826 MARK NOT FOUND USACE FF2203 FF2203 STATION DESCRIPTION FF2203 FF2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2203'4.5 KM (2.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2203'IN BONO, 16.6 M (54.5 FT) WEST OF THE HIGHWAY CENTERLINE, 14.3 M FF2203'(46.9 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO FLOYDS FF2203'PAINT AND BODY SHOP, 8.5 M (27.9 FT) NORTH OF A UTILITY POLE, 0.9 M FF2203'(3.0 FT) BELOW THE LEVEL OF THE DRIVEWAY, AND 0.3 M (1.0 FT) EAST OF FF2203'A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH FF2203'LOGO CAP. FF2203 FF2203 STATION RECOVERY (2002) FF2203 FF2203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2203'NEW FOUR LANE HWY. CONSTRUCTION APPEARS TO HAVE DESTROYED MARK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0859 *********************************************************************** FF0859 DESIGNATION - K 183 FF0859 PID - FF0859 FF0859 STATE/COUNTY- AR/CRAIGHEAD FF0859 USGS QUAD - HERMAN (1980) FF0859 FF0859 *CURRENT SURVEY CONTROL FF0859 ___________________________________________________________________ FF0859* NAD 83(1986)- 35 46 38. (N) 090 48 59. (W) SCALED FF0859* NAVD 88 - 76.684 (meters) 251.59 (feet) ADJUSTED FF0859 ___________________________________________________________________ FF0859 GEOID HEIGHT- -27.66 (meters) GEOID99 FF0859 DYNAMIC HT - 76.619 (meters) 251.37 (feet) COMP FF0859 MODELED GRAV- 979,781.7 (mgal) NAVD 88 FF0859 FF0859 VERT ORDER - FIRST CLASS II FF0859 FF0859.The horizontal coordinates were scaled from a topographic map and have FF0859.an estimated accuracy of +/- 6 seconds. FF0859 FF0859.The orthometric height was determined by differential leveling FF0859.and adjusted by the National Geodetic Survey in June 1991. FF0859 FF0859.The geoid height was determined by GEOID99. FF0859 FF0859.The dynamic height is computed by dividing the NAVD 88 FF0859.geopotential number by the normal gravity value computed on the FF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0859.degrees latitude (g = 980.6199 gals.). FF0859 FF0859.The modeled gravity was interpolated from observed gravity values. FF0859 FF0859; North East Units Estimated Accuracy FF0859;SPC AR N - 160,830. 507,010. MT (+/- 180 meters Scaled) FF0859 FF0859 SUPERSEDED SURVEY CONTROL FF0859 FF0859 NGVD 29 - 76.608 (m) 251.34 (f) ADJUSTED 1 2 FF0859 FF0859.Superseded values are not recommended for survey control. FF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0859.See file dsdata.txt to determine how the superseded data were derived. FF0859 FF0859_MARKER: DB = BENCH MARK DISK FF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0859_STAMPING: K 183 1956 FF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0859+STABILITY: SURFACE MOTION FF0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0859+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF0859 FF0859 HISTORY - Date Condition Report By FF0859 HISTORY - 1956 MONUMENTED CGS FF0859 HISTORY - 20020826 GOOD USACE FF0859 FF0859 STATION DESCRIPTION FF0859 FF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0859'AT GIBSON. FF0859'AT GIBSON, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ACROSS FF0859'TRACKS FROM TELEPHONE POLE NO. 133/18, 20 1/2 FEET WEST OF WEST FF0859'RAIL OF A SIDE TRACK, 35 FEET WEST OF WEST RAIL OF MAIN TRACK, FF0859'129 FEET SOUTH-SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND FF0859'AN EAST-WEST GRAVEL ROAD, 18 FEET EAST OF EAST RAIL OF A SHORT FF0859'SPUR TRACK TO BUTTERWORTH BEAN ELEVATOR, 7.4 FEET WEST OF A FF0859'TELEPHONE POLE, 13 FEET SOUTHWEST OF SOUTHWEST CORNER OF SOUTH FF0859'CONCRETE FOUNDATION OF A BATTERY BOX, 52 FEET SOUTHEAST OF FF0859'SOUTHEAST FACE OF ROUND CONCRETE BOTTOM PART OF BEAN ELEVATOR, FF0859'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE FF0859'POST PROJECTING 3 INCHES. FF0859 FF0859 STATION RECOVERY (2002) FF0859 FF0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0859'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2204 *********************************************************************** FF2204 DESIGNATION - K 315 FF2204 PID - FF2204 FF2204 STATE/COUNTY- AR/CRAIGHEAD FF2204 USGS QUAD - BONO (1980) FF2204 FF2204 *CURRENT SURVEY CONTROL FF2204 ___________________________________________________________________ FF2204* NAD 83(1986)- 35 53 13. (N) 090 47 26. (W) SCALED FF2204* NAVD 88 - 110.622 (meters) 362.93 (feet) ADJUSTED FF2204 ___________________________________________________________________ FF2204 GEOID HEIGHT- -27.75 (meters) GEOID99 FF2204 DYNAMIC HT - 110.529 (meters) 362.63 (feet) COMP FF2204 MODELED GRAV- 979,790.5 (mgal) NAVD 88 FF2204 FF2204 VERT ORDER - FIRST CLASS II FF2204 FF2204.The horizontal coordinates were scaled from a topographic map and have FF2204.an estimated accuracy of +/- 6 seconds. FF2204 FF2204.The orthometric height was determined by differential leveling FF2204.and adjusted by the National Geodetic Survey in January 1995. FF2204 FF2204.The geoid height was determined by GEOID99. FF2204 FF2204.The dynamic height is computed by dividing the NAVD 88 FF2204.geopotential number by the normal gravity value computed on the FF2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2204.degrees latitude (g = 980.6199 gals.). FF2204 FF2204.The modeled gravity was interpolated from observed gravity values. FF2204 FF2204; North East Units Estimated Accuracy FF2204;SPC AR N - 173,030. 509,200. MT (+/- 180 meters Scaled) FF2204 FF2204 SUPERSEDED SURVEY CONTROL FF2204 FF2204 NGVD 29 - 110.540 (m) 362.66 (f) ADJUSTED 1 2 FF2204 FF2204.Superseded values are not recommended for survey control. FF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2204.See file dsdata.txt to determine how the superseded data were derived. FF2204 FF2204_MARKER: I = METAL ROD FF2204_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FF2204+WITH SETTING: INFORMATION. FF2204_STAMPING: K 315 1990 FF2204_MARK LOGO: NGS FF2204_PROJECTION: FLUSH FF2204_MAGNETIC: I = MARKER IS A STEEL ROD FF2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF2204+SATELLITE: SATELLITE OBSERVATIONS - 1990 FF2204_ROD/PIPE-DEPTH: 4.0 meters FF2204 FF2204 HISTORY - Date Condition Report By FF2204 HISTORY - 1990 MONUMENTED NGS FF2204 HISTORY - 20020827 MARK NOT FOUND USACE FF2204 FF2204 STATION DESCRIPTION FF2204 FF2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2204'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2204'IN BONO, 90.2 M (295.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD FF2204'LEADING WEST, 15.0 M (49.2 FT) SOUTHWEST OF AND LEVEL WITH THE FF2204'HIGHWAY CENTERLINE, AND 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF A FF2204'DRIVEWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO FF2204'CAP. THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED. FF2204 FF2204 STATION RECOVERY (2002) FF2204 FF2204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2204'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0876 *********************************************************************** FF0876 DESIGNATION - L 246 FF0876 PID - FF0876 FF0876 STATE/COUNTY- AR/CRAIGHEAD FF0876 USGS QUAD - CASH (1980) FF0876 FF0876 *CURRENT SURVEY CONTROL FF0876 ___________________________________________________________________ FF0876* NAD 83(1986)- 35 45 28. (N) 090 57 50. (W) SCALED FF0876* NAVD 88 - 75.117 (meters) 246.45 (feet) ADJUSTED FF0876 ___________________________________________________________________ FF0876 GEOID HEIGHT- -27.64 (meters) GEOID99 FF0876 DYNAMIC HT - 75.053 (meters) 246.24 (feet) COMP FF0876 MODELED GRAV- 979,782.5 (mgal) NAVD 88 FF0876 FF0876 VERT ORDER - SECOND CLASS 0 FF0876 FF0876.The horizontal coordinates were scaled from a topographic map and have FF0876.an estimated accuracy of +/- 6 seconds. FF0876 FF0876.The orthometric height was determined by differential leveling FF0876.and adjusted by the National Geodetic Survey in June 1991. FF0876 FF0876.The geoid height was determined by GEOID99. FF0876 FF0876.The dynamic height is computed by dividing the NAVD 88 FF0876.geopotential number by the normal gravity value computed on the FF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0876.degrees latitude (g = 980.6199 gals.). FF0876 FF0876.The modeled gravity was interpolated from observed gravity values. FF0876 FF0876; North East Units Estimated Accuracy FF0876;SPC AR N - 158,520. 493,700. MT (+/- 180 meters Scaled) FF0876 FF0876 SUPERSEDED SURVEY CONTROL FF0876 FF0876 NGVD 29 - 75.041 (m) 246.20 (f) ADJUSTED 2 0 FF0876 FF0876.Superseded values are not recommended for survey control. FF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0876.See file dsdata.txt to determine how the superseded data were derived. FF0876 FF0876_MARKER: DB = BENCH MARK DISK FF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0876_STAMPING: L 246 1938 FF0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0876+STABILITY: SURFACE MOTION FF0876 FF0876 HISTORY - Date Condition Report By FF0876 HISTORY - 1938 MONUMENTED CGS FF0876 HISTORY - 20020826 MARK NOT FOUND USACE FF0876 FF0876 STATION DESCRIPTION FF0876 FF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0876'3.4 MI SW FROM CASH. FF0876'ABOUT 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST FF0876'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 1.0 MILE NORTH OF THE FF0876'STORE AT RISHER, AT THE SOUTH END OF AN S-CURVE, 52 FEET SOUTHWEST FF0876'OF A LONE OAK TREE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, FF0876'AND 12 FEET NORTH OF THE CENTER LINE OF A FARM LANE. A STANDARD FF0876'DISK, STAMPED L 246 1938 AND SET IN THE TOP OF A CONCRETE POST. FF0876 FF0876 STATION RECOVERY (2002) FF0876 FF0876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0876'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2206 *********************************************************************** FF2206 DESIGNATION - L 315 FF2206 PID - FF2206 FF2206 STATE/COUNTY- AR/CRAIGHEAD FF2206 USGS QUAD - BONO (1980) FF2206 FF2206 *CURRENT SURVEY CONTROL FF2206 ___________________________________________________________________ FF2206* NAD 83(1986)- 35 55 58. (N) 090 48 50. (W) SCALED FF2206* NAVD 88 - 75.791 (meters) 248.66 (feet) ADJUSTED FF2206 ___________________________________________________________________ FF2206 GEOID HEIGHT- -27.80 (meters) GEOID99 FF2206 DYNAMIC HT - 75.728 (meters) 248.45 (feet) COMP FF2206 MODELED GRAV- 979,798.4 (mgal) NAVD 88 FF2206 FF2206 VERT ORDER - FIRST CLASS II FF2206 FF2206.The horizontal coordinates were scaled from a topographic map and have FF2206.an estimated accuracy of +/- 6 seconds. FF2206 FF2206.The orthometric height was determined by differential leveling FF2206.and adjusted by the National Geodetic Survey in January 1995. FF2206 FF2206.The geoid height was determined by GEOID99. FF2206 FF2206.The dynamic height is computed by dividing the NAVD 88 FF2206.geopotential number by the normal gravity value computed on the FF2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2206.degrees latitude (g = 980.6199 gals.). FF2206 FF2206.The modeled gravity was interpolated from observed gravity values. FF2206 FF2206; North East Units Estimated Accuracy FF2206;SPC AR N - 178,090. 507,030. MT (+/- 180 meters Scaled) FF2206 FF2206 SUPERSEDED SURVEY CONTROL FF2206 FF2206 NGVD 29 - 75.710 (m) 248.39 (f) ADJUSTED 1 2 FF2206 FF2206.Superseded values are not recommended for survey control. FF2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2206.See file dsdata.txt to determine how the superseded data were derived. FF2206 FF2206_MARKER: I = METAL ROD FF2206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2206_STAMPING: L 315 1990 FF2206_MARK LOGO: NGS FF2206_PROJECTION: FLUSH FF2206_MAGNETIC: I = MARKER IS A STEEL ROD FF2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2206+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF2206_ROD/PIPE-DEPTH: 9.7 meters FF2206 FF2206 HISTORY - Date Condition Report By FF2206 HISTORY - 1990 MONUMENTED NGS FF2206 HISTORY - 20020827 GOOD USACE FF2206 FF2206 STATION DESCRIPTION FF2206 FF2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2206'2.7 KM (1.65 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2206'IN BONO, 15.9 M (52.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.0 M FF2206'(36.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN FF2206'RAILROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M FF2206'(1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM FF2206'POINT IS THROUGH A 5-INCH LOGO CAP. FF2206 FF2206 STATION RECOVERY (2002) FF2206 FF2206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2206'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0758 *********************************************************************** FF0758 DESIGNATION - M 179 FF0758 PID - FF0758 FF0758 STATE/COUNTY- AR/CRAIGHEAD FF0758 USGS QUAD - TRUMANN (1983) FF0758 FF0758 *CURRENT SURVEY CONTROL FF0758 ___________________________________________________________________ FF0758* NAD 83(1986)- 35 43 16. (N) 090 32 12. (W) SCALED FF0758* NAVD 88 - 69.718 (meters) 228.73 (feet) ADJUSTED FF0758 ___________________________________________________________________ FF0758 GEOID HEIGHT- -27.77 (meters) GEOID99 FF0758 DYNAMIC HT - 69.658 (meters) 228.54 (feet) COMP FF0758 MODELED GRAV- 979,772.4 (mgal) NAVD 88 FF0758 FF0758 VERT ORDER - FIRST CLASS II FF0758 FF0758.The horizontal coordinates were scaled from a topographic map and have FF0758.an estimated accuracy of +/- 6 seconds. FF0758 FF0758.The orthometric height was determined by differential leveling FF0758.and adjusted by the National Geodetic Survey in June 1991. FF0758 FF0758.The geoid height was determined by GEOID99. FF0758 FF0758.The dynamic height is computed by dividing the NAVD 88 FF0758.geopotential number by the normal gravity value computed on the FF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0758.degrees latitude (g = 980.6199 gals.). FF0758 FF0758.The modeled gravity was interpolated from observed gravity values. FF0758 FF0758; North East Units Estimated Accuracy FF0758;SPC AR N - 154,950. 532,390. MT (+/- 180 meters Scaled) FF0758 FF0758 SUPERSEDED SURVEY CONTROL FF0758 FF0758 NGVD 29 - 69.640 (m) 228.48 (f) ADJUSTED 1 2 FF0758 FF0758.Superseded values are not recommended for survey control. FF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0758.See file dsdata.txt to determine how the superseded data were derived. FF0758 FF0758_MARKER: DB = BENCH MARK DISK FF0758_SETTING: 38 = ABUTMENT FF0758_STAMPING: M 179 1956 FF0758_MARK LOGO: CGS FF0758_MAGNETIC: N = NO MAGNETIC MATERIAL FF0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0758+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF0758 FF0758 HISTORY - Date Condition Report By FF0758 HISTORY - 1956 MONUMENTED CGS FF0758 HISTORY - 19920322 GOOD NGS FF0758 HISTORY - 20020814 GOOD USACE FF0758 FF0758 STATION DESCRIPTION FF0758 FF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0758'2.3 MI SE FROM BAY. FF0758'2.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FF0758'FROM THE STATION AT BAY, BETWEEN TELEPHONE POLES NO. 432/33 AND FF0758'432/34, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, IN THE TOP OF THE FF0758'NORTHEAST END OF NORTHEAST WING WALL OF NORTHWEST ABUTMENT OF A FF0758'CONCRETE BRIDGE OVER BIG BAY DITCH, 97 3/4 FEET NORTHEAST AND FF0758'ACROSS ROAD FROM NORTHEAST RAIL, 15 FEET NORTHEAST OF CENTER LINE FF0758'OF ROAD, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF WINGWALL AND 3 3/4 FF0758'FEET ABOVE LEVEL OF BRIDGE FLOOR. FF0758 FF0758 STATION RECOVERY (1992) FF0758 FF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0758'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF0758'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 0.15 M FF0758'(0.49 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE FF0758'ABUTMENT OF A ROAD BRIDGE SPANNING BIG BAY DITCH, 29.8 M (97.8 FT) FF0758'NORTHEAST OF THE NEAR RAIL, 4.5 M (14.8 FT) NORTHEAST OF THE ROAD FF0758'CENTER, AND 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK. FF0758 FF0758 STATION RECOVERY (2002) FF0758 FF0758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0758'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0862 *********************************************************************** FF0862 DESIGNATION - M 183 FF0862 PID - FF0862 FF0862 STATE/COUNTY- AR/CRAIGHEAD FF0862 USGS QUAD - HERMAN (1980) FF0862 FF0862 *CURRENT SURVEY CONTROL FF0862 ___________________________________________________________________ FF0862* NAD 83(1986)- 35 48 13. (N) 090 48 20. (W) SCALED FF0862* NAVD 88 - 84.054 (meters) 275.77 (feet) ADJUSTED FF0862 ___________________________________________________________________ FF0862 GEOID HEIGHT- -27.68 (meters) GEOID99 FF0862 DYNAMIC HT - 83.983 (meters) 275.53 (feet) COMP FF0862 MODELED GRAV- 979,783.7 (mgal) NAVD 88 FF0862 FF0862 VERT ORDER - FIRST CLASS II FF0862 FF0862.The horizontal coordinates were scaled from a topographic map and have FF0862.an estimated accuracy of +/- 6 seconds. FF0862 FF0862.The orthometric height was determined by differential leveling FF0862.and adjusted by the National Geodetic Survey in June 1991. FF0862 FF0862.The geoid height was determined by GEOID99. FF0862 FF0862.The dynamic height is computed by dividing the NAVD 88 FF0862.geopotential number by the normal gravity value computed on the FF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0862.degrees latitude (g = 980.6199 gals.). FF0862 FF0862.The modeled gravity was interpolated from observed gravity values. FF0862 FF0862; North East Units Estimated Accuracy FF0862;SPC AR N - 163,770. 507,950. MT (+/- 180 meters Scaled) FF0862 FF0862 SUPERSEDED SURVEY CONTROL FF0862 FF0862 NGVD 29 - 83.975 (m) 275.51 (f) ADJUSTED 1 2 FF0862 FF0862.Superseded values are not recommended for survey control. FF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0862.See file dsdata.txt to determine how the superseded data were derived. FF0862 FF0862_MARKER: DB = BENCH MARK DISK FF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0862_STAMPING: M 183 1956 FF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0862+STABILITY: SURFACE MOTION FF0862 FF0862 HISTORY - Date Condition Report By FF0862 HISTORY - 1956 MONUMENTED CGS FF0862 HISTORY - 20020826 MARK NOT FOUND USACE FF0862 FF0862 STATION DESCRIPTION FF0862 FF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0862'1.9 MI NE FROM GIBSON. FF0862'1.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0862'THE ROAD CROSSING AT GIBSON, AT OVERPASS NO. 131.68 OVER A SMALL FF0862'GRADED ROAD, 51 FEET EAT OF EAST RAIL, 12 FEET EAST OF TELEPHONE FF0862'POLE NO. 131/21 WHICH IS A TALL POLE WITH A GUY WIRE AND A BRANCH FF0862'LINE WEST, 49 FEET EAST OF NORTHEAST CORNER OF OVERPASS, 18 FEET FF0862'NORTH OF CENTER LINE OF ROAD, 3 FEET EAST OF A WHITE WOODEN FF0862'WITNESS POST, ABOUT 9 FEET BELOW LEVEL OF TRACK AND SET IN THE FF0862'TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF0862 FF0862 STATION RECOVERY (2002) FF0862 FF0862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0862'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0878 *********************************************************************** FF0878 DESIGNATION - M 246 FF0878 PID - FF0878 FF0878 STATE/COUNTY- AR/CRAIGHEAD FF0878 USGS QUAD - CASH (1980) FF0878 FF0878 *CURRENT SURVEY CONTROL FF0878 ___________________________________________________________________ FF0878* NAD 83(1986)- 35 46 46. (N) 090 56 53. (W) SCALED FF0878* NAVD 88 - 75.410 (meters) 247.41 (feet) ADJUSTED FF0878 ___________________________________________________________________ FF0878 GEOID HEIGHT- -27.67 (meters) GEOID99 FF0878 DYNAMIC HT - 75.346 (meters) 247.20 (feet) COMP FF0878 MODELED GRAV- 979,784.4 (mgal) NAVD 88 FF0878 FF0878 VERT ORDER - SECOND CLASS 0 FF0878 FF0878.The horizontal coordinates were scaled from a topographic map and have FF0878.an estimated accuracy of +/- 6 seconds. FF0878 FF0878.The orthometric height was determined by differential leveling FF0878.and adjusted by the National Geodetic Survey in June 1991. FF0878 FF0878.The geoid height was determined by GEOID99. FF0878 FF0878.The dynamic height is computed by dividing the NAVD 88 FF0878.geopotential number by the normal gravity value computed on the FF0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0878.degrees latitude (g = 980.6199 gals.). FF0878 FF0878.The modeled gravity was interpolated from observed gravity values. FF0878 FF0878; North East Units Estimated Accuracy FF0878;SPC AR N - 160,940. 495,100. MT (+/- 180 meters Scaled) FF0878 FF0878 SUPERSEDED SURVEY CONTROL FF0878 FF0878 NGVD 29 - 75.333 (m) 247.16 (f) ADJUSTED 2 0 FF0878 FF0878.Superseded values are not recommended for survey control. FF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0878.See file dsdata.txt to determine how the superseded data were derived. FF0878 FF0878_MARKER: DB = BENCH MARK DISK FF0878_SETTING: 30 = CULVERT FF0878_STAMPING: M 246 1938 FF0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0878+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF0878 FF0878 HISTORY - Date Condition Report By FF0878 HISTORY - 1938 MONUMENTED CGS FF0878 HISTORY - 20020826 GOOD USACE FF0878 FF0878 STATION DESCRIPTION FF0878 FF0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0878'1.5 MI SW FROM CASH. FF0878'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST FF0878'OFFICE AT CASH, CRAIGHEAD COUNTY, OPPOSITE A WHITE FARMHOUSE FF0878'EAST OF THE HIGHWAY AND AN UNPAINTED FARMHOUSE WEST OF THE FF0878'HIGHWAY, AT A CONCRETE CULVERT, ON THE TOP OF THE EAST HEAD WALL, FF0878'AND 8 INCHES FROM THE NORTH END. A STANDARD DISK, STAMPED FF0878'M 246 1938. FF0878 FF0878 STATION RECOVERY (2002) FF0878 FF0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0878'STAMPING IS DIFFICULT TO READ. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2132 *********************************************************************** FF2132 DESIGNATION - M 9 2 FF2132 PID - FF2132 FF2132 STATE/COUNTY- AR/CRAIGHEAD FF2132 USGS QUAD - CASH (1980) FF2132 FF2132 *CURRENT SURVEY CONTROL FF2132 ___________________________________________________________________ FF2132* NAD 83(1997)- 35 50 40.48842(N) 090 53 56.22386(W) ADJUSTED FF2132* NAVD 88 - 75. (meters) 246. (feet) SCALED FF2132 ___________________________________________________________________ FF2132 LAPLACE CORR- 0.08 (seconds) DEFLEC99 FF2132 GEOID HEIGHT- -27.73 (meters) GEOID99 FF2132 FF2132 HORZ ORDER - THIRD FF2132 FF2132.The horizontal coordinates were established by classical geodetic methods FF2132.and adjusted by the National Geodetic Survey in September 1999. FF2132.No horizontal observational check was made to the station. FF2132 FF2132.The orthometric height was scaled from a topographic map. FF2132 FF2132.The Laplace correction was computed from DEFLEC99 derived deflections. FF2132 FF2132.The geoid height was determined by GEOID99. FF2132 FF2132; North East Units Scale Converg. FF2132;SPC AR N - 168,217.485 499,461.636 MT 0.99994622 +0 38 26.5 FF2132;UTM 15 - 3,968,748.153 689,746.882 MT 1.00004367 +1 13 50.6 FF2132 FF2132 SUPERSEDED SURVEY CONTROL FF2132 FF2132 NAD 83(1997)- 35 50 40.49569(N) 090 53 56.22244(W) AD( ) 3 FF2132 NAD 83(1986)- 35 50 40.49987(N) 090 53 56.22403(W) AD( ) 3 FF2132 NAD 27 - 35 50 40.23060(N) 090 53 55.79840(W) AD( ) 3 FF2132 FF2132.Superseded values are not recommended for survey control. FF2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2132.See file dsdata.txt to determine how the superseded data were derived. FF2132 FF2132_MARKER: DH = HORIZONTAL CONTROL DISK FF2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF2132+STABILITY: SURFACE MOTION FF2132 FF2132 HISTORY - Date Condition Report By FF2132 HISTORY - 1954 MONUMENTED USE FF2132 HISTORY - 20020826 MARK NOT FOUND USACE FF2132 FF2132 STATION DESCRIPTION FF2132 FF2132'DESCRIBED BY US ENGINEERS 1954 (JCM) FF2132'5.0 MILES NORTHEAST OF CASH, 0.1 MILE EAST OF THE THREE WAY FF2132'INN, ALONG THE RIGHT OF WAY OF STATE HIGHWAY 18. 36 FEET SOUTH FF2132'OF THE CENTER OF THE HIGHWAY, 15 FEET WEST OF FENCE CORNER. FF2132' FF2132'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DRYDEN, FF2132'THE DISTANCE IS 128.72 FEET, (39.233 METERS) WEST OF STATION FF2132'DRYDEN. THE MARK IS A STANDARD U.S. ENGINNEERING DEPARTMENT FF2132'STANDARD BRONZE DISK STAMPED M-9-2,. IT IS SET IN THE TOP OF A 8 FF2132'INCH IN DIAMETER CONCRETE POST AND IT PROJECTS ABOUT 10 INCHES FF2132'ABOVE THE GROUND. FF2132 FF2132 STATION RECOVERY (2002) FF2132 FF2132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2132'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0756 *********************************************************************** FF0756 DESIGNATION - N 179 FF0756 PID - FF0756 FF0756 STATE/COUNTY- AR/CRAIGHEAD FF0756 USGS QUAD - TRUMANN (1983) FF0756 FF0756 *CURRENT SURVEY CONTROL FF0756 ___________________________________________________________________ FF0756* NAD 83(1986)- 35 44 08. (N) 090 33 15. (W) SCALED FF0756* NAVD 88 - 68.731 (meters) 225.50 (feet) ADJUSTED FF0756 ___________________________________________________________________ FF0756 GEOID HEIGHT- -27.77 (meters) GEOID99 FF0756 DYNAMIC HT - 68.672 (meters) 225.30 (feet) COMP FF0756 MODELED GRAV- 979,773.9 (mgal) NAVD 88 FF0756 FF0756 VERT ORDER - FIRST CLASS II FF0756 FF0756.The horizontal coordinates were scaled from a topographic map and have FF0756.an estimated accuracy of +/- 6 seconds. FF0756 FF0756.The orthometric height was determined by differential leveling FF0756.and adjusted by the National Geodetic Survey in June 1991. FF0756 FF0756.The geoid height was determined by GEOID99. FF0756 FF0756.The dynamic height is computed by dividing the NAVD 88 FF0756.geopotential number by the normal gravity value computed on the FF0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0756.degrees latitude (g = 980.6199 gals.). FF0756 FF0756.The modeled gravity was interpolated from observed gravity values. FF0756 FF0756; North East Units Estimated Accuracy FF0756;SPC AR N - 156,530. 530,780. MT (+/- 180 meters Scaled) FF0756 FF0756 SUPERSEDED SURVEY CONTROL FF0756 FF0756 NGVD 29 - 68.651 (m) 225.23 (f) ADJUSTED 1 2 FF0756 FF0756.Superseded values are not recommended for survey control. FF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0756.See file dsdata.txt to determine how the superseded data were derived. FF0756 FF0756_MARKER: DB = BENCH MARK DISK FF0756_SETTING: 38 = ABUTMENT FF0756_STAMPING: N 179 1956 FF0756_MARK LOGO: CGS FF0756_MAGNETIC: N = NO MAGNETIC MATERIAL FF0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0756+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF0756 FF0756 HISTORY - Date Condition Report By FF0756 HISTORY - 1956 MONUMENTED CGS FF0756 HISTORY - 19920322 GOOD NGS FF0756 HISTORY - 20020814 GOOD USACE FF0756 FF0756 STATION DESCRIPTION FF0756 FF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0756'0.8 MI SE FROM BAY. FF0756'0.85 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0756'THE STATION AT BAY, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, IN FF0756'THE TOP OF THE SOUTHWEST END OF BRIDGE SEAT OF NORTHWEST ABUTMENT FF0756'OF CONCRETE BRIDGE OVER BRANCH OF BIG BAY DITCH, 63 FEET NORTHEAST FF0756'OF NORTHEAST RAIL, 31 FEET NORTHEAST OF TELEPHONE POLE NO. 431/18, FF0756'15 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1/2 FOOT NORTHEAST OF FF0756'SOUTHWEST END OF BRIDGE SEAT AND ABOUT 6 FEET BELOW LEVEL OF FF0756'TRACK AND ABOUT 2 1/2 FEET BELOW LEVEL OF ROAD. FF0756 FF0756 STATION RECOVERY (1992) FF0756 FF0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0756'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF0756'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 0.2 M FF0756'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE FF0756'ABUTMENT OF A ROAD BRIDGE SPANNING DITCH NUMBER 6, 19.2 M (63.0 FT) FF0756'NORTHEAST OF THE NEAR RAIL, 4.7 M (15.4 FT) SOUTHWEST OF THE ROAD FF0756'CENTER, AND 1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK. FF0756 FF0756 STATION RECOVERY (2002) FF0756 FF0756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0756'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0863 *********************************************************************** FF0863 DESIGNATION - N 183 FF0863 PID - FF0863 FF0863 STATE/COUNTY- AR/CRAIGHEAD FF0863 USGS QUAD - HERMAN (1980) FF0863 FF0863 *CURRENT SURVEY CONTROL FF0863 ___________________________________________________________________ FF0863* NAD 83(1986)- 35 48 34. (N) 090 48 06. (W) SCALED FF0863* NAVD 88 - 89.328 (meters) 293.07 (feet) ADJUSTED FF0863 ___________________________________________________________________ FF0863 GEOID HEIGHT- -27.69 (meters) GEOID99 FF0863 DYNAMIC HT - 89.252 (meters) 292.82 (feet) COMP FF0863 MODELED GRAV- 979,784.1 (mgal) NAVD 88 FF0863 FF0863 VERT ORDER - FIRST CLASS II FF0863 FF0863.The horizontal coordinates were scaled from a topographic map and have FF0863.an estimated accuracy of +/- 6 seconds. FF0863 FF0863.The orthometric height was determined by differential leveling FF0863.and adjusted by the National Geodetic Survey in June 1991. FF0863 FF0863.The geoid height was determined by GEOID99. FF0863 FF0863.The dynamic height is computed by dividing the NAVD 88 FF0863.geopotential number by the normal gravity value computed on the FF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0863.degrees latitude (g = 980.6199 gals.). FF0863 FF0863.The modeled gravity was interpolated from observed gravity values. FF0863 FF0863; North East Units Estimated Accuracy FF0863;SPC AR N - 164,420. 508,300. MT (+/- 180 meters Scaled) FF0863 FF0863 SUPERSEDED SURVEY CONTROL FF0863 FF0863 NGVD 29 - 89.247 (m) 292.80 (f) ADJUSTED 1 2 FF0863 FF0863.Superseded values are not recommended for survey control. FF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0863.See file dsdata.txt to determine how the superseded data were derived. FF0863 FF0863_MARKER: DB = BENCH MARK DISK FF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0863_STAMPING: N 183 1956 FF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0863+STABILITY: SURFACE MOTION FF0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0863+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF0863 FF0863 HISTORY - Date Condition Report By FF0863 HISTORY - 1956 MONUMENTED CGS FF0863 HISTORY - 20020826 GOOD USACE FF0863 FF0863 STATION DESCRIPTION FF0863 FF0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0863'2.4 MI NE FROM GIBSON. FF0863'2.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF0863'FROM THE ROAD CROSSING AT GIBSON, WEST-NORTHWEST AND ACROSS TRACK FF0863'FROM TELEPHONE POLE NO. 131/6, AT CROSSING OF A NARROW EAST-WEST FF0863'ROAD, 45 FEET NORTHWEST OF NORTHWEST RAIL, 22 FEET SOUTH OF CENTER FF0863'LINE OF ROAD, 2 FEET SOUTHEAST OF A FENCE LINE, 4 1/2 FEET SOUTH FF0863'OF A FENCE CORNER, 52 FEET WEST OF CROSSING WARNING SIGN, 80 1/2 FF0863'FEET NORTH-NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST OF FF0863'CROSSING AND ON NORTHWEST SIDE OF TRACK, 2 FEET SOUTHWEST OF A FF0863'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK FF0863'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF0863 FF0863 STATION RECOVERY (2002) FF0863 FF0863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0863'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0818 *********************************************************************** FF0818 DESIGNATION - NETTLE FF0818 PID - FF0818 FF0818 STATE/COUNTY- AR/CRAIGHEAD FF0818 USGS QUAD - NEEDHAM (1983) FF0818 FF0818 *CURRENT SURVEY CONTROL FF0818 ___________________________________________________________________ FF0818* NAD 83(1997)- 35 49 09.83634(N) 090 36 06.25801(W) ADJUSTED FF0818* NAVD 88 - 71.639 (meters) 235.04 (feet) POSTED FF0818 ___________________________________________________________________ FF0818 LAPLACE CORR- -1.59 (seconds) DEFLEC99 FF0818 GEOID HEIGHT- -27.79 (meters) GEOID99 FF0818 DYNAMIC HT - 71.580 (meters) 234.84 (feet) COMP FF0818 MODELED GRAV- 979,781.9 (mgal) NAVD 88 FF0818 FF0818 HORZ ORDER - FIRST FF0818 VERT ORDER - * POSTED, Code NC , SEE BELOW FF0818 FF0818.The horizontal coordinates were established by classical geodetic methods FF0818.and adjusted by the National Geodetic Survey in September 1999. FF0818 FF0818.The orthometric height was determined by differential leveling FF0818.and adjusted by the National Geodetic Survey in 1992. FF0818.No vertical observational check was made to the station. FF0818.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark FF0818.was located on a no-check spur therefore a value was not computed. FF0818 FF0818.The Laplace correction was computed from DEFLEC99 derived deflections. FF0818 FF0818.The geoid height was determined by GEOID99. FF0818 FF0818.The dynamic height is computed by dividing the NAVD 88 FF0818.geopotential number by the normal gravity value computed on the FF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0818.degrees latitude (g = 980.6199 gals.). FF0818 FF0818.The modeled gravity was interpolated from observed gravity values. FF0818 FF0818; North East Units Scale Converg. FF0818;SPC AR N - 165,764.669 526,347.972 MT 0.99994433 +0 48 49.1 FF0818;UTM 15 - 3,966,572.081 716,661.481 MT 1.00017847 +1 24 14.7 FF0818 FF0818: Primary Azimuth Mark Grid Az FF0818:SPC AR N - NETTLE AZ MK 2 181 14 20.5 FF0818:UTM 15 - NETTLE AZ MK 2 180 38 54.9 FF0818 FF0818|---------------------------------------------------------------------| FF0818| PID Reference Object Distance Geod. Az | FF0818| dddmmss.s | FF0818| CI4731 NETTLE AZ MK 0661809.5 | FF0818| FF0819 NETTLE RM 1 27.368 METERS 07120 | FF0818| CI4733 NETTLE RM 3 15.254 METERS 07552 | FF0818| CI4734 NETTLE RM 4 20.019 METERS 18141 | FF0818| FF0817 NETTLE RM 2 20.016 METERS 18146 | FF0818| CI4732 NETTLE AZ MK 2 1820309.6 | FF0818| FF2103 JONESBORO REA RADIO MAST APPROX. 9.1 KM 2663554.2 | FF0818| FF2101 NETTLETON MUNICIPAL TANK APPROX. 4.6 KM 2692345.4 | FF0818| FF2104 JONESBORO MUNICIPAL TANK APPROX. 9.5 KM 2765029.8 | FF0818| FF2107 JONESBORO CITY WATR LT PLT STK APPROX. 9.8 KM 2865706.9 | FF0818| FF2108 JONESBORO ARK STATE COLL STACK APPROX. 7.3 KM 2874135.5 | FF0818| FF2105 JONESBORO RADIO STA KNEA MAST APPROX.12.2 KM 2885120.2 | FF0818| FF2102 AIRPORT BCN JONESBORO MUN APT APPROX. 4.8 KM 2892737.2 | FF0818| FF2109 JONESBORO RADIO STA KBTM MAST APPROX. 6.0 KM 2935831.8 | FF0818|---------------------------------------------------------------------| FF0818 FF0818 SUPERSEDED SURVEY CONTROL FF0818 FF0818 NAD 83(1997)- 35 49 09.84310(N) 090 36 06.25734(W) AD( ) 1 FF0818 NAD 83(1986)- 35 49 09.84798(N) 090 36 06.25793(W) AD( ) 1 FF0818 NAD 27 - 35 49 09.57630(N) 090 36 05.86460(W) AD( ) 1 FF0818 NGVD 29 - 71.561 (m) 234.78 (f) ADJUSTED 1 2 FF0818 FF0818.Superseded values are not recommended for survey control. FF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0818.See file dsdata.txt to determine how the superseded data were derived. FF0818 FF0818_MARKER: DS = TRIANGULATION STATION DISK FF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0818_STAMPING: NETTLE 1954 FF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0818+STABILITY: SURFACE MOTION FF0818 FF0818 HISTORY - Date Condition Report By FF0818 HISTORY - 1954 MONUMENTED CGS FF0818 HISTORY - 1956 GOOD CGS FF0818 HISTORY - 1971 SEE DESCRIPTION NGS FF0818 HISTORY - 1979 GOOD NGS FF0818 HISTORY - 1979 SEE DESCRIPTION USGS FF0818 HISTORY - 20020814 MARK NOT FOUND USACE FF0818 FF0818 STATION DESCRIPTION FF0818 FF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) FF0818'THE STATION IS LOCATED ABOUT 11 MILES WEST OF LAKE CITY, ABOUT FF0818'3 MILES EAST OF NETTLETON, 30 FEET SOUTH OF A FENCE CORNER, 18 FF0818'FEET EAST OF THE CENTER OF A TRACK ROAD AND 5 FEET NORTHEAST OF A FF0818'WITNESS POST. IT PROJECTS 2 INCHES AND IS STAMPED NETTLE 1954. FF0818' FF0818'REFERENCE MARK NO. 1 IS 102 FEET EAST OF THE CENTER OF THE TRACK FF0818'ROAD AND 1 FOOT SOUTHWEST OF A FENCE CORNER. IT PROJECTS FF0818'4 INCHES AND IS STAMPED NETTLE NO 1 1954. FF0818' FF0818'REFERENCE MARK NO. 2 IS 96 FEET SOUTH OF A FENCE CORNER AND 13 FF0818'FEET EAST OF THE CENTER OF THE TRACK ROAD. IT PROJECTS 4 INCHES FF0818'AND IS STAMPED NETTLE NO 2 1954. FF0818' FF0818'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.45 FEET. FF0818' FF0818'THE AZIMUTH MARK IS 43 FEET NORTH OF THE CENTER OF STATE FF0818'HIGHWAY 18, 16 FEET EAST OF THE CENTER OF A DRIVEWAY, 4 FEET FF0818'NORTH OF THE CORNER OF A BOARD FENCE AND 2 FEET SOUTH OF A FF0818'WITNESS POST. IT PROJECTS 2 INCHES AND IS STAMPED NETTLE 1954. FF0818' FF0818'TO REACH THE STATION FROM THE POST OFFICE IN NETTLETON GO WEST FF0818'AND NORTH ON U.S. HIGHWAY 63 FOR 0.3 MILE TO THE JUNCTION FF0818'WITH STATE HIGHWAY 18, TURN RIGHT AND GO EAST ON STATE HIGHWAY FF0818'18 FOR 2.95 MILES TO A TRACK ROAD RIGHT, TURN RIGHT AND GO FF0818'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION AND REFERENCE FF0818'MARKS ON THE LEFT AS DESCRIBED. FF0818' FF0818'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE FF0818'TRACK ROAD FOR 0.1 MILE TO STATE HIGHWAY 18, TURN RIGHT AND FF0818'GO EAST ON STATE HIGHWAY 18 FOR 0.35 MILE TO THE AZIMUTH MARK FF0818'ON THE LEFT. FF0818' FF0818'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. FF0818 FF0818 STATION RECOVERY (1956) FF0818 FF0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 FF0818'2.8 MI E FROM NETTLETON. FF0818'2.65 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0818'THE STATION AT NETTLETON, THENCE ABOUT 0.1 MILE NORTH ALONG A FF0818'GRAVEL ROAD, ABOUT 0.15 MILE SOUTH ALONG GRAVEL ROAD FROM THE FF0818'JUNCTION OF STATE HIGHWAY 18, 19 FEET EAST OF CENTER LINE OF ROAD, FF0818'30 FEET SOUTH OF SOUTHWEST CORNER OF FENCE AROUND A SMALL OLD FF0818'FRAME HOUSE, 37 FEET SOUTH OF SOUTH ONE OF A ROW OF FOUR CATALPA FF0818'TREES, 65.4 FEET NORTH OF RM NO. 2, 68.8 FEET WEST-SOUTHWEST OF FF0818'RM NO. 1, 5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT FF0818'1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST FF0818'ABOUT FLUSH WITH GROUND. FF0818 FF0818 STATION RECOVERY (1971) FF0818 FF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) FF0818'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE FF0818'MARK NO. 2 WERE ALL FOUND DESTROYED. AFTER A LENGTHY SEARCH, THE FF0818'UNDERGROUND STATION MARK WAS FOUND IN EXCELLENT CONDITION. FF0818'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, FF0818'HOWEVER, THE MARK WOULD BE DESTROYED BY CONSTRUCTION ALONG FF0818'STATE ROUTE 18. A FIRM PLUMBING BENCH WAS ERECTED OVER THE FF0818'UNDERGROUND STATION MARK AND THE POINT HELD, AFTER WHICH THE FF0818'EXCAVATION WAS ENLARGED AND A NEW SURFACE STATION MARK WAS FF0818'SET DIRECTLY UNDER THE POINT HELD, TWO NEW REFERENCE MARKS FF0818'NO. 3 AND NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED. FF0818'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES FF0818'OBSERVED BETWEEN THE ORIGINAL AZIMUTH MARK AND ALL NEW MARKS. FF0818'AFTER ALL RECORDS WERE CHECKED, THE ORIGINAL AZIMUTH MARK FF0818'WAS DESTROYED AND THE DISK REMOVED. FF0818' FF0818'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FF0818' FF0818'THE STATION IS LOCATED ABOUT 11 MILES WEST OF LAKE CITY, ABOUT FF0818'3 MILES EAST OF NETTLETON, ABOUT 0.15 OF A MILE SOUTH OF FF0818'STATE ROUTE 18, AND ON THE PROPERTY OF MR. F.W. WADE. FF0818' FF0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63B AND FF0818'STATE ROUTE 18 NEAR THE SOUTHEAST CORNER OF JONESBORO, GO FF0818'EASTERLY ON STATE ROUTE 18 FOR 0.65 OF A MILE TO STATE ROUTE FF0818'351 RIGHT, CONTINUE EASTERLY ON STATE ROUTE 18 FOR 0.95 OF FF0818'A MILE TO THE URBAN LIMITS, CONTINUE EASTERLY ON STATE ROUTE FF0818'18 FOR 1.25 MILES TO A GRAVELED T ROAD RIGHT. HERE TURN RIGHT FF0818'ON THIS GRAVELED ROAD AND GO SOUTHERLY FOR 0.15 OF A MILE TO FF0818'THE STATION ON THE LEFT AS DESCRIBED. FF0818' FF0818'THE STATION IS 52 FEET SOUTHWEST OF A 30-INCH CATALPA TREE, FF0818'38 FEET SOUTH OF A 30-INCH CATALPA TREE, 22 FEET SOUTH OF THE FF0818'APPROXIMATE CENTER OF A PAVED DRIVE INTO SMALL LOT, 18 FEET FF0818'EAST OF THE APPROXIMENT CENTER OF THE GRAVELED ROAD, 1.0 FOOT FF0818'WEST OF A METAL WITNESS POST AND SIGN, AND IN THE SOUTHWEST FF0818'CORNER OF THE LOT NEAR THE NORTHWEST CORNER OF A FIELD. IT IS FF0818'A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE FF0818'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED NETTLE FF0818'1954 1971. FF0818' FF0818'REFERENCE MARK NO. 3 IS 67 FEET EAST OF THE APPROXIMATE CENTER FF0818'OF THE GRAVELED ROAD, 59 FEET EAST-SOUTHEAST OF A 30-INCH FF0818'CATALPA TREE, 49 FEET EAST OF A METAL WITNESS POST AND SIGN, FF0818'28 FEET SOUTH-SOUTHEAST OF A 30-INCH CATALPA TREE, AND 5 FEET FF0818'NORTH OF THE EDGE OF A CULTIVATED FIELD. IT IS A STANDARD DISK FF0818'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT FF0818'AND THE DISK IS STAMPED NETTLE 1954 NO 3 1971. FF0818' FF0818'REFERENCE MARK NO. 4 IS 87 FEET SOUTH OF THE APPROXIMATE CENTER FF0818'OF THE PAVED DRIVEWAY INTO SMALL LOT, 14 FEET EAST OF THE FF0818'APPROXIMATE CENTER OF THE GRAVELED ROAD, 1.2 FEET NORTH OF A FF0818'METAL WITNESS POST AND SIGN, AND NEAR THE WEST EDGE OF A FF0818'CULTIVATED FIELD. IT IS A STANDARD DISK SET IN THE TOP OF A FF0818'12-INCH, SQUARE, CONCRETE MONUMENT AND THE DISK IS STAMPED FF0818'NETTLE 1954 NO 4 1971. FF0818' FF0818'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 FF0818'AND REFERENCE MARK NO. 4 IS 92.81 FEET - 28.288 METERS. FF0818' FF0818'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE STATION, FF0818'48 FEET WEST AND ACROSS THE ROAD FROM A 16-INCH BLACK WALNUT FF0818'TREE, 72 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE FF0818'INTERSECTION OF THE GRAVELED ROAD AND A DRIVEWAY EAST, 33 FEET FF0818'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2.2 FEET FF0818'NORTH OF GUYED POWERLINE POLE REA 6, AND 0.8 OF A FOOT EAST FF0818'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK FF0818'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT FF0818'PROJECTS 5 INCHES AND THE DISK IS STAMPED NETTLE 1954 1971. FF0818' FF0818'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY FF0818'ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO THE MARK ON THE RIGHT FF0818'AS DESCRIBED. FF0818' FF0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 FF0818'MILES EAST OF NETTLETON. FF0818 FF0818 STATION RECOVERY (1979) FF0818 FF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH) FF0818'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD FF0818'CONDITION. REFERENCE MARK 4 WAS RECOVERED WITH THE DISK FF0818'DAMAGED. REFERENCE MARK 3 WAS NOT SEARCHED FOR. THE AZIMUTH FF0818'MARK 1971 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. FF0818' FF0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FF0818'3 MILES EAST OF NETTLETON. FF0818 FF0818 STATION RECOVERY (1979) FF0818 FF0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (FSS) FF0818'THE NEW REF. MARKS, 3 AND 4 FOR TRIANGULATION STATION NETTLE FF0818'COULD NOT BE FOUND. FF0818' FF0818'A THOROUGH SEARCH WAS MADE IN THE AREA, NO EVIDENCE OF THE MARKS FF0818'COULD BE RECOVERED. FF0818 FF0818 STATION RECOVERY (2002) FF0818 FF0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0818'MARK BELIEVED DESTROYED DURING ROAD CONST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0852 *********************************************************************** FF0852 DESIGNATION - OTWELL FF0852 PID - FF0852 FF0852 STATE/COUNTY- AR/CRAIGHEAD FF0852 USGS QUAD - OTWELL (1980) FF0852 FF0852 *CURRENT SURVEY CONTROL FF0852 ___________________________________________________________________ FF0852* NAD 83(1997)- 35 43 35.33727(N) 090 50 13.75473(W) ADJUSTED FF0852* NAVD 88 - 77.269 (meters) 253.51 (feet) ADJUSTED FF0852 ___________________________________________________________________ FF0852 LAPLACE CORR- -0.13 (seconds) DEFLEC99 FF0852 GEOID HEIGHT- -27.62 (meters) GEOID99 FF0852 DYNAMIC HT - 77.203 (meters) 253.29 (feet) COMP FF0852 MODELED GRAV- 979,777.7 (mgal) NAVD 88 FF0852 FF0852 HORZ ORDER - SECOND FF0852 VERT ORDER - FIRST CLASS II FF0852 FF0852.The horizontal coordinates were established by classical geodetic methods FF0852.and adjusted by the National Geodetic Survey in September 1999. FF0852 FF0852.The orthometric height was determined by differential leveling FF0852.and adjusted by the National Geodetic Survey in June 1991. FF0852 FF0852.The Laplace correction was computed from DEFLEC99 derived deflections. FF0852 FF0852.The geoid height was determined by GEOID99. FF0852 FF0852.The dynamic height is computed by dividing the NAVD 88 FF0852.geopotential number by the normal gravity value computed on the FF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0852.degrees latitude (g = 980.6199 gals.). FF0852 FF0852.The modeled gravity was interpolated from observed gravity values. FF0852 FF0852; North East Units Scale Converg. FF0852;SPC AR N - 155,179.814 505,198.462 MT 0.99993901 +0 40 36.0 FF0852;UTM 15 - 3,955,768.583 695,617.961 MT 1.00007156 +1 15 48.0 FF0852 FF0852: Primary Azimuth Mark Grid Az FF0852:SPC AR N - RISHER 279 23 09.1 FF0852:UTM 15 - RISHER 278 47 57.1 FF0852 FF0852|---------------------------------------------------------------------| FF0852| PID Reference Object Distance Geod. Az | FF0852| dddmmss.s | FF0852| FF2130 JIM CRANE ELEVATOR APPROX. 6.1 KM 0185617.4 | FF0852| FF0854 OTWELL RM 1 26.084 METERS 06752 | FF0852| FF0850 OTWELL AZ MK 1995447.5 | FF0852| FF2125 RISHER APPROX.12.6 KM 2800345.1 | FF0852| FF0851 M 10 61 21.122 METERS 28537 | FF0852|---------------------------------------------------------------------| FF0852 FF0852 SUPERSEDED SURVEY CONTROL FF0852 FF0852 NAD 83(1997)- 35 43 35.34174(N) 090 50 13.75562(W) AD( ) 2 FF0852 NAD 83(1986)- 35 43 35.34924(N) 090 50 13.75376(W) AD( ) 2 FF0852 NAD 27 - 35 43 35.07190(N) 090 50 13.33790(W) AD( ) 2 FF0852 NGVD 29 - 77.198 (m) 253.27 (f) ADJUSTED 1 2 FF0852 FF0852.Superseded values are not recommended for survey control. FF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0852.See file dsdata.txt to determine how the superseded data were derived. FF0852 FF0852_MARKER: DS = TRIANGULATION STATION DISK FF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0852_STAMPING: OTWELL 1954 FF0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0852+STABILITY: SURFACE MOTION FF0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0852+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FF0852 FF0852 HISTORY - Date Condition Report By FF0852 HISTORY - 1954 MONUMENTED CGS FF0852 HISTORY - 1956 GOOD CGS FF0852 HISTORY - 1975 GOOD USGS FF0852 HISTORY - 20020821 GOOD USACE FF0852 FF0852 STATION DESCRIPTION FF0852 FF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF0852'THE STATION IS LOCATED IN THE VILLAGE OF OTWELL, ABOUT 125 FF0852'FEET WEST OF THE OTWELL POST OFFICE, 104 FEET NORTHWEST OF FF0852'THE CENTER OF A CROSSROADS, 75 FEET EAST OF THE CENTER OF FF0852'A RAILROAD CROSSING, 35 FEET NORTH OF THE CENTER OF A GRAVELED FF0852'ROAD, 10 FEET SOUTH OF A FENCE AND 11 FEET SOUTHEAST OF A FF0852'4 X 4 INCH WHITE WITNESS POST. FF0852' FF0852'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FF0852'OTWELL 1954. FF0852' FF0852'REFERENCE MARK 1 IS 41 FEET WEST OF THE CENTER OF STATE FF0852'HIGHWAY 39 AND 1 FOOT EAST OF A FENCE. THE MARK PROJECTS FF0852'7 INCHES AND THE DISK IS STAMPED OTWELL NO 1 1954. FF0852' FF0852'M-10-61 (USE) IS 33 FEET NORTHEAST OF THE CENTER OF THE FF0852'RAILROAD CROSSING, 20.9 FEET EAST OF THE EAST RAIL OF THE FF0852'RAILROAD TRACKS AND 9 FEET SOUTHWEST OF A TELEPHONE POLE. FF0852'THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER FF0852'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN FF0852'DIAMETER. THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED FF0852'M-10-61. FF0852' FF0852'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF STATE FF0852'HIGHWAY 39, 15 FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE FF0852'AND 4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST. THE FF0852'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OTWELL 1954. FF0852'TO REACH THE MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY FF0852'FOR 0.25 MILE TO THE MARK ON THE LEFT. FF0852' FF0852'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FF0852 FF0852 STATION RECOVERY (1956) FF0852 FF0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 FF0852'3.7 MI S FROM GIBSON. FF0852'3.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE FF0852'ROAD CROSSING AT GIBSON, AT OTWELL, 89 FEET EAST OF EAST RAIL, FF0852'99 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39, 33 FEET NORTH FF0852'OF CENTER LINE OF A GRAVEL ROAD, 184 FEET SOUTH OF A POWER POLE FF0852'WITH THREE GUY WIRES, 61 FEET EAST OF TELEPHONE POLE NO. 137/09, FF0852'85.58 FEET SOUTHWEST OF RM NO. 1, 69.30 FEET EAST OF BM M-1C-61 FF0852'(U.S.E.) 10 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT FF0852'1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE FF0852'POST PROJECTING 1 INCH. FF0852 FF0852 STATION RECOVERY (1975) FF0852 FF0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD) FF0852'STA. MK AND RM 1 - OK USE M-10-61 DEST. AZ. MK. STEM IN PLACE, FF0852'CAP GONE. FF0852 FF0852 STATION RECOVERY (2002) FF0852 FF0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0852'THE STATION IS 2 FT E OF CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0850 *********************************************************************** FF0850 DESIGNATION - OTWELL AZ MK FF0850 PID - FF0850 FF0850 STATE/COUNTY- AR/CRAIGHEAD FF0850 USGS QUAD - OTWELL (1980) FF0850 FF0850 *CURRENT SURVEY CONTROL FF0850 ___________________________________________________________________ FF0850* NAD 83(1986)- 35 43 21. (N) 090 50 20. (W) SCALED FF0850* NAVD 88 - 76.991 (meters) 252.59 (feet) ADJUSTED FF0850 ___________________________________________________________________ FF0850 GEOID HEIGHT- -27.62 (meters) GEOID99 FF0850 DYNAMIC HT - 76.925 (meters) 252.38 (feet) COMP FF0850 MODELED GRAV- 979,777.4 (mgal) NAVD 88 FF0850 FF0850 VERT ORDER - FIRST CLASS II FF0850 FF0850.The horizontal coordinates were scaled from a topographic map and have FF0850.an estimated accuracy of +/- 6 seconds. FF0850 FF0850.The orthometric height was determined by differential leveling FF0850.and adjusted by the National Geodetic Survey in June 1991. FF0850 FF0850.The geoid height was determined by GEOID99. FF0850 FF0850.The dynamic height is computed by dividing the NAVD 88 FF0850.geopotential number by the normal gravity value computed on the FF0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0850.degrees latitude (g = 980.6199 gals.). FF0850 FF0850.The modeled gravity was interpolated from observed gravity values. FF0850 FF0850; North East Units Estimated Accuracy FF0850;SPC AR N - 154,740. 505,050. MT (+/- 180 meters Scaled) FF0850 FF0850 SUPERSEDED SURVEY CONTROL FF0850 FF0850 NGVD 29 - 76.920 (m) 252.36 (f) ADJUSTED 1 2 FF0850 FF0850.Superseded values are not recommended for survey control. FF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0850.See file dsdata.txt to determine how the superseded data were derived. FF0850 FF0850_MARKER: DZ = AZIMUTH MARK DISK FF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0850_STAMPING: OTWELL 1954 FF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0850+STABILITY: SURFACE MOTION FF0850 FF0850 HISTORY - Date Condition Report By FF0850 HISTORY - 1954 MONUMENTED CGS FF0850 HISTORY - 1956 GOOD CGS FF0850 HISTORY - 20020821 MARK NOT FOUND USACE FF0850 FF0850 STATION DESCRIPTION FF0850 FF0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0850'4 MI S FROM GIBSON. FF0850'4.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0850'THE ROAD CROSSING AT GIBSON, ABOUT 0.3 MILE SOUTH OF THE ROAD FF0850'CROSSING AT OTWELL, ACROSS STATE HIGHWAY 39 FROM TELEPHONE POLE FF0850'NO. 137/17, 42 FEET EAST OF CENTER LINE OF HIGHWAY 39, 43 FEET FF0850'SOUTH OF A FENCE CORNER, 45 FEET NORTH OF A FENCE CORNER, 98 FF0850'FEET SOUTHEAST AND ACROSS HIGHWAY FROM A POWER POLE WITH A FF0850'TRANSFORMER AND A BRANCH LINE EAST, 15 FEET SOUTH OF CENTER LINE FF0850'OF A DIM DRIVE TO REMAINS OF A BURNED OUT HOUSE, NEAR THE CENTER FF0850'OF A NORTH-SOUTH ROW OF SMALL CEDAR TREES, 3 FEET NORTH OF A WHITE FF0850'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET FF0850'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. FF0850 FF0850 STATION RECOVERY (2002) FF0850 FF0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0850'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0868 *********************************************************************** FF0868 DESIGNATION - P 183 FF0868 PID - FF0868 FF0868 STATE/COUNTY- AR/CRAIGHEAD FF0868 USGS QUAD - HERMAN (1980) FF0868 FF0868 *CURRENT SURVEY CONTROL FF0868 ___________________________________________________________________ FF0868* NAD 83(1986)- 35 49 42. (N) 090 46 56. (W) SCALED FF0868* NAVD 88 - 90.100 (meters) 295.60 (feet) ADJUSTED FF0868 ___________________________________________________________________ FF0868 GEOID HEIGHT- -27.70 (meters) GEOID99 FF0868 DYNAMIC HT - 90.024 (meters) 295.35 (feet) COMP FF0868 MODELED GRAV- 979,784.3 (mgal) NAVD 88 FF0868 FF0868 VERT ORDER - FIRST CLASS II FF0868 FF0868.The horizontal coordinates were scaled from a topographic map and have FF0868.an estimated accuracy of +/- 6 seconds. FF0868 FF0868.The orthometric height was determined by differential leveling FF0868.and adjusted by the National Geodetic Survey in June 1991. FF0868 FF0868.The geoid height was determined by GEOID99. FF0868 FF0868.The dynamic height is computed by dividing the NAVD 88 FF0868.geopotential number by the normal gravity value computed on the FF0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0868.degrees latitude (g = 980.6199 gals.). FF0868 FF0868.The modeled gravity was interpolated from observed gravity values. FF0868 FF0868; North East Units Estimated Accuracy FF0868;SPC AR N - 166,540. 510,030. MT (+/- 180 meters Scaled) FF0868 FF0868 SUPERSEDED SURVEY CONTROL FF0868 FF0868 NGVD 29 - 90.018 (m) 295.33 (f) ADJUSTED 1 2 FF0868 FF0868.Superseded values are not recommended for survey control. FF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0868.See file dsdata.txt to determine how the superseded data were derived. FF0868 FF0868_MARKER: DB = BENCH MARK DISK FF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0868_STAMPING: P 183 1956 FF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0868+STABILITY: SURFACE MOTION FF0868 FF0868 HISTORY - Date Condition Report By FF0868 HISTORY - 1956 MONUMENTED CGS FF0868 HISTORY - 20020826 MARK NOT FOUND USACE FF0868 FF0868 STATION DESCRIPTION FF0868 FF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0868'4.6 MI SW FROM JONESBORO. FF0868'4.55 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF0868'FROM THE STATION AT JONESBORO, ABOUT 4.2 MILES NORTHEAST OF FF0868'ROAD CROSSING AT GIBSON, CRAIGHEAD COUNTY, ABOUT 0.3 MILE FF0868'SOUTHWEST OF A CURVE IN TRACK WITH TANGENTS EXTENDING SOUTHWEST FF0868'AND EAST-NORTHEAST, 36.6 FEET SOUTHEAST OF SOUTHEAST RAIL, 3 FF0868'FEET NORTH OF TELEPHONE POLE NO. 129/12, 9 1/2 FEET NORTHWEST FF0868'OF A FENCE LINE, NEAR THE NORTHEAST END OF A CUT, ABOUT 1 1/2 FF0868'FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A 3-INCH IRON FF0868'PIPE PROJECTING 8 INCHES. FF0868 FF0868 STATION RECOVERY (2002) FF0868 FF0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0868'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0883 *********************************************************************** FF0883 DESIGNATION - P 246 FF0883 PID - FF0883 FF0883 STATE/COUNTY- AR/CRAIGHEAD FF0883 USGS QUAD - CASH (1980) FF0883 FF0883 *CURRENT SURVEY CONTROL FF0883 ___________________________________________________________________ FF0883* NAD 83(1986)- 35 50 13. (N) 090 54 00. (W) SCALED FF0883* NAVD 88 - 76.183 (meters) 249.94 (feet) ADJUSTED FF0883 ___________________________________________________________________ FF0883 GEOID HEIGHT- -27.73 (meters) GEOID99 FF0883 DYNAMIC HT - 76.119 (meters) 249.73 (feet) COMP FF0883 MODELED GRAV- 979,790.1 (mgal) NAVD 88 FF0883 FF0883 VERT ORDER - SECOND CLASS 0 FF0883 FF0883.The horizontal coordinates were scaled from a topographic map and have FF0883.an estimated accuracy of +/- 6 seconds. FF0883 FF0883.The orthometric height was determined by differential leveling FF0883.and adjusted by the National Geodetic Survey in June 1991. FF0883 FF0883.The geoid height was determined by GEOID99. FF0883 FF0883.The dynamic height is computed by dividing the NAVD 88 FF0883.geopotential number by the normal gravity value computed on the FF0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0883.degrees latitude (g = 980.6199 gals.). FF0883 FF0883.The modeled gravity was interpolated from observed gravity values. FF0883 FF0883; North East Units Estimated Accuracy FF0883;SPC AR N - 167,370. 499,380. MT (+/- 180 meters Scaled) FF0883 FF0883 SUPERSEDED SURVEY CONTROL FF0883 FF0883 NGVD 29 - 76.105 (m) 249.69 (f) ADJUSTED 2 0 FF0883 FF0883.Superseded values are not recommended for survey control. FF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0883.See file dsdata.txt to determine how the superseded data were derived. FF0883 FF0883_MARKER: DB = BENCH MARK DISK FF0883_SETTING: 30 = CULVERT FF0883_STAMPING: P 246 1938 FF0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0883 FF0883 HISTORY - Date Condition Report By FF0883 HISTORY - 1938 MONUMENTED CGS FF0883 HISTORY - 20020826 MARK NOT FOUND USACE FF0883 FF0883 STATION DESCRIPTION FF0883 FF0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0883'3.9 MI NE FROM CASH. FF0883'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST FF0883'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 0.5 MILE SOUTH OF THE FF0883'JUNCTION WITH STATE HIGHWAY 91, AT A CONCRETE CULVERT, ON THE FF0883'TOP OF THE WEST WING WALL, AND 4.5 FEET SOUTH OF THE NORTH END. FF0883'A STANDARD DISK, STAMPED P 246 1938. FF0883 FF0883 STATION RECOVERY (2002) FF0883 FF0883'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0883'NEW CULVERT 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0750 *********************************************************************** FF0750 DESIGNATION - Q 179 FF0750 PID - FF0750 FF0750 STATE/COUNTY- AR/CRAIGHEAD FF0750 USGS QUAD - NEEDHAM (1983) FF0750 FF0750 *CURRENT SURVEY CONTROL FF0750 ___________________________________________________________________ FF0750* NAD 83(1986)- 35 47 00. (N) 090 36 32. (W) SCALED FF0750* NAVD 88 - 71.108 (meters) 233.29 (feet) ADJUSTED FF0750 ___________________________________________________________________ FF0750 GEOID HEIGHT- -27.76 (meters) GEOID99 FF0750 DYNAMIC HT - 71.047 (meters) 233.09 (feet) COMP FF0750 MODELED GRAV- 979,778.3 (mgal) NAVD 88 FF0750 FF0750 VERT ORDER - FIRST CLASS II FF0750 FF0750.The horizontal coordinates were scaled from a topographic map and have FF0750.an estimated accuracy of +/- 6 seconds. FF0750 FF0750.The orthometric height was determined by differential leveling FF0750.and adjusted by the National Geodetic Survey in January 1995. FF0750 FF0750.The geoid height was determined by GEOID99. FF0750 FF0750.The dynamic height is computed by dividing the NAVD 88 FF0750.geopotential number by the normal gravity value computed on the FF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0750.degrees latitude (g = 980.6199 gals.). FF0750 FF0750.The modeled gravity was interpolated from observed gravity values. FF0750 FF0750; North East Units Estimated Accuracy FF0750;SPC AR N - 161,750. 525,760. MT (+/- 180 meters Scaled) FF0750 FF0750 SUPERSEDED SURVEY CONTROL FF0750 FF0750 NGVD 29 - 71.029 (m) 233.03 (f) ADJUSTED 1 2 FF0750 FF0750.Superseded values are not recommended for survey control. FF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0750.See file dsdata.txt to determine how the superseded data were derived. FF0750 FF0750_MARKER: DB = BENCH MARK DISK FF0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0750_STAMPING: Q 179 1956 FF0750_MARK LOGO: CGS FF0750_MAGNETIC: N = NO MAGNETIC MATERIAL FF0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0750+STABILITY: SURFACE MOTION FF0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0750+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1992 FF0750 FF0750 HISTORY - Date Condition Report By FF0750 HISTORY - 1956 MONUMENTED CGS FF0750 HISTORY - 19920322 GOOD NGS FF0750 HISTORY - 20020814 POOR USACE FF0750 FF0750 STATION DESCRIPTION FF0750 FF0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0750'3.6 MI NW FROM BAY. FF0750'3.65 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FF0750'FROM THE STATION AT BAY, ABOUT 3.2 MILES SOUTHEAST OF THE STATION FF0750'AT NETTLETON, 31 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 250 FEET FF0750'NORTHWEST OF CENTER OF A ROAD CROSSING, 116 1/2 FEET WEST-SOUTHWEST FF0750'OF WEST CORNER OF A FRAME CHURCH BUILDING, 33 FEET WEST OF THE FF0750'WESTERLY ONE OF TWO 30-INCH OAK TREES, 8 FEET SOUTHEAST OF MILE FF0750'POLE NO. 427 AND IN LINE WITH ROW OF TELEPHONE POLES, ABOUT 4 FF0750'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FF0750'PROJECTING 4 INCHES. FF0750 FF0750 STATION RECOVERY (1992) FF0750 FF0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0750'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF0750'FROM THE JUNCTION OF STATE HIGHWAY 351 (INDUSTRIAL DRIVE) IN FF0750'JONESBORO, 75.5 M (247.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED FF0750'ROAD, 35.5 M (116.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 33.0 M FF0750'(108.3 FT) WEST OF THE WEST CORNER OF A HOUSE, 9.6 M (31.5 FT) FF0750'NORTHEAST OF THE NEAR RAIL, 3.1 M (10.2 FT) SOUTH OF RAILROAD MILEPOST FF0750'427, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) FF0750'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M FF0750'(0.16 FT) ABOVE THE GROUND SURFACE. FF0750 FF0750 STATION RECOVERY (2002) FF0750 FF0750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0750'DISK HAS BEEN SHEARED OFF. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0869 *********************************************************************** FF0869 DESIGNATION - Q 183 FF0869 PID - FF0869 FF0869 STATE/COUNTY- AR/CRAIGHEAD FF0869 USGS QUAD - HERMAN (1980) FF0869 FF0869 *CURRENT SURVEY CONTROL FF0869 ___________________________________________________________________ FF0869* NAD 83(1986)- 35 50 07. (N) 090 46 25. (W) SCALED FF0869* NAVD 88 - 84.744 (meters) 278.03 (feet) ADJUSTED FF0869 ___________________________________________________________________ FF0869 GEOID HEIGHT- -27.71 (meters) GEOID99 FF0869 DYNAMIC HT - 84.672 (meters) 277.79 (feet) COMP FF0869 MODELED GRAV- 979,784.1 (mgal) NAVD 88 FF0869 FF0869 VERT ORDER - FIRST CLASS II FF0869 FF0869.The horizontal coordinates were scaled from a topographic map and have FF0869.an estimated accuracy of +/- 6 seconds. FF0869 FF0869.The orthometric height was determined by differential leveling FF0869.and adjusted by the National Geodetic Survey in June 1991. FF0869 FF0869.The geoid height was determined by GEOID99. FF0869 FF0869.The dynamic height is computed by dividing the NAVD 88 FF0869.geopotential number by the normal gravity value computed on the FF0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0869.degrees latitude (g = 980.6199 gals.). FF0869 FF0869.The modeled gravity was interpolated from observed gravity values. FF0869 FF0869; North East Units Estimated Accuracy FF0869;SPC AR N - 167,320. 510,800. MT (+/- 180 meters Scaled) FF0869 FF0869 SUPERSEDED SURVEY CONTROL FF0869 FF0869 NGVD 29 - 84.661 (m) 277.76 (f) ADJUSTED 1 2 FF0869 FF0869.Superseded values are not recommended for survey control. FF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0869.See file dsdata.txt to determine how the superseded data were derived. FF0869 FF0869_MARKER: DB = BENCH MARK DISK FF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0869_STAMPING: Q 183 1956 FF0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0869+STABILITY: SURFACE MOTION FF0869 FF0869 HISTORY - Date Condition Report By FF0869 HISTORY - 1956 MONUMENTED CGS FF0869 HISTORY - 20020826 MARK NOT FOUND USACE FF0869 FF0869 STATION DESCRIPTION FF0869 FF0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0869'3.9 MI SW FROM JONESBORO. FF0869'3.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF0869'FROM THE STATION AT JONESBORO, ACROSS TRACK FROM A POINT BETWEEN FF0869'TELEPHONE POLES 128/22 AND 128/23, ABOUT 90 YARDS WEST-SOUTHWEST FF0869'OF WEST-SOUTHWEST END OF TRESTLE NO. 128/71, ABOUT 69 YARDS FF0869'EAST-NORTHEAST OF EAST-NORTHEAST END OF TRESTLE NO. 128.81, 48 FF0869'FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 1 FOOT NORTH-NORTHWEST FF0869'OF A FENCE LINE, 35 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 21 1/2 FF0869'FEET SOUTHWEST OF A 30-INCH SHAG BARK HICKORY TREE, 1 FOOT ABOVE FF0869'LEVEL OF ROAD, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, FF0869'ABOUT 7 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE FF0869'POST PROJECTING 2 INCHES. FF0869 FF0869 STATION RECOVERY (2002) FF0869 FF0869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0869'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0885 *********************************************************************** FF0885 DESIGNATION - Q 246 FF0885 PID - FF0885 FF0885 STATE/COUNTY- AR/CRAIGHEAD FF0885 USGS QUAD - HERMAN (1980) FF0885 FF0885 *CURRENT SURVEY CONTROL FF0885 ___________________________________________________________________ FF0885* NAD 83(1986)- 35 50 38. (N) 090 52 19. (W) SCALED FF0885* NAVD 88 - 77.773 (meters) 255.16 (feet) ADJUSTED FF0885 ___________________________________________________________________ FF0885 GEOID HEIGHT- -27.73 (meters) GEOID99 FF0885 DYNAMIC HT - 77.708 (meters) 254.95 (feet) COMP FF0885 MODELED GRAV- 979,790.9 (mgal) NAVD 88 FF0885 FF0885 VERT ORDER - SECOND CLASS 0 FF0885 FF0885.The horizontal coordinates were scaled from a topographic map and have FF0885.an estimated accuracy of +/- 6 seconds. FF0885 FF0885.The orthometric height was determined by differential leveling FF0885.and adjusted by the National Geodetic Survey in June 1991. FF0885 FF0885.The geoid height was determined by GEOID99. FF0885 FF0885.The dynamic height is computed by dividing the NAVD 88 FF0885.geopotential number by the normal gravity value computed on the FF0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0885.degrees latitude (g = 980.6199 gals.). FF0885 FF0885.The modeled gravity was interpolated from observed gravity values. FF0885 FF0885; North East Units Estimated Accuracy FF0885;SPC AR N - 168,170. 501,900. MT (+/- 180 meters Scaled) FF0885 FF0885 SUPERSEDED SURVEY CONTROL FF0885 FF0885 NGVD 29 - 77.693 (m) 254.90 (f) ADJUSTED 2 0 FF0885 FF0885.Superseded values are not recommended for survey control. FF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0885.See file dsdata.txt to determine how the superseded data were derived. FF0885 FF0885_MARKER: DB = BENCH MARK DISK FF0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0885_STAMPING: Q 246 1938 FF0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0885+STABILITY: SURFACE MOTION FF0885 FF0885 HISTORY - Date Condition Report By FF0885 HISTORY - 1938 MONUMENTED CGS FF0885 HISTORY - 20020826 MARK NOT FOUND USACE FF0885 FF0885 STATION DESCRIPTION FF0885 FF0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0885'6.1 MI NE FROM CASH. FF0885'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST FF0885'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 1.6 MILES EAST OF THE FF0885'JUNCTION WITH STATE HIGHWAY 91, AND 50 FEET NORTH OF CENTER LINE FF0885'OF THE HIGHWAY. A STANDARD DISK, STAMPED Q 246 1938 AND SET IN FF0885'THE TOP OF A CONCRETE POST. FF0885 FF0885 STATION RECOVERY (2002) FF0885 FF0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0885'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0888 *********************************************************************** FF0888 DESIGNATION - R 246 FF0888 PID - FF0888 FF0888 STATE/COUNTY- AR/CRAIGHEAD FF0888 USGS QUAD - HERMAN (1980) FF0888 FF0888 *CURRENT SURVEY CONTROL FF0888 ___________________________________________________________________ FF0888* NAD 83(1986)- 35 51 00. (N) 090 49 02. (W) SCALED FF0888* NAVD 88 - 91.647 (meters) 300.68 (feet) ADJUSTED FF0888 ___________________________________________________________________ FF0888 GEOID HEIGHT- -27.72 (meters) GEOID99 FF0888 DYNAMIC HT - 91.570 (meters) 300.43 (feet) COMP FF0888 MODELED GRAV- 979,789.6 (mgal) NAVD 88 FF0888 FF0888 VERT ORDER - SECOND CLASS 0 FF0888 FF0888.The horizontal coordinates were scaled from a topographic map and have FF0888.an estimated accuracy of +/- 6 seconds. FF0888 FF0888.The orthometric height was determined by differential leveling FF0888.and adjusted by the National Geodetic Survey in June 1991. FF0888 FF0888.The geoid height was determined by GEOID99. FF0888 FF0888.The dynamic height is computed by dividing the NAVD 88 FF0888.geopotential number by the normal gravity value computed on the FF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0888.degrees latitude (g = 980.6199 gals.). FF0888 FF0888.The modeled gravity was interpolated from observed gravity values. FF0888 FF0888; North East Units Estimated Accuracy FF0888;SPC AR N - 168,900. 506,840. MT (+/- 180 meters Scaled) FF0888 FF0888 SUPERSEDED SURVEY CONTROL FF0888 FF0888 NGVD 29 - 91.565 (m) 300.41 (f) ADJUSTED 2 0 FF0888 FF0888.Superseded values are not recommended for survey control. FF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0888.See file dsdata.txt to determine how the superseded data were derived. FF0888 FF0888_MARKER: DB = BENCH MARK DISK FF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0888_STAMPING: R 246 1938 FF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0888+STABILITY: SURFACE MOTION FF0888 FF0888 HISTORY - Date Condition Report By FF0888 HISTORY - 1938 MONUMENTED CGS FF0888 HISTORY - 20020826 MARK NOT FOUND USACE FF0888 FF0888 STATION DESCRIPTION FF0888 FF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0888'3.6 MI S FROM BONO. FF0888'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF0888'AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT 2.7 MILES WEST ALONG FF0888'STATE HIGHWAY 18, ON THE EAST SLOPE OF A SMALL HILL, 42 FEET FF0888'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF A FENCE FF0888'LINE, AND 27 FEET EAST OF A LANE LEADING TO A FARMHOUSE THROUGH FF0888'A GROVE OF LARGE OAK TREES. A STANDARD DISK, STAMPED R 246 1938 FF0888'AND SET IN THE TOP OF A CONCRETE POST. FF0888 FF0888 STATION RECOVERY (2002) FF0888 FF0888'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0888'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2205 *********************************************************************** FF2205 DESIGNATION - R 315 FF2205 PID - FF2205 FF2205 STATE/COUNTY- AR/CRAIGHEAD FF2205 USGS QUAD - BONO (1980) FF2205 FF2205 *CURRENT SURVEY CONTROL FF2205 ___________________________________________________________________ FF2205* NAD 83(1986)- 35 54 51. (N) 090 48 18. (W) SCALED FF2205* NAVD 88 - 78.898 (meters) 258.85 (feet) ADJUSTED FF2205 ___________________________________________________________________ FF2205 GEOID HEIGHT- -27.78 (meters) GEOID99 FF2205 DYNAMIC HT - 78.832 (meters) 258.63 (feet) COMP FF2205 MODELED GRAV- 979,796.6 (mgal) NAVD 88 FF2205 FF2205 VERT ORDER - FIRST CLASS II FF2205 FF2205.The horizontal coordinates were scaled from a topographic map and have FF2205.an estimated accuracy of +/- 6 seconds. FF2205 FF2205.The orthometric height was determined by differential leveling FF2205.and adjusted by the National Geodetic Survey in January 1995. FF2205 FF2205.The geoid height was determined by GEOID99. FF2205 FF2205.The dynamic height is computed by dividing the NAVD 88 FF2205.geopotential number by the normal gravity value computed on the FF2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2205.degrees latitude (g = 980.6199 gals.). FF2205 FF2205.The modeled gravity was interpolated from observed gravity values. FF2205 FF2205; North East Units Estimated Accuracy FF2205;SPC AR N - 176,040. 507,850. MT (+/- 180 meters Scaled) FF2205 FF2205 SUPERSEDED SURVEY CONTROL FF2205 FF2205 NGVD 29 - 78.816 (m) 258.58 (f) ADJUSTED 1 2 FF2205 FF2205.Superseded values are not recommended for survey control. FF2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2205.See file dsdata.txt to determine how the superseded data were derived. FF2205 FF2205_MARKER: I = METAL ROD FF2205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2205_STAMPING: R 315 1990 FF2205_MARK LOGO: NGS FF2205_PROJECTION: FLUSH FF2205_MAGNETIC: I = MARKER IS A STEEL ROD FF2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2205+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF2205_ROD/PIPE-DEPTH: 6.0 meters FF2205 FF2205 HISTORY - Date Condition Report By FF2205 HISTORY - 1990 MONUMENTED NGS FF2205 HISTORY - 20020827 GOOD USACE FF2205 FF2205 STATION DESCRIPTION FF2205 FF2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2205'0.5 KM (0.30 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2205'IN BONO, 28.4 M (93.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FF2205'REVIVAL TEMPLE CHURCH, 16.4 M (53.8 FT) EAST OF THE HIGHWAY FF2205'CENTERLINE, 9.6 M (31.5 FT) NORTH OF THE MOST NORTHERLY OF 2 FF2205'DRIVEWAYS, 5.9 M (19.4 FT) NORTHEAST OF THE SOUTHEAST END OF A FF2205'36-INCH PIPE CULVERT, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 FF2205'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM FF2205'POINT IS THROUGH A 5-INCH LOGO CAP. FF2205 FF2205 STATION RECOVERY (2002) FF2205 FF2205'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2205'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2125 *********************************************************************** FF2125 DESIGNATION - RISHER FF2125 PID - FF2125 FF2125 STATE/COUNTY- AR/CRAIGHEAD FF2125 USGS QUAD - RISHER (1980) FF2125 FF2125 *CURRENT SURVEY CONTROL FF2125 ___________________________________________________________________ FF2125* NAD 83(1997)- 35 44 46.33203(N) 090 58 26.45379(W) ADJUSTED FF2125* NAVD 88 - 74. (meters) 243. (feet) SCALED FF2125 ___________________________________________________________________ FF2125 LAPLACE CORR- -0.37 (seconds) DEFLEC99 FF2125 GEOID HEIGHT- -27.63 (meters) GEOID99 FF2125 FF2125 HORZ ORDER - SECOND FF2125 FF2125.The horizontal coordinates were established by classical geodetic methods FF2125.and adjusted by the National Geodetic Survey in September 1999. FF2125 FF2125.The orthometric height was scaled from a topographic map. FF2125 FF2125.The Laplace correction was computed from DEFLEC99 derived deflections. FF2125 FF2125.The geoid height was determined by GEOID99. FF2125 FF2125; North East Units Scale Converg. FF2125;SPC AR N - 157,230.045 492,794.836 MT 0.99993992 +0 35 49.3 FF2125;UTM 15 - 3,957,691.878 683,192.712 MT 1.00001355 +1 11 02.0 FF2125 FF2125: Primary Azimuth Mark Grid Az FF2125:SPC AR N - RISHER AZ MK 214 43 55.9 FF2125:UTM 15 - RISHER AZ MK 214 08 43.2 FF2125 FF2125|---------------------------------------------------------------------| FF2125| PID Reference Object Distance Geod. Az | FF2125| dddmmss.s | FF2125| FF2131 CASH R BRANDS RICE MILLS ELEV APPROX. 6.8 KM 0375653.7 | FF2125| CI5400 RISHER RM 1 26.921 METERS 13954 | FF2125| CI5399 RISHER AZ MK 2151945.2 | FF2125| CI5401 RISHER RM 2 30.645 METERS 24237 | FF2125|---------------------------------------------------------------------| FF2125 FF2125 SUPERSEDED SURVEY CONTROL FF2125 FF2125 NAD 83(1997)- 35 44 46.33680(N) 090 58 26.45403(W) AD( ) 2 FF2125 NAD 83(1986)- 35 44 46.34385(N) 090 58 26.45362(W) AD( ) 2 FF2125 NAD 27 - 35 44 46.06740(N) 090 58 26.01940(W) AD( ) 2 FF2125 FF2125.Superseded values are not recommended for survey control. FF2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2125.See file dsdata.txt to determine how the superseded data were derived. FF2125 FF2125_MARKER: DS = TRIANGULATION STATION DISK FF2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF2125 FF2125 HISTORY - Date Condition Report By FF2125 HISTORY - 1954 MONUMENTED CGS FF2125 HISTORY - 20020826 MARK NOT FOUND USACE FF2125 FF2125 STATION DESCRIPTION FF2125 FF2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF2125'THE STATION IS IN SECTION 22, T 13 N., W 1 E, ABOUT 13 MILES FF2125'EAST OF TUCKERMAN, 5 MILES SOUTH OF CASH, ON THE EAST SIDE FF2125'OF STATE HIGHWAY 18 IN A POINT OF GROUND FORMED BY A DIRT FF2125'ROAD LEADING SOUTH AND THE HIGHWAY, ACROSS THE HIGHWAY FROM FF2125'THE RALPH D, BURKE GROCERY STORE, 99 FEET EAST OF THE CENTER FF2125'OF THE HIGHWAY, 40 FEET SOUTH OF A POWERLINE POLE, 28 FEET FF2125'WEST OF A GRAVELED ROAD, 7 FEET WEST OF A WHITE 4 IN X 4 IN FF2125'WITNESS POST AND ON LAND OWNED BY MR. BUD FARLEY. FF2125' FF2125'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY FF2125'18 AND A GRAVELED ROAD AT THE SOUTH EDGE OF THE TOWN OF FF2125'CASH, GO SOUTHWESTERLY ON STATE HIGHWAY 18 AND A GRAVELED FF2125'ROAD AT THE SOUTH EDGE OF THE TOWN OF CASH, GO SOUTHWESTERLY FF2125'ON STATE HIGHWAY 18 FOR 5 MILES TO THE SMALL SETTLEMENT OF FF2125'RISHER AND THE STATION AS DESCRIBED. FF2125' FF2125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY FF2125'ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED. FF2125' FF2125'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE FF2125'DISK IS STAMPED RISHER 1954. FF2125' FF2125'REFERENCE MARK 1 IS 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER FF2125'OF A HOUSE AND 21 FEET EAST OF A GRAVELED ROAD. THE MARK FF2125'PROJECTS 4 INCHES AND THE DISK IS STAMPED RISHER NO 1 1954. FF2125' FF2125'REFERENCE MARK 2 IS 47 FEET EAST OF THE CENTER OF THE HIGHWAY. FF2125'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RISHER FF2125'NO 2 1954. FF2125' FF2125'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY, FF2125'2 FEET NORTH OF A POWERLINE POLE AND 2 FEET NORTHEAST OF FF2125'A WHITE 4 IN X 4 IN WITNESS POST. THE MARK PROJECTS 3 INCHES FF2125'AND THE DISK IS STAMPED RISHER 1954. FF2125' FF2125'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH FF2125'CONCRETE POSTS. FF2125' FF2125'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF2125 FF2125 STATION RECOVERY (2002) FF2125 FF2125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2125'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0853 *********************************************************************** FF0853 DESIGNATION - RM FF0853 PID - FF0853 FF0853 STATE/COUNTY- AR/CRAIGHEAD FF0853 USGS QUAD - OTWELL (1980) FF0853 FF0853 *CURRENT SURVEY CONTROL FF0853 ___________________________________________________________________ FF0853* NAD 83(1986)- 35 43 34. (N) 090 50 12. (W) SCALED FF0853* NAVD 88 - 77.173 (meters) 253.19 (feet) ADJUSTED FF0853 ___________________________________________________________________ FF0853 GEOID HEIGHT- -27.62 (meters) GEOID99 FF0853 DYNAMIC HT - 77.107 (meters) 252.98 (feet) COMP FF0853 MODELED GRAV- 979,777.7 (mgal) NAVD 88 FF0853 FF0853 VERT ORDER - FIRST CLASS II FF0853 FF0853.The horizontal coordinates were scaled from a topographic map and have FF0853.an estimated accuracy of +/- 6 seconds. FF0853 FF0853.The orthometric height was determined by differential leveling FF0853.and adjusted by the National Geodetic Survey in June 1991. FF0853 FF0853.The geoid height was determined by GEOID99. FF0853 FF0853.The dynamic height is computed by dividing the NAVD 88 FF0853.geopotential number by the normal gravity value computed on the FF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0853.degrees latitude (g = 980.6199 gals.). FF0853 FF0853.The modeled gravity was interpolated from observed gravity values. FF0853 FF0853; North East Units Estimated Accuracy FF0853;SPC AR N - 155,140. 505,240. MT (+/- 180 meters Scaled) FF0853 FF0853 SUPERSEDED SURVEY CONTROL FF0853 FF0853 NGVD 29 - 77.101 (m) 252.96 (f) ADJUSTED 1 2 FF0853 FF0853.Superseded values are not recommended for survey control. FF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0853.See file dsdata.txt to determine how the superseded data were derived. FF0853 FF0853_MARKER: DR = REFERENCE MARK DISK FF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0853+STABILITY: SURFACE MOTION FF0853 FF0853 HISTORY - Date Condition Report By FF0853 HISTORY - UNK MONUMENTED DOD FF0853 HISTORY - 1956 GOOD CGS FF0853 HISTORY - 20020821 MARK NOT FOUND USACE FF0853 FF0853 STATION DESCRIPTION FF0853 FF0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0853'3.7 MI S FROM GIBSON. FF0853'3.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0853'THE ROAD CROSSING AT GIBSON, AT OTWELL, 193 FEET EAST-NORTHEAST FF0853'OF CENTER OF INTERSECTION OF STATE HIGHWAY 39 AND AN EAST-WEST FF0853'ROAD, 192 FEET EAST OF CENTER LINE OF HIGHWAY 39, 109 FEET FF0853'EAST-SOUTHEAST OF SOUTHEAST CORNER OF POST OFFICE, 21 FEET NORTH FF0853'OF CENTER LINE OF ROAD, 8 FEET EAST OF A FENCE CORNER, IN A FENCE FF0853'LINE, ABOUT 1 FOOT ABOVE LEVEL OF GRAVEL ROAD AND SET IN THE TOP FF0853'OF A CONCRETE POST PROJECTING 6 INCHES. FF0853 FF0853 STATION RECOVERY (2002) FF0853 FF0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0853'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0890 *********************************************************************** FF0890 DESIGNATION - S 246 FF0890 PID - FF0890 FF0890 STATE/COUNTY- AR/CRAIGHEAD FF0890 USGS QUAD - HERMAN (1980) FF0890 FF0890 *CURRENT SURVEY CONTROL FF0890 ___________________________________________________________________ FF0890* NAD 83(1986)- 35 51 26. (N) 090 47 18. (W) SCALED FF0890* NAVD 88 - 92.320 (meters) 302.89 (feet) ADJUSTED FF0890 ___________________________________________________________________ FF0890 GEOID HEIGHT- -27.73 (meters) GEOID99 FF0890 DYNAMIC HT - 92.242 (meters) 302.63 (feet) COMP FF0890 MODELED GRAV- 979,787.3 (mgal) NAVD 88 FF0890 FF0890 VERT ORDER - SECOND CLASS 0 FF0890 FF0890.The horizontal coordinates were scaled from a topographic map and have FF0890.an estimated accuracy of +/- 6 seconds. FF0890 FF0890.The orthometric height was determined by differential leveling FF0890.and adjusted by the National Geodetic Survey in June 1991. FF0890 FF0890.The geoid height was determined by GEOID99. FF0890 FF0890.The dynamic height is computed by dividing the NAVD 88 FF0890.geopotential number by the normal gravity value computed on the FF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0890.degrees latitude (g = 980.6199 gals.). FF0890 FF0890.The modeled gravity was interpolated from observed gravity values. FF0890 FF0890; North East Units Estimated Accuracy FF0890;SPC AR N - 169,740. 509,440. MT (+/- 180 meters Scaled) FF0890 FF0890 SUPERSEDED SURVEY CONTROL FF0890 FF0890 NGVD 29 - 92.237 (m) 302.61 (f) ADJUSTED 2 0 FF0890 FF0890.Superseded values are not recommended for survey control. FF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0890.See file dsdata.txt to determine how the superseded data were derived. FF0890 FF0890_MARKER: DB = BENCH MARK DISK FF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0890_STAMPING: S 246 1938 FF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0890+STABILITY: SURFACE MOTION FF0890 FF0890 HISTORY - Date Condition Report By FF0890 HISTORY - 1938 MONUMENTED CGS FF0890 HISTORY - 20020826 POOR USACE FF0890 FF0890 STATION DESCRIPTION FF0890 FF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0890'3.6 MI S FROM BONO. FF0890'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF0890'AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT 0.7 MILE WEST ALONG STATE FF0890'HIGHWAY 18, ON THE EAST SLOPE OF A HILL, 63 FEET EAST OF THE FF0890'CENTER LINE OF A ROAD LEADING SOUTH TO HERMAN CHURCH, AND ABOUT FF0890'52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A STANDARD FF0890'DISK, STAMPED S 246 1938 AND SET IN THE TOP OF A CONCRETE POST. FF0890 FF0890 STATION RECOVERY (2002) FF0890 FF0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0890'DISK MISSING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0749 *********************************************************************** FF0749 DESIGNATION - S 3 FF0749 PID - FF0749 FF0749 STATE/COUNTY- AR/CRAIGHEAD FF0749 USGS QUAD - NEEDHAM (1983) FF0749 FF0749 *CURRENT SURVEY CONTROL FF0749 ___________________________________________________________________ FF0749* NAD 83(1986)- 35 47 42. (N) 090 37 20. (W) SCALED FF0749* NAVD 88 - 72.264 (meters) 237.09 (feet) ADJUSTED FF0749 ___________________________________________________________________ FF0749 GEOID HEIGHT- -27.76 (meters) GEOID99 FF0749 DYNAMIC HT - 72.203 (meters) 236.89 (feet) COMP FF0749 MODELED GRAV- 979,779.2 (mgal) NAVD 88 FF0749 FF0749 VERT ORDER - FIRST CLASS II FF0749 FF0749.The horizontal coordinates were scaled from a topographic map and have FF0749.an estimated accuracy of +/- 6 seconds. FF0749 FF0749.The orthometric height was determined by differential leveling FF0749.and adjusted by the National Geodetic Survey in January 1995. FF0749.WARNING-Repeat measurements at this control monument indicate possible FF0749.vertical movement. FF0749 FF0749.The geoid height was determined by GEOID99. FF0749 FF0749.The dynamic height is computed by dividing the NAVD 88 FF0749.geopotential number by the normal gravity value computed on the FF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0749.degrees latitude (g = 980.6199 gals.). FF0749 FF0749.The modeled gravity was interpolated from observed gravity values. FF0749 FF0749; North East Units Estimated Accuracy FF0749;SPC AR N - 163,030. 524,540. MT (+/- 180 meters Scaled) FF0749 FF0749 SUPERSEDED SURVEY CONTROL FF0749 FF0749 NGVD 29 - 72.186 (m) 236.83 (f) ADJUSTED 1 2 FF0749 FF0749.Superseded values are not recommended for survey control. FF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0749.See file dsdata.txt to determine how the superseded data were derived. FF0749 FF0749_MARKER: DB = BENCH MARK DISK FF0749_SETTING: 32 = HEADWALL FF0749_STAMPING: S 3 1928 236.870 FF0749_MARK LOGO: CGS FF0749_MAGNETIC: N = NO MAGNETIC MATERIAL FF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0749+STABILITY: SURFACE MOTION FF0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0749+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF0749 FF0749 HISTORY - Date Condition Report By FF0749 HISTORY - 1928 MONUMENTED CGS FF0749 HISTORY - 1956 GOOD CGS FF0749 HISTORY - 19920322 GOOD NGS FF0749 HISTORY - 20020814 GOOD USACE FF0749 FF0749 STATION DESCRIPTION FF0749 FF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0749'2.2 MI SE FROM NETTLETON. FF0749'2.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0749'THE STATION AT NETTLETON, IN THE TOP AND 1 FOOT SOUTHEAST OF FF0749'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX FF0749'CULVERT UNDER TRACK, 9 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 107 FF0749'FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM MILE POLE 426 AND ABOUT FF0749'3 FEET BELOW LEVEL OF TRACK. FF0749 FF0749 STATION RECOVERY (1992) FF0749 FF0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0749'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF0749'FROM THE JUNCTION OF STATE HIGHWAY 351 (INDUSTRIAL DRIVE) IN FF0749'JONESBORO, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST FF0749'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, FF0749'8.4 M (27.6 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 2.9 M FF0749'(9.5 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE FF0749'LEVEL OF THE TRACK. FF0749 FF0749 STATION RECOVERY (2002) FF0749 FF0749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0749'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0866 *********************************************************************** FF0866 DESIGNATION - SLOAN FF0866 PID - FF0866 FF0866 STATE/COUNTY- AR/CRAIGHEAD FF0866 USGS QUAD - HERMAN (1980) FF0866 FF0866 *CURRENT SURVEY CONTROL FF0866 ___________________________________________________________________ FF0866* NAD 83(1997)- 35 49 00.28593(N) 090 46 58.51702(W) ADJUSTED FF0866* NAVD 88 - 119.276 (meters) 391.32 (feet) ADJUSTED FF0866 ___________________________________________________________________ FF0866 LAPLACE CORR- 0.09 (seconds) DEFLEC99 FF0866 GEOID HEIGHT- -27.69 (meters) GEOID99 FF0866 DYNAMIC HT - 119.175 (meters) 390.99 (feet) COMP FF0866 MODELED GRAV- 979,783.4 (mgal) NAVD 88 FF0866 FF0866 HORZ ORDER - SECOND FF0866 VERT ORDER - FIRST CLASS II FF0866 FF0866.The horizontal coordinates were established by classical geodetic methods FF0866.and adjusted by the National Geodetic Survey in September 1999. FF0866 FF0866.The orthometric height was determined by differential leveling FF0866.and adjusted by the National Geodetic Survey in June 1991. FF0866 FF0866.The Laplace correction was computed from DEFLEC99 derived deflections. FF0866 FF0866.The geoid height was determined by GEOID99. FF0866 FF0866.The dynamic height is computed by dividing the NAVD 88 FF0866.geopotential number by the normal gravity value computed on the FF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0866.degrees latitude (g = 980.6199 gals.). FF0866 FF0866.The modeled gravity was interpolated from observed gravity values. FF0866 FF0866; North East Units Scale Converg. FF0866;SPC AR N - 165,252.923 509,980.669 MT 0.99994414 +0 42 29.6 FF0866;UTM 15 - 3,965,891.683 700,297.181 MT 1.00009438 +1 17 52.3 FF0866 FF0866: Primary Azimuth Mark Grid Az FF0866:SPC AR N - SLOAN AZ MK 283 04 50.8 FF0866:UTM 15 - SLOAN AZ MK 282 29 28.1 FF0866 FF0866|---------------------------------------------------------------------| FF0866| PID Reference Object Distance Geod. Az | FF0866| dddmmss.s | FF0866| FF2105 JONESBORO RADIO STA KNEA MAST APPROX. 6.4 KM 0485356.1 | FF0866| FF0867 SLOAN RM 1 28.529 METERS 08324 | FF0866| FF2130 JIM CRANE ELEVATOR APPROX. 5.1 KM 2144127.3 | FF0866| FF2131 CASH R BRANDS RICE MILLS ELEV APPROX.13.3 KM 2592155.0 | FF0866| FF0864 SLOAN AZ MK 2834720.4 | FF0866| FF0865 SLOAN RM 2 26.247 METERS 33904 | FF0866|---------------------------------------------------------------------| FF0866 FF0866 SUPERSEDED SURVEY CONTROL FF0866 FF0866 NAD 83(1997)- 35 49 00.29291(N) 090 46 58.51770(W) AD( ) 2 FF0866 NAD 83(1986)- 35 49 00.29737(N) 090 46 58.51649(W) AD( ) 2 FF0866 NAD 27 - 35 49 00.02560(N) 090 46 58.10450(W) AD( ) 2 FF0866 NGVD 29 - 119.194 (m) 391.06 (f) ADJUSTED 1 2 FF0866 FF0866.Superseded values are not recommended for survey control. FF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0866.See file dsdata.txt to determine how the superseded data were derived. FF0866 FF0866_MARKER: DS = TRIANGULATION STATION DISK FF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0866_STAMPING: SLOAN 1954 FF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0866+STABILITY: SURFACE MOTION FF0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0866+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 FF0866 FF0866 HISTORY - Date Condition Report By FF0866 HISTORY - 1954 MONUMENTED CGS FF0866 HISTORY - 1956 GOOD CGS FF0866 HISTORY - 1956 GOOD CGS FF0866 HISTORY - 20020826 GOOD USACE FF0866 FF0866 STATION DESCRIPTION FF0866 FF0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF0866'THE STATION IS IN SECTION 28, R 3 E, T 14 N, ON A SMALL KNOLL FF0866'THAT AT ONE TIME WAS THE SITE OF SOME FARM BUILDINGS, ON LAND FF0866'OWNED BY MR. EUGENE SLOAN OF JONESBORO, ABOUT 4.5 MILES FF0866'WEST-SOUTHWEST OF JONESBORO, 81 FEET SOUTH OF THE CENTER OF A FF0866'GRAVELED ROAD, 60 FEET SOUTH OF A WIRE FENCE, 20 FEET SOUTHEAST FF0866'OF THE EAST WALL OF A DUG WELL AND 15 FEET SOUTHEAST OF A WHITE FF0866'4 IN X 4 IN WITNESS POST. FF0866' FF0866'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 1, FF0866'18 AND U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO FF0866'WESTERLY ON STATE HIGHWAY 18 AND U.S. HIGHWAY 63 FOR 1.4 MILES FF0866'AT A CROSS STREET WHERE THE HIGHWAYS GO STRAIGHT NORTH, TURN FF0866'LEFT AND GO WEST ON A MACADAM ROAD FOR 0.8 MILE TO A ROAD FORK FF0866'AT THE BURVILLAH SCHOOL HOUSE, TURN LEFT AND FOLLOW THE MAIN FF0866'ROAD FOR 1.1 MILE TO ANOTHER ROAD FORK, CONTINUE SOUTHEASTERLY FF0866'ON THE MAIN ROAD FOR 1.1 MILES TO A NARROW WOODEN BRIDGE, FF0866'CONTINUE ON THE MAIN ROAD (SOUTH AND SOUTHEAST) FOR 1 MILE TO FF0866'THE TOP OF A SMALL HILL AND THE STATION AS DESCRIBED. FF0866' FF0866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A FF0866'GRAVELED ROAD FOR 0.55 MILE TO A WOODEN BRIDGE THAT SPANS THE FF0866'RAILROAD TRACKS, CROSS BRIDGE AND GO SOUTH FOR 0.1 MILE TO FF0866'WHERE THE ROAD TURNS TO THE WEST AND THE AZIMUTH MARK SOUTH FF0866'OF THIS POINT AS DESCRIBED. FF0866' FF0866'THE STATION MARK IS 12-INCHES UNDER THE SURFACE OF THE GROUND FF0866'AND THE DISK IS STAMPED SLOAN 1954. FF0866' FF0866'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTER OF THE GRAVELED FF0866'ROAD AND 3 FEET SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4 FF0866'INCHES AND THE DISK IS STAMPED SLOAN NO 1 1954. FF0866' FF0866'REFERENCE MARK 2 IS 36 FEET WEST OF A GATE POST, 21 FEET SOUTH FF0866'OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET SOUTH OF A WIRE FF0866'FENCE. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FF0866'SLOAN NO 2 1954. FF0866' FF0866'THE AZIMUTH MARK IS 150 FEET SOUTH OF THE CENTER OF THE FF0866'GRAVELED ROAD, 120 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, FF0866'81 FEET SOUTH OF A 24-INCH OAK TREE, 4 FEET SOUTH OF A WHITE FF0866'4 IN X 4 IN WITNESS POST AND 4 FEET EAST OF A WIRE FENCE. FF0866'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SLOAN 1954. FF0866' FF0866'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE FF0866'POSTS. FF0866' FF0866'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. FF0866 FF0866 STATION RECOVERY (1956) FF0866 FF0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS) FF0866'THE STATION IS IN SECTION 28, R 3 E, T 14 N, ON A SMALL KNOLL FF0866'AT AN ABANDONED FARM SITE, ON LAND OWNED BY MR. EUGENE SLOAN OF FF0866'JONESBORO, ABOUT 4.5 MILES WEST-SOUTHWEST OF JONESBORO, 76 FF0866'FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 61 FEET SOUTH FF0866'OF CENTER OF A GATE, 18 FEET SOUTHEAST OF SOUTHEAST EDGE OF A DUG FF0866'WELL, 15 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, IN THE FF0866'TOP OF A CONCRETE POST ABOUT 10 INCHES UNDERGROUND AND STAMPED FF0866'SLOAN 1954. FF0866' FF0866'REFERENCE MARK NO. 1 IS 93.56 FEET (28.516 METERS) EAST-NORTHEAST FF0866'OF THE STATION, 21 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, FF0866'3 FEET SOUTH OF A FENCE LINE, 84 FEET WEST-NORTHWEST AND ACROSS FF0866'ROAD FROM A 24-INCH OAK TREE, 98 FEET EAST OF CENTER OF A GATE, FF0866'105 FEET NORTHEAST OF NORTHEAST FACE OF A DUG WELL, ABOUT 5 FF0866'FEET ABOVE LEVEL OF ROAD, IN A CONCRETE POST PROJECTING 3 FF0866'INCHES AND STAMPED SLOAN NO 1 1954. FF0866' FF0866'REFERENCE MARK NO. 2 IS 86.05 FEET (26.228 METERS) NORTH-NORTHWEST FF0866'OF THE STATION, 30 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, FF0866'45 FEET WEST OF CENTER OF GATE, 41 FEET SOUTHEAST OF AN 8-INCH FF0866'CEDAR TREE, 64 FEET NORTH-NORTHWEST OF NORTHWEST FACE OF A DUG FF0866'WELL, 3 FEET SOUTH OF A FENCE LINE, ABOUT 3 FEET ABOVE LEVEL FF0866'OF ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES FF0866'AND STAMPED SLOAN NO 2 1954. FF0866' FF0866'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF OVERPASS OF GRAVEL FF0866'ROAD OVER THE ST. LOUIS-SOUTHWESTERN RAILWAY, ACROSS TRACK AND FF0866'A DEEP CUT ON RAILROAD FROM TELEPHONE POLE NO. 130/10, ABOUT FF0866'100 YARDS WEST OF TRACK, ON THE OUTSIDE OF A CURVE IN GRAVEL FF0866'ROAD WITH TANGENTS EXTENDING WEST AND NORTH, 76 FEET SOUTH OF FF0866'THE EXTENDED CENTER LINE OF WEST TANGENT OF ROAD, 65 FEET SOUTH FF0866'OF A FENCE CORNER, 76 FEET SOUTH OF A 36-INCH OAK TREE, 127 FF0866'FEET SOUTH-SOUTHWEST OF A POWER POLE AT A TURN IN POWER LINE, FF0866'4 FEET EAST OF A FENCE LINE, 4 FEET SOUTH OF A WHITE WOODEN FF0866'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF GRAVEL ROAD, 52 FF0866'FEET ABOVE LEVEL OF TRACK, IN A CONCRETE POST PROJECTING 3 FF0866'INCHES AND STAMPED SLOAN 1954. FF0866' FF0866'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS FF0866'1 AND 18 WITH U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO FF0866'WEST AND NORTHWEST ALONG HIGHWAY 63 FOR ABOUT 1.4 MILES TO THE FF0866'INTERSECTION OF MATTHEWS AVENUE, THENCE ABOUT 0.9 MILE WEST FF0866'ALONG MATTHEWS AVENUE AND A GRAVEL ROAD TO JUNCTION OF A ROAD FF0866'SOUTH AT BURVILLAH SCHOOL, THENCE ABOUT 1.2 MILES SOUTH AND FF0866'SOUTHWEST ALONG A GRAVEL ROAD TO THE JUNCTION OF A GRAVEL ROAD FF0866'WEST, THENCE ABOUT 1.4 MILES WEST ALONG MAIN ROAD TO A NARROW FF0866'WOODEN BRIDGE OVER A STREAM, THENCE ABOUT 1.3 MILES FF0866'SOUTHWEST, SOUTH AND WEST ALONG GRAVEL ROAD TO THE TOP OF A FF0866'HILL AND STATION ON LEFT. TO REACH THE AZIMUTH MARK FF0866'FROM THE STATION CONTINUE WEST ON GRAVEL ROAD FOR ABOUT 0.4 FF0866'MILE TO OVERPASS OVER THE ST. LOUIS SOUTHWESTERN RAILWAY, FF0866'THENCE ABOUT 0.1 MILE SOUTH ALONG GRAVEL ROAD TO CURVE IN FF0866'ROAD AND THE AZIMUTH MARK ON LEFT. FF0866 FF0866 STATION RECOVERY (1956) FF0866 FF0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 FF0866'3.8 MI NE FROM GIBSON. FF0866'3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0866'THE ROAD CROSSING AT GIBSON TO A GRAVEL ROAD OVERPASS OVER TRACK, FF0866'THENCE ABOUT 0.4 MILE EAST ALONG GRAVEL ROAD TO THE TOP OF A FF0866'GRADE, 76 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 61 FEET FF0866'SOUTH OF CENTER OF A GATE, 18 FEET SOUTHEAST OF SOUTHEAST EDGE FF0866'OF A DUG WELL, 15 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST FF0866'AND SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES UNDERGROUND. FF0866'NOTE-- TO REACH FROM INTERSECTION OF STATE HIGHWAYS 1 AND 18 FF0866'WITH U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO WEST AND FF0866'NORTHWEST ALONG HIGHWAY 63 FOR 1.4 MILES TO THE INTERSECTION OF FF0866'MATTHEWS AVENUE, THENCE ABOUT 0.9 MILE WEST ALONG MATTHEWS AVENUE FF0866'AND GRAVEL ROAD TO BURVILLAH SCHOOL AND ROAD SOUTH, THENCE ABOUT FF0866'1.2 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD TO JUNCTION OF FF0866'A GRAVEL ROAD WEST, THENCE ABOUT 1.4 MILES WEST ALONG MAIN ROAD FF0866'TO A NARROW WOODEN BRIDGE OVER A STREAM, THENCE ABOUT 1.3 MILES FF0866'SOUTHWEST, SOUTH AND WEST ALONG GRAVEL ROAD TO THE TOP OF A HILL FF0866'AND STATION ON LEFT. THE STATION MARK IS 86.05 FEET SOUTH-SOUTHEAST FF0866'OF RM NO. 2 AND 93.56 FEET WEST-SOUTHWEST OF RM NO. 1. FF0866 FF0866 STATION RECOVERY (2002) FF0866 FF0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0866'THE ROAD, STRAWFLOOR, IS NOW PAVED. GATE REMAINS LOCKED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0864 *********************************************************************** FF0864 DESIGNATION - SLOAN AZ MK FF0864 PID - FF0864 FF0864 STATE/COUNTY- AR/CRAIGHEAD FF0864 USGS QUAD - HERMAN (1980) FF0864 FF0864 *CURRENT SURVEY CONTROL FF0864 ___________________________________________________________________ FF0864* NAD 83(1986)- 35 49 04. (N) 090 47 20. (W) SCALED FF0864* NAVD 88 - 109.821 (meters) 360.30 (feet) ADJUSTED FF0864 ___________________________________________________________________ FF0864 GEOID HEIGHT- -27.69 (meters) GEOID99 FF0864 DYNAMIC HT - 109.728 (meters) 360.00 (feet) COMP FF0864 MODELED GRAV- 979,784.0 (mgal) NAVD 88 FF0864 FF0864 VERT ORDER - FIRST CLASS II FF0864 FF0864.The horizontal coordinates were scaled from a topographic map and have FF0864.an estimated accuracy of +/- 6 seconds. FF0864 FF0864.The orthometric height was determined by differential leveling FF0864.and adjusted by the National Geodetic Survey in June 1991. FF0864 FF0864.The geoid height was determined by GEOID99. FF0864 FF0864.The dynamic height is computed by dividing the NAVD 88 FF0864.geopotential number by the normal gravity value computed on the FF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0864.degrees latitude (g = 980.6199 gals.). FF0864 FF0864.The modeled gravity was interpolated from observed gravity values. FF0864 FF0864; North East Units Estimated Accuracy FF0864;SPC AR N - 165,360. 509,440. MT (+/- 180 meters Scaled) FF0864 FF0864 SUPERSEDED SURVEY CONTROL FF0864 FF0864 NGVD 29 - 109.738 (m) 360.03 (f) ADJUSTED 1 2 FF0864 FF0864.Superseded values are not recommended for survey control. FF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0864.See file dsdata.txt to determine how the superseded data were derived. FF0864 FF0864_MARKER: DZ = AZIMUTH MARK DISK FF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0864_STAMPING: SLOAN 1954 FF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0864+STABILITY: SURFACE MOTION FF0864 FF0864 HISTORY - Date Condition Report By FF0864 HISTORY - 1954 MONUMENTED CGS FF0864 HISTORY - 1956 GOOD CGS FF0864 HISTORY - 20020826 MARK NOT FOUND USACE FF0864 FF0864 STATION DESCRIPTION FF0864 FF0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0864'3.3 MI NE FROM GIBSON. FF0864'3.3 MILES NORTHEAST ALONG THE ST. LOUIS-SOUTHWESTERN RAILWAY FF0864'FROM ROAD CROSSING AT GIBSON, ABOUT 0.1 MILE SOUTH OF OVERPASS FF0864'OF A GRAVEL ROAD OVER THE TRACKS, ACROSS TRACK AND DEEP CUT FF0864'FROM TELEPHONE POLE NO. 130/10, ABOUT 100 YARDS WEST OF THE FF0864'TRACK, ON THE OUTSIDE OF A CURVE IN A GRAVEL ROAD WITH TANGENTS FF0864'EXTENDING WEST AND NORTH, 76 FEET SOUTH OF CENTER LINE OF THE FF0864'EXTENDED WEST TANGENT OF ROAD, 65 FEET SOUTH OF A FENCE CORNER, FF0864'76 FEET SOUTH OF A 36-INCH OAK TREE, 127 FEET SOUTH-SOUTHWEST FF0864'OF A POWER POLE AT A TURN IN POWER LINE, 4 FEET EAST OF A FENCE FF0864'LINE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET FF0864'ABOVE LEVEL OF GRAVEL ROAD, 52 FEET ABOVE LEVEL OF TRACK AND FF0864'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF0864 FF0864 STATION RECOVERY (2002) FF0864 FF0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0864'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0886 *********************************************************************** FF0886 DESIGNATION - V 75 FF0886 PID - FF0886 FF0886 STATE/COUNTY- AR/CRAIGHEAD FF0886 USGS QUAD - HERMAN (1980) FF0886 FF0886 *CURRENT SURVEY CONTROL FF0886 ___________________________________________________________________ FF0886* NAD 83(1986)- 35 50 36. (N) 090 51 07. (W) SCALED FF0886* NAVD 88 - 78.730 (meters) 258.30 (feet) ADJUSTED FF0886 ___________________________________________________________________ FF0886 GEOID HEIGHT- -27.73 (meters) GEOID99 FF0886 DYNAMIC HT - 78.663 (meters) 258.08 (feet) COMP FF0886 MODELED GRAV- 979,790.5 (mgal) NAVD 88 FF0886 FF0886 VERT ORDER - SECOND CLASS 0 FF0886 FF0886.The horizontal coordinates were scaled from a topographic map and have FF0886.an estimated accuracy of +/- 6 seconds. FF0886 FF0886.The orthometric height was determined by differential leveling FF0886.and adjusted by the National Geodetic Survey in June 1991. FF0886 FF0886.The geoid height was determined by GEOID99. FF0886 FF0886.The dynamic height is computed by dividing the NAVD 88 FF0886.geopotential number by the normal gravity value computed on the FF0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0886.degrees latitude (g = 980.6199 gals.). FF0886 FF0886.The modeled gravity was interpolated from observed gravity values. FF0886 FF0886; North East Units Estimated Accuracy FF0886;SPC AR N - 168,130. 503,710. MT (+/- 180 meters Scaled) FF0886 FF0886 SUPERSEDED SURVEY CONTROL FF0886 FF0886 NGVD 29 - 78.649 (m) 258.03 (f) ADJUSTED 2 0 FF0886 FF0886.Superseded values are not recommended for survey control. FF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0886.See file dsdata.txt to determine how the superseded data were derived. FF0886 FF0886_MARKER: DB = BENCH MARK DISK FF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0886_STAMPING: V-75 FF0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0886+STABILITY: SURFACE MOTION FF0886 FF0886 HISTORY - Date Condition Report By FF0886 HISTORY - 1934 MONUMENTED CGS FF0886 HISTORY - 1938 GOOD CGS FF0886 HISTORY - 20020826 MARK NOT FOUND USACE FF0886 FF0886 STATION DESCRIPTION FF0886 FF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0886'7.1 MI NE FROM CASH. FF0886'ALONG STATE HIGHWAY 18 AND 91 FROM CASH, 2.7 MILES EAST OF FF0886'JUNCTION OF STATE HIGHWAYS 18 AND 91, 0.1 MILE EAST OF A CONCRETE FF0886'HIGHWAY CULVERT, 48 FEET NORTH OF CENTER LINE OF STATE ROAD 18, FF0886'18 FEET NORTHWEST OF A LARGE WHITE OAK TREE, IN EDGE OF RICE FF0886'FIELD. FF0886 FF0886 STATION RECOVERY (2002) FF0886 FF0886'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0886'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0887 *********************************************************************** FF0887 DESIGNATION - W 75 FF0887 PID - FF0887 FF0887 STATE/COUNTY- AR/CRAIGHEAD FF0887 USGS QUAD - HERMAN (1980) FF0887 FF0887 *CURRENT SURVEY CONTROL FF0887 ___________________________________________________________________ FF0887* NAD 83(1986)- 35 50 46. (N) 090 50 07. (W) SCALED FF0887* NAVD 88 - 79.959 (meters) 262.33 (feet) ADJUSTED FF0887 ___________________________________________________________________ FF0887 GEOID HEIGHT- -27.72 (meters) GEOID99 FF0887 DYNAMIC HT - 79.891 (meters) 262.11 (feet) COMP FF0887 MODELED GRAV- 979,790.2 (mgal) NAVD 88 FF0887 FF0887 VERT ORDER - SECOND CLASS 0 FF0887 FF0887.The horizontal coordinates were scaled from a topographic map and have FF0887.an estimated accuracy of +/- 6 seconds. FF0887 FF0887.The orthometric height was determined by differential leveling FF0887.and adjusted by the National Geodetic Survey in June 1991. FF0887 FF0887.The geoid height was determined by GEOID99. FF0887 FF0887.The dynamic height is computed by dividing the NAVD 88 FF0887.geopotential number by the normal gravity value computed on the FF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0887.degrees latitude (g = 980.6199 gals.). FF0887 FF0887.The modeled gravity was interpolated from observed gravity values. FF0887 FF0887; North East Units Estimated Accuracy FF0887;SPC AR N - 168,450. 505,210. MT (+/- 180 meters Scaled) FF0887 FF0887 SUPERSEDED SURVEY CONTROL FF0887 FF0887 NGVD 29 - 79.878 (m) 262.07 (f) ADJUSTED 2 0 FF0887 FF0887.Superseded values are not recommended for survey control. FF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0887.See file dsdata.txt to determine how the superseded data were derived. FF0887 FF0887_MARKER: DB = BENCH MARK DISK FF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0887_STAMPING: W 75 193 FF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0887+STABILITY: SURFACE MOTION FF0887 FF0887 HISTORY - Date Condition Report By FF0887 HISTORY - 1934 MONUMENTED CGS FF0887 HISTORY - 1938 GOOD CGS FF0887 HISTORY - 20020826 MARK NOT FOUND USACE FF0887 FF0887 STATION DESCRIPTION FF0887 FF0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF0887'7.4 MI S FROM BONO. FF0887'ALONG U.S. HIGHWAY 63 AND STATE HIGHWAY 18 FROM BONO, 3.9 MILES FF0887'WEST OF JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 18, 48 FF0887'FEET SOUTH OF CENTER OF STATE HIGHWAY 18, 42 FEET WEST OF CENTER FF0887'OF GATE TO HOME OF SAMUEL NOELL, AT FENCE CORNER STANDARD TABLET FF0887'SET IN CONCRETE POST. FF0887 FF0887 STATION RECOVERY (2002) FF0887 FF0887'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0887'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0757 *********************************************************************** FF0757 DESIGNATION - X 3 FF0757 PID - FF0757 FF0757 STATE/COUNTY- AR/CRAIGHEAD FF0757 USGS QUAD - TRUMANN (1983) FF0757 FF0757 *CURRENT SURVEY CONTROL FF0757 ___________________________________________________________________ FF0757* NAD 83(1986)- 35 43 47. (N) 090 32 50. (W) SCALED FF0757* NAVD 88 - 69.921 (meters) 229.40 (feet) ADJUSTED FF0757 ___________________________________________________________________ FF0757 GEOID HEIGHT- -27.77 (meters) GEOID99 FF0757 DYNAMIC HT - 69.861 (meters) 229.20 (feet) COMP FF0757 MODELED GRAV- 979,773.3 (mgal) NAVD 88 FF0757 FF0757 VERT ORDER - FIRST CLASS II FF0757 FF0757.The horizontal coordinates were scaled from a topographic map and have FF0757.an estimated accuracy of +/- 6 seconds. FF0757 FF0757.The orthometric height was determined by differential leveling FF0757.and adjusted by the National Geodetic Survey in June 1991. FF0757 FF0757.The geoid height was determined by GEOID99. FF0757 FF0757.The dynamic height is computed by dividing the NAVD 88 FF0757.geopotential number by the normal gravity value computed on the FF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0757.degrees latitude (g = 980.6199 gals.). FF0757 FF0757.The modeled gravity was interpolated from observed gravity values. FF0757 FF0757; North East Units Estimated Accuracy FF0757;SPC AR N - 155,890. 531,420. MT (+/- 180 meters Scaled) FF0757 FF0757 SUPERSEDED SURVEY CONTROL FF0757 FF0757 NGVD 29 - 69.842 (m) 229.14 (f) ADJUSTED 1 2 FF0757 FF0757.Superseded values are not recommended for survey control. FF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0757.See file dsdata.txt to determine how the superseded data were derived. FF0757 FF0757_MARKER: DB = BENCH MARK DISK FF0757_SETTING: 32 = HEADWALL FF0757_STAMPING: X 3 1928 229.140 FF0757_MARK LOGO: CGS FF0757_MAGNETIC: N = NO MAGNETIC MATERIAL FF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0757+STABILITY: SURFACE MOTION FF0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF0757+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF0757 FF0757 HISTORY - Date Condition Report By FF0757 HISTORY - 1928 MONUMENTED CGS FF0757 HISTORY - 1956 GOOD CGS FF0757 HISTORY - 19920322 GOOD NGS FF0757 HISTORY - 20020814 GOOD USACE FF0757 FF0757 STATION DESCRIPTION FF0757 FF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0757'1.4 MI SE FROM BAY. FF0757'1.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0757'THE STATION AT BAY, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, 62 FF0757'FEET NORTHEAST OF NORTHEAST RAIL, 33 FEET NORTH-NORTHEAST OF FF0757'TELEPHONE POLE NO. 432/02, 14 FEET SOUTHWEST OF CENTER LINE OF FF0757'BLACK TOP ROAD, IN THE TOP AND 5 FEET NORTHWEST OF SOUTHEAST FF0757'END OF THE SOUTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT FF0757'UNDER ROAD, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 2 FEET FF0757'ABOVE LEVEL OF ROAD. FF0757 FF0757 STATION RECOVERY (1992) FF0757 FF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0757'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF0757'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 1.5 M FF0757'(4.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE FF0757'HEADWALL OF A BOX CULVERT UNDER A PAVED ROAD, 18.9 M (62.0 FT) FF0757'NORTHEAST OF THE NEAR RAIL, 4.3 M (14.1 FT) SOUTHWEST OF THE ROAD FF0757'CENTER, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK. FF0757 FF0757 STATION RECOVERY (2002) FF0757 FF0757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0757'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0889 *********************************************************************** FF0889 DESIGNATION - X 75 FF0889 PID - FF0889 FF0889 STATE/COUNTY- AR/CRAIGHEAD FF0889 USGS QUAD - HERMAN (1980) FF0889 FF0889 *CURRENT SURVEY CONTROL FF0889 ___________________________________________________________________ FF0889* NAD 83(1986)- 35 51 20. (N) 090 48 05. (W) SCALED FF0889* NAVD 88 - 94.961 (meters) 311.55 (feet) ADJUSTED FF0889 ___________________________________________________________________ FF0889 GEOID HEIGHT- -27.73 (meters) GEOID99 FF0889 DYNAMIC HT - 94.880 (meters) 311.29 (feet) COMP FF0889 MODELED GRAV- 979,788.7 (mgal) NAVD 88 FF0889 FF0889 VERT ORDER - SECOND CLASS 0 FF0889 FF0889.The horizontal coordinates were scaled from a topographic map and have FF0889.an estimated accuracy of +/- 6 seconds. FF0889 FF0889.The orthometric height was determined by differential leveling FF0889.and adjusted by the National Geodetic Survey in June 1991. FF0889 FF0889.The geoid height was determined by GEOID99. FF0889 FF0889.The dynamic height is computed by dividing the NAVD 88 FF0889.geopotential number by the normal gravity value computed on the FF0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0889.degrees latitude (g = 980.6199 gals.). FF0889 FF0889.The modeled gravity was interpolated from observed gravity values. FF0889 FF0889; North East Units Estimated Accuracy FF0889;SPC AR N - 169,540. 508,260. MT (+/- 180 meters Scaled) FF0889 FF0889 SUPERSEDED SURVEY CONTROL FF0889 FF0889 NGVD 29 - 94.878 (m) 311.28 (f) ADJUSTED 2 0 FF0889 FF0889.Superseded values are not recommended for survey control. FF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0889.See file dsdata.txt to determine how the superseded data were derived. FF0889 FF0889_MARKER: DB = BENCH MARK DISK FF0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0889_STAMPING: X 75 1934 FF0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0889+STABILITY: SURFACE MOTION FF0889 FF0889 HISTORY - Date Condition Report By FF0889 HISTORY - 1934 MONUMENTED CGS FF0889 HISTORY - 1938 GOOD CGS FF0889 HISTORY - 20020826 MARK NOT FOUND USACE FF0889 FF0889 STATION DESCRIPTION FF0889 FF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF0889'3.6 MI S FROM BONO. FF0889'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE MISSOURI FF0889'PACIFIC RAILROAD STATION AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT FF0889'1.6 MILES WEST ALONG STATE HIGHWAY 18, ABOUT 345 FEET NORTHWEST FF0889'OF THE NORTHWEST CORNER OF THE HERMAN RURAL SCHOOL, IN THE FF0889'NORTHWEST CORNER OF THE PLAYGROUND, 54 FEET SOUTH OF THE CENTER FF0889'LINE OF THE HIGHWAY, AND 12 FEET SOUTH OF A LARGE BLACK LOCUST FF0889'TREE. A STANDARD DISK, STAMPED X 75 1934 AND SET IN THE TOP OF FF0889'A CONCRETE POST. FF0889 FF0889 STATION RECOVERY (1938) FF0889 FF0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 FF0889'RECOVERED IN GOOD CONDITION. FF0889 FF0889 STATION RECOVERY (2002) FF0889 FF0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0889'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0816 *********************************************************************** FF0816 DESIGNATION - Y 183 FF0816 PID - FF0816 FF0816 STATE/COUNTY- AR/CRAIGHEAD FF0816 USGS QUAD - NEEDHAM (1983) FF0816 FF0816 *CURRENT SURVEY CONTROL FF0816 ___________________________________________________________________ FF0816* NAD 83(1986)- 35 49 03. (N) 090 36 06. (W) SCALED FF0816* NAVD 88 - 72.145 (meters) 236.70 (feet) POSTED FF0816 ___________________________________________________________________ FF0816 GEOID HEIGHT- -27.79 (meters) GEOID99 FF0816 DYNAMIC HT - 72.080 (meters) 236.48 (feet) COMP FF0816 MODELED GRAV- 979,781.8 (mgal) NAVD 88 FF0816 FF0816 VERT ORDER - * POSTED, Code B , SEE BELOW FF0816 FF0816.The horizontal coordinates were scaled from a topographic map and have FF0816.an estimated accuracy of +/- 6 seconds. FF0816 FF0816.The orthometric height was determined by differential leveling FF0816.and adjusted by the National Geodetic Survey in 1992. FF0816.* This is a POSTED BENCH MARK height. Code B indicates a distribution FF0816.rate of 1.1 thru 2.0 mm/km. FF0816 FF0816.The geoid height was determined by GEOID99. FF0816 FF0816.The dynamic height is computed by dividing the NAVD 88 FF0816.geopotential number by the normal gravity value computed on the FF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0816.degrees latitude (g = 980.6199 gals.). FF0816 FF0816.The modeled gravity was interpolated from observed gravity values. FF0816 FF0816; North East Units Estimated Accuracy FF0816;SPC AR N - 165,550. 526,360. MT (+/- 180 meters Scaled) FF0816 FF0816 SUPERSEDED SURVEY CONTROL FF0816 FF0816 NGVD 29 - 72.067 (m) 236.44 (f) ADJUSTED 1 2 FF0816 FF0816.Superseded values are not recommended for survey control. FF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0816.See file dsdata.txt to determine how the superseded data were derived. FF0816 FF0816_MARKER: DB = BENCH MARK DISK FF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0816_STAMPING: Y 183 1956 FF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0816+STABILITY: SURFACE MOTION FF0816 FF0816 HISTORY - Date Condition Report By FF0816 HISTORY - 1956 MONUMENTED CGS FF0816 HISTORY - 20020814 MARK NOT FOUND USACE FF0816 FF0816 STATION DESCRIPTION FF0816 FF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0816'2.6 MI E FROM NETTLETON. FF0816'2.65 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0816'THE STATION AT NETTLETON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, FF0816'38 FEET NORTH OF NORTH RAIL, 41 FEET WEST OF CENTER LINE OF ROAD, FF0816'11 1/2 FEET WEST OF TELEPHONE POLE NO. 1764, 13 FEET SOUTH OF FF0816'POWER POLE NO. REA CO-OP 4 512/1, 73 1/2 FEET NORTHWEST AND FF0816'ACROSS ROAD AND TRACK FROM CROSSING WARNING SIGN, 4 FEET WEST OF FF0816'A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH FF0816'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. FF0816 FF0816 STATION RECOVERY (2002) FF0816 FF0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0816'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2193 *********************************************************************** FF2193 DESIGNATION - Y 314 FF2193 PID - FF2193 FF2193 STATE/COUNTY- AR/CRAIGHEAD FF2193 USGS QUAD - TRUMANN (1983) FF2193 FF2193 *CURRENT SURVEY CONTROL FF2193 ___________________________________________________________________ FF2193* NAD 83(1986)- 35 44 35. (N) 090 33 46. (W) SCALED FF2193* NAVD 88 - 68.811 (meters) 225.76 (feet) ADJUSTED FF2193 ___________________________________________________________________ FF2193 GEOID HEIGHT- -27.77 (meters) GEOID99 FF2193 DYNAMIC HT - 68.752 (meters) 225.56 (feet) COMP FF2193 MODELED GRAV- 979,774.6 (mgal) NAVD 88 FF2193 FF2193 VERT ORDER - FIRST CLASS II FF2193 FF2193.The horizontal coordinates were scaled from a topographic map and have FF2193.an estimated accuracy of +/- 6 seconds. FF2193 FF2193.The orthometric height was determined by differential leveling FF2193.and adjusted by the National Geodetic Survey in January 1995. FF2193 FF2193.The geoid height was determined by GEOID99. FF2193 FF2193.The dynamic height is computed by dividing the NAVD 88 FF2193.geopotential number by the normal gravity value computed on the FF2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2193.degrees latitude (g = 980.6199 gals.). FF2193 FF2193.The modeled gravity was interpolated from observed gravity values. FF2193 FF2193; North East Units Estimated Accuracy FF2193;SPC AR N - 157,350. 529,990. MT (+/- 180 meters Scaled) FF2193 FF2193 SUPERSEDED SURVEY CONTROL FF2193 FF2193 NGVD 29 - 68.731 (m) 225.50 (f) ADJUSTED 1 2 FF2193 FF2193.Superseded values are not recommended for survey control. FF2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2193.See file dsdata.txt to determine how the superseded data were derived. FF2193 FF2193_MARKER: I = METAL ROD FF2193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2193_STAMPING: Y 314 1990 FF2193_MARK LOGO: NGS FF2193_PROJECTION: FLUSH FF2193_MAGNETIC: I = MARKER IS A STEEL ROD FF2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2193+SATELLITE: SATELLITE OBSERVATIONS - 1990 FF2193_ROD/PIPE-DEPTH: 19.6 meters FF2193 FF2193 HISTORY - Date Condition Report By FF2193 HISTORY - 1990 MONUMENTED NGS FF2193 HISTORY - 20020814 MARK NOT FOUND USACE FF2193 FF2193 STATION DESCRIPTION FF2193 FF2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2193'IN BAY, AT 612 MAIN STREET, 26.8 M (87.9 FT) SOUTHWEST OF THE FF2193'SOUTHWEST CORNER OF A HOUSE AT 612 MAIN STREET, 23.3 M (76.4 FT) FF2193'NORTHWEST OF THE EXTENDED CENTER OF FIELDER DRIVE, 20.1 M (65.9 FT) FF2193'SOUTHWEST OF AND LEVEL WITH THE STREET CENTER, AND 14.0 M (45.9 FT) FF2193'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD. FF2193'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. FF2193 FF2193 STATION RECOVERY (2002) FF2193 FF2193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2193'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0848 *********************************************************************** FF0848 DESIGNATION - Z 180 FF0848 PID - FF0848 FF0848 STATE/COUNTY- AR/CRAIGHEAD FF0848 USGS QUAD - OTWELL (1980) FF0848 FF0848 *CURRENT SURVEY CONTROL FF0848 ___________________________________________________________________ FF0848* NAD 83(1986)- 35 42 26. (N) 090 50 53. (W) SCALED FF0848* NAVD 88 - 76.629 (meters) 251.41 (feet) ADJUSTED FF0848 ___________________________________________________________________ FF0848 GEOID HEIGHT- -27.60 (meters) GEOID99 FF0848 DYNAMIC HT - 76.563 (meters) 251.19 (feet) COMP FF0848 MODELED GRAV- 979,776.2 (mgal) NAVD 88 FF0848 FF0848 VERT ORDER - FIRST CLASS II FF0848 FF0848.The horizontal coordinates were scaled from a topographic map and have FF0848.an estimated accuracy of +/- 6 seconds. FF0848 FF0848.The orthometric height was determined by differential leveling FF0848.and adjusted by the National Geodetic Survey in June 1991. FF0848 FF0848.The geoid height was determined by GEOID99. FF0848 FF0848.The dynamic height is computed by dividing the NAVD 88 FF0848.geopotential number by the normal gravity value computed on the FF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0848.degrees latitude (g = 980.6199 gals.). FF0848 FF0848.The modeled gravity was interpolated from observed gravity values. FF0848 FF0848; North East Units Estimated Accuracy FF0848;SPC AR N - 153,030. 504,240. MT (+/- 180 meters Scaled) FF0848 FF0848 SUPERSEDED SURVEY CONTROL FF0848 FF0848 NGVD 29 - 76.560 (m) 251.18 (f) ADJUSTED 1 2 FF0848 FF0848.Superseded values are not recommended for survey control. FF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0848.See file dsdata.txt to determine how the superseded data were derived. FF0848 FF0848_MARKER: DB = BENCH MARK DISK FF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0848_STAMPING: Z 180 1956 FF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0848+STABILITY: SURFACE MOTION FF0848 FF0848 HISTORY - Date Condition Report By FF0848 HISTORY - 1956 MONUMENTED CGS FF0848 HISTORY - 20020821 MARK NOT FOUND USACE FF0848 FF0848 STATION DESCRIPTION FF0848 FF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF0848'5.2 MI S FROM GIBSON. FF0848'5.2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF0848'THE ROAD CROSSING AT GIBSON, ABOUT 6.6 MILES NORTH OF THE STATION FF0848'AT WEINER, POINSETT COUNTY, ABOUT 0.15 MILE NORTH OF FF0848'POINSETT-CRAIGHEAD COUNTY LINE, ABOUT 6 TELEPHONE POLES NORTH FF0848'OF MILE POLE 139, ABOUT 0.1 MILE NORTHEAST OF A ROAD CROSSING, FF0848'145 FEET EAST AND ACROSS STATE HIGHWAY 39 FROM EAST RAIL OF MAIN FF0848'TRACK, 58 FEET EAST OF CENTER LINE OF HIGHWAY 39, 265 FEET SOUTH FF0848'OF A FENCE CORNER AT AN OFFSET IN FENCE LINE, 18 FEET SOUTH OF FF0848'CENTER OF GATE IN A STEEL FENCE AROUND AN ABANDONED POWER SUB FF0848'STATION, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET SOUTHWEST OF FF0848'A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF FF0848'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. FF0848 FF0848 STATION RECOVERY (2002) FF0848 FF0848'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0848'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2194 *********************************************************************** FF2194 DESIGNATION - Z 314 FF2194 PID - FF2194 FF2194 STATE/COUNTY- AR/CRAIGHEAD FF2194 USGS QUAD - NEEDHAM (1983) FF2194 FF2194 *CURRENT SURVEY CONTROL FF2194 ___________________________________________________________________ FF2194* NAD 83(1986)- 35 45 44. (N) 090 35 08. (W) SCALED FF2194* NAVD 88 - 68.792 (meters) 225.70 (feet) ADJUSTED FF2194 ___________________________________________________________________ FF2194 GEOID HEIGHT- -27.77 (meters) GEOID99 FF2194 DYNAMIC HT - 68.733 (meters) 225.50 (feet) COMP FF2194 MODELED GRAV- 979,776.5 (mgal) NAVD 88 FF2194 FF2194 VERT ORDER - FIRST CLASS II FF2194 FF2194.The horizontal coordinates were scaled from a topographic map and have FF2194.an estimated accuracy of +/- 6 seconds. FF2194 FF2194.The orthometric height was determined by differential leveling FF2194.and adjusted by the National Geodetic Survey in January 1995. FF2194 FF2194.The geoid height was determined by GEOID99. FF2194 FF2194.The dynamic height is computed by dividing the NAVD 88 FF2194.geopotential number by the normal gravity value computed on the FF2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2194.degrees latitude (g = 980.6199 gals.). FF2194 FF2194.The modeled gravity was interpolated from observed gravity values. FF2194 FF2194; North East Units Estimated Accuracy FF2194;SPC AR N - 159,440. 527,900. MT (+/- 180 meters Scaled) FF2194 FF2194 SUPERSEDED SURVEY CONTROL FF2194 FF2194 NGVD 29 - 68.712 (m) 225.43 (f) ADJUSTED 1 2 FF2194 FF2194.Superseded values are not recommended for survey control. FF2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2194.See file dsdata.txt to determine how the superseded data were derived. FF2194 FF2194_MARKER: I = METAL ROD FF2194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2194_STAMPING: Z 314 1990 FF2194_MARK LOGO: NGS FF2194_MAGNETIC: I = MARKER IS A STEEL ROD FF2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2194+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002 FF2194 FF2194 HISTORY - Date Condition Report By FF2194 HISTORY - 1990 MONUMENTED NGS FF2194 HISTORY - 20020814 GOOD USACE FF2194 FF2194 STATION DESCRIPTION FF2194 FF2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2194'2.8 KM (1.75 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FF2194'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, 43.1 M (141.4 FT) FF2194'SOUTHWEST OF THE NEAR RAIL, 34.8 M (114.2 FT) NORTHWEST OF THE CENTER FF2194'OF A DRIVEWAY, 32.2 M (105.6 FT) NORTH OF THE NORTHEAST CORNER OF A FF2194'HOUSE, 18.3 M (60.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY FF2194'63, 1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M FF2194'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE FF2194'LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A FF2194'5-INCH LOGO CAP. FF2194 FF2194 STATION RECOVERY (2002) FF2194 FF2194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2194'RECOVERED IN GOOD CONDITION.