1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1273 *********************************************************************** FF1273 DESIGNATION - B 178 FF1273 PID - FF1273 FF1273 STATE/COUNTY- AR/WOODRUFF FF1273 USGS QUAD - FAIR OAKS (1971) FF1273 FF1273 *CURRENT SURVEY CONTROL FF1273 ___________________________________________________________________ FF1273* NAD 83(1986)- 35 09 43. (N) 091 04 02. (W) SCALED FF1273* NAVD 88 - 65.518 (meters) 214.95 (feet) ADJUSTED FF1273 ___________________________________________________________________ FF1273 GEOID HEIGHT- -27.10 (meters) GEOID99 FF1273 DYNAMIC HT - 65.459 (meters) 214.76 (feet) COMP FF1273 MODELED GRAV- 979,731.9 (mgal) NAVD 88 FF1273 FF1273 VERT ORDER - FIRST CLASS II FF1273 FF1273.The horizontal coordinates were scaled from a topographic map and have FF1273.an estimated accuracy of +/- 6 seconds. FF1273 FF1273.The orthometric height was determined by differential leveling FF1273.and adjusted by the National Geodetic Survey in June 1991. FF1273 FF1273.The geoid height was determined by GEOID99. FF1273 FF1273.The dynamic height is computed by dividing the NAVD 88 FF1273.geopotential number by the normal gravity value computed on the FF1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1273.degrees latitude (g = 980.6199 gals.). FF1273 FF1273.The modeled gravity was interpolated from observed gravity values. FF1273 FF1273; North East Units Estimated Accuracy FF1273;SPC AR N - 92,330. 484,980. MT (+/- 180 meters Scaled) FF1273 FF1273 SUPERSEDED SURVEY CONTROL FF1273 FF1273 NGVD 29 - 65.490 (m) 214.86 (f) ADJUSTED 1 2 FF1273 FF1273.Superseded values are not recommended for survey control. FF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1273.See file dsdata.txt to determine how the superseded data were derived. FF1273 FF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU760927(NAD 83) FF1273_MARKER: DB = BENCH MARK DISK FF1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1273_STAMPING: B 178 1956 FF1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1273+STABILITY: SURFACE MOTION FF1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1273+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003 FF1273 FF1273 HISTORY - Date Condition Report By FF1273 HISTORY - 1956 MONUMENTED CGS FF1273 HISTORY - 20030529 GOOD USACE FF1273 FF1273 STATION DESCRIPTION FF1273 FF1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1273'3 MI NE FROM HILLEMANN. FF1273'3.05 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF1273'FROM THE STATION AT HILLEMANN, ABOUT 0.45 MILE NORTHEAST OF MILE FF1273'POLE 179, AT BEMIS (ABANDONED), 41 1/2 FEET SOUTHEAST OF FF1273'SOUTHEAST RAIL, 51 FEET SOUTH-SOUTHEAST OF CENTER OF ROAD FF1273'CROSSING, 27 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 16 FF1273'FEET SOUTHWEST OF SOUTH END OF AN 18-INCH METAL PIPE CULVERT FF1273'UNDER ROAD, 7 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 178/18, FF1273'2 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FF1273'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE FF1273'POST PROJECTING 4 INCHES. FF1273 FF1273 STATION RECOVERY (2003) FF1273 FF1273'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1273'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1222 *********************************************************************** FF1222 DESIGNATION - B 74 FF1222 PID - FF1222 FF1222 STATE/COUNTY- AR/WOODRUFF FF1222 USGS QUAD - COTTON PLANT (1993) FF1222 FF1222 *CURRENT SURVEY CONTROL FF1222 ___________________________________________________________________ FF1222* NAD 83(1986)- 35 00 21. (N) 091 15 17. (W) SCALED FF1222* NAVD 88 - 58.317 (meters) 191.33 (feet) ADJUSTED FF1222 ___________________________________________________________________ FF1222 GEOID HEIGHT- -26.99 (meters) GEOID99 FF1222 DYNAMIC HT - 58.264 (meters) 191.15 (feet) COMP FF1222 MODELED GRAV- 979,719.7 (mgal) NAVD 88 FF1222 FF1222 VERT ORDER - SECOND CLASS 0 FF1222 FF1222.The horizontal coordinates were scaled from a topographic map and have FF1222.an estimated accuracy of +/- 6 seconds. FF1222 FF1222.The orthometric height was determined by differential leveling FF1222.and adjusted by the National Geodetic Survey in June 1991. FF1222 FF1222.The geoid height was determined by GEOID99. FF1222 FF1222.The dynamic height is computed by dividing the NAVD 88 FF1222.geopotential number by the normal gravity value computed on the FF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1222.degrees latitude (g = 980.6199 gals.). FF1222 FF1222.The modeled gravity was interpolated from observed gravity values. FF1222 FF1222; North East Units Estimated Accuracy FF1222;SPC AR N - 74,870. 468,030. MT (+/- 180 meters Scaled) FF1222 FF1222 SUPERSEDED SURVEY CONTROL FF1222 FF1222 NGVD 29 - 58.296 (m) 191.26 (f) ADJUSTED 2 0 FF1222 FF1222.Superseded values are not recommended for survey control. FF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1222.See file dsdata.txt to determine how the superseded data were derived. FF1222 FF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592750(NAD 83) FF1222_MARKER: DB = BENCH MARK DISK FF1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1222_STAMPING: B 74 1934 FF1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1222+STABILITY: SURFACE MOTION FF1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1222+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003 FF1222 FF1222 HISTORY - Date Condition Report By FF1222 HISTORY - 1934 MONUMENTED CGS FF1222 HISTORY - 1970 GOOD USGS FF1222 HISTORY - 20030528 GOOD USACE FF1222 FF1222 STATION DESCRIPTION FF1222 FF1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF1222'AT COTTON PLANT. FF1222'AT COTTON PLANT, WOODRUFF COUNTY, AT THE HIGH SCHOOL, 120 FEET FF1222'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 24 FEET FF1222'NORTH OF THE GATE TO THE ATHLETIC FIELD, AND 2 FEET EAST OF THE FF1222'ATHLETIC FIELD FENCE. A STANDARD DISK, STAMPED B 74 1934 AND FF1222'SET IN THE TOP OF A CONCRETE POST. FF1222 FF1222 STATION RECOVERY (1970) FF1222 FF1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 FF1222'RECOVERED IN GOOD CONDITION. FF1222 FF1222 STATION RECOVERY (2003) FF1222 FF1222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1222'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1272 *********************************************************************** FF1272 DESIGNATION - C 178 FF1272 PID - FF1272 FF1272 STATE/COUNTY- AR/WOODRUFF FF1272 USGS QUAD - FAIR OAKS (1971) FF1272 FF1272 *CURRENT SURVEY CONTROL FF1272 ___________________________________________________________________ FF1272* NAD 83(1986)- 35 10 26. (N) 091 03 38. (W) SCALED FF1272* NAVD 88 - 65.402 (meters) 214.57 (feet) ADJUSTED FF1272 ___________________________________________________________________ FF1272 GEOID HEIGHT- -27.11 (meters) GEOID99 FF1272 DYNAMIC HT - 65.343 (meters) 214.38 (feet) COMP FF1272 MODELED GRAV- 979,732.7 (mgal) NAVD 88 FF1272 FF1272 VERT ORDER - FIRST CLASS II FF1272 FF1272.The horizontal coordinates were scaled from a topographic map and have FF1272.an estimated accuracy of +/- 6 seconds. FF1272 FF1272.The orthometric height was determined by differential leveling FF1272.and adjusted by the National Geodetic Survey in June 1991. FF1272 FF1272.The geoid height was determined by GEOID99. FF1272 FF1272.The dynamic height is computed by dividing the NAVD 88 FF1272.geopotential number by the normal gravity value computed on the FF1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1272.degrees latitude (g = 980.6199 gals.). FF1272 FF1272.The modeled gravity was interpolated from observed gravity values. FF1272 FF1272; North East Units Estimated Accuracy FF1272;SPC AR N - 93,660. 485,570. MT (+/- 180 meters Scaled) FF1272 FF1272 SUPERSEDED SURVEY CONTROL FF1272 FF1272 NGVD 29 - 65.373 (m) 214.48 (f) ADJUSTED 1 2 FF1272 FF1272.Superseded values are not recommended for survey control. FF1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1272.See file dsdata.txt to determine how the superseded data were derived. FF1272 FF1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU766940(NAD 83) FF1272_MARKER: DB = BENCH MARK DISK FF1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1272_STAMPING: C 178 1956 FF1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1272+STABILITY: SURFACE MOTION FF1272 FF1272 HISTORY - Date Condition Report By FF1272 HISTORY - 1956 MONUMENTED CGS FF1272 HISTORY - 20030529 MARK NOT FOUND USACE FF1272 FF1272 STATION DESCRIPTION FF1272 FF1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1272'3.9 MI NE FROM HILLEMANN. FF1272'3.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF1272'THE STATION AT HILLEMANN, ABOUT 1.35 MILES SOUTHWEST OF ROAD FF1272'CROSSING AT PENROSE, ABOUT 0.3 MILE NORTHEAST OF MILE POLE 178, FF1272'84 1/2 FEET SOUTHEAST AND ACROSS A PRIVATE ROAD PARALLELING THE FF1272'TRACK FROM THE SOUTHEAST RAIL, 19 FEET SOUTHEAST OF CENTER LINE FF1272'OF PRIVATE ROAD PARALLEL TO TRACK, 70 FEET NORTH-NORTHEAST FROM FF1272'CENTER OF A GATE ACROSS PRIVATE ROAD AND AT A POINT WHERE THE FF1272'PRIVATE ROAD TURNS EAST AWAY FROM TRACK, 19 FEET NORTH OF CENTER FF1272'LINE OF A DRIVE LEADING EAST TO A HOUSE, 4 1/2 FEET NORTH OF A FF1272'FENCE CORNER, 2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A FF1272'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK FF1272'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF1272 FF1272 STATION RECOVERY (2003) FF1272 FF1272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1272'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1250 *********************************************************************** FF1250 DESIGNATION - D 85 FF1250 PID - FF1250 FF1250 STATE/COUNTY- AR/WOODRUFF FF1250 USGS QUAD - COTTON PLANT (1993) FF1250 FF1250 *CURRENT SURVEY CONTROL FF1250 ___________________________________________________________________ FF1250* NAD 83(1986)- 35 00 16. (N) 091 15 16. (W) SCALED FF1250* NAVD 88 - 58.264 (meters) 191.15 (feet) ADJUSTED FF1250 ___________________________________________________________________ FF1250 GEOID HEIGHT- -26.99 (meters) GEOID99 FF1250 DYNAMIC HT - 58.211 (meters) 190.98 (feet) COMP FF1250 MODELED GRAV- 979,719.7 (mgal) NAVD 88 FF1250 FF1250 VERT ORDER - SECOND CLASS 0 FF1250 FF1250.The horizontal coordinates were scaled from a topographic map and have FF1250.an estimated accuracy of +/- 6 seconds. FF1250 FF1250.The orthometric height was determined by differential leveling FF1250.and adjusted by the National Geodetic Survey in June 1991. FF1250 FF1250.The geoid height was determined by GEOID99. FF1250 FF1250.The dynamic height is computed by dividing the NAVD 88 FF1250.geopotential number by the normal gravity value computed on the FF1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1250.degrees latitude (g = 980.6199 gals.). FF1250 FF1250.The modeled gravity was interpolated from observed gravity values. FF1250 FF1250; North East Units Estimated Accuracy FF1250;SPC AR N - 74,710. 468,060. MT (+/- 180 meters Scaled) FF1250 FF1250 SUPERSEDED SURVEY CONTROL FF1250 FF1250 NGVD 29 - 58.245 (m) 191.09 (f) ADJUSTED 2 0 FF1250 FF1250.Superseded values are not recommended for survey control. FF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1250.See file dsdata.txt to determine how the superseded data were derived. FF1250 FF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592749(NAD 83) FF1250_MARKER: DB = BENCH MARK DISK FF1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1250_STAMPING: D 85 1935 FF1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1250+STABILITY: SURFACE MOTION FF1250 FF1250 HISTORY - Date Condition Report By FF1250 HISTORY - 1935 MONUMENTED CGS FF1250 HISTORY - 20030528 MARK NOT FOUND USACE FF1250 FF1250 STATION DESCRIPTION FF1250 FF1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1250'AT COTTON PLANT. FF1250'AT COTTON PLANT, WOODRUFF COUNTY, IN THE NORTHWEST CORNER OF FF1250'THE COUNTY COURTHOUSE LOT, 51 FEET SOUTH OF THE CENTER OF THE FF1250'JUNCTION OF A SIDE STREET WITH MAIN STREET, 79 FEET NORTHWEST FF1250'OF THE NORTHWEST CORNER OF THE COURTHOUSE, AND 4 FEET SOUTH OF FF1250'THE CORNER OF THE IRON FENCE. A STANDARD DISK, STAMPED D 85 FF1250'1935 AND SET IN THE TOP OF A CONCRETE POST. FF1250 FF1250 STATION RECOVERY (2003) FF1250 FF1250'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1250'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1230 *********************************************************************** FF1230 DESIGNATION - G 74 FF1230 PID - FF1230 FF1230 STATE/COUNTY- AR/WOODRUFF FF1230 USGS QUAD - GRAYS (1992) FF1230 FF1230 *CURRENT SURVEY CONTROL FF1230 ___________________________________________________________________ FF1230* NAD 83(1986)- 35 08 48. (N) 091 14 27. (W) SCALED FF1230* NAVD 88 - 67.390 (meters) 221.10 (feet) ADJUSTED FF1230 ___________________________________________________________________ FF1230 GEOID HEIGHT- -27.18 (meters) GEOID99 FF1230 DYNAMIC HT - 67.329 (meters) 220.90 (feet) COMP FF1230 MODELED GRAV- 979,724.4 (mgal) NAVD 88 FF1230 FF1230 VERT ORDER - SECOND CLASS 0 FF1230 FF1230.The horizontal coordinates were scaled from a topographic map and have FF1230.an estimated accuracy of +/- 6 seconds. FF1230 FF1230.The orthometric height was determined by differential leveling FF1230.and adjusted by the National Geodetic Survey in June 1991. FF1230 FF1230.The geoid height was determined by GEOID99. FF1230 FF1230.The dynamic height is computed by dividing the NAVD 88 FF1230.geopotential number by the normal gravity value computed on the FF1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1230.degrees latitude (g = 980.6199 gals.). FF1230 FF1230.The modeled gravity was interpolated from observed gravity values. FF1230 FF1230; North East Units Estimated Accuracy FF1230;SPC AR N - 90,500. 469,180. MT (+/- 180 meters Scaled) FF1230 FF1230 SUPERSEDED SURVEY CONTROL FF1230 FF1230 NGVD 29 - 67.358 (m) 220.99 (f) ADJUSTED 2 0 FF1230 FF1230.Superseded values are not recommended for survey control. FF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1230.See file dsdata.txt to determine how the superseded data were derived. FF1230 FF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83) FF1230_MARKER: DB = BENCH MARK DISK FF1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1230_STAMPING: G-74 1935 FF1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1230+STABILITY: SURFACE MOTION FF1230 FF1230 HISTORY - Date Condition Report By FF1230 HISTORY - 1935 MONUMENTED CGS FF1230 HISTORY - 1970 GOOD USGS FF1230 HISTORY - 20030529 MARK NOT FOUND USACE FF1230 FF1230 STATION DESCRIPTION FF1230 FF1230'DESCRIBED BY US GEOLOGICAL SURVEY 1970 FF1230'AT WIVILLE. FF1230'AT WIVILLE, WOODRUFF CO., ON THE ABANDONED C.R.I. AND P. RR, IN FF1230'NE 1/4 OF SEC. 18, T-6-N, R-2-W., ABOUT 180 FT. N. OF A DOUBLE FF1230'CONC. PIPE CULVERT UNDER ARKANSAS STATE HWY 17, 73 FT. W. OF ARK FF1230'STATE HWY 17, 33 FT. S. OF A POWER POLE, 16 FT. N. OF A DRIVE FF1230'TO AN ABANDONED HOUSE, 1 FT. E. OF A METAL WITNESS SIGN. STD. FF1230'DISK SET IN TOP OF CONC. POST. STAMPED G-74 1935. FF1230 FF1230 STATION RECOVERY (2003) FF1230 FF1230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1230'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1822 *********************************************************************** FF1822 DESIGNATION - GREGORY FF1822 PID - FF1822 FF1822 STATE/COUNTY- AR/WOODRUFF FF1822 USGS QUAD - GREGORY (1992) FF1822 FF1822 *CURRENT SURVEY CONTROL FF1822 ___________________________________________________________________ FF1822* NAD 83(1997)- 35 09 16.31858(N) 091 20 33.13042(W) ADJUSTED FF1822* NAVD 88 - 61. (meters) 200. (feet) SCALED FF1822 ___________________________________________________________________ FF1822 LAPLACE CORR- 0.61 (seconds) DEFLEC99 FF1822 GEOID HEIGHT- -27.25 (meters) GEOID99 FF1822 FF1822 HORZ ORDER - SECOND FF1822 FF1822.The horizontal coordinates were established by classical geodetic methods FF1822.and adjusted by the National Geodetic Survey in September 1999. FF1822 FF1822.The orthometric height was scaled from a topographic map. FF1822 FF1822.The Laplace correction was computed from DEFLEC99 derived deflections. FF1822 FF1822.The geoid height was determined by GEOID99. FF1822 FF1822; North East Units Scale Converg. FF1822;SPC AR N - 91,305.163 459,903.000 MT 0.99996388 +0 22 57.3 FF1822;SPC AR S - 676,148.295 459,911.760 MT 1.00010956 +0 22 04.7 FF1822;UTM 15 - 3,891,437.901 650,968.569 MT 0.99988089 +0 57 16.3 FF1822 FF1822: Primary Azimuth Mark Grid Az FF1822:SPC AR N - GREGORY AZ MK 181 02 48.0 FF1822:SPC AR S - GREGORY AZ MK 181 03 40.6 FF1822:UTM 15 - GREGORY AZ MK 180 28 29.0 FF1822 FF1822|---------------------------------------------------------------------| FF1822| PID Reference Object Distance Geod. Az | FF1822| dddmmss.s | FF1822| CI1522 GREGORY AZ MK 1812545.3 | FF1822| CI1523 GREGORY RM 1 22.642 METERS 18904 | FF1822| CI1524 GREGORY RM 2 23.903 METERS 30619 | FF1822| FF1832 AUGUSTA WEST MUNICIPAL TANK APPROX.14.4 KM 3510713.3 | FF1822|---------------------------------------------------------------------| FF1822 FF1822 SUPERSEDED SURVEY CONTROL FF1822 FF1822 NAD 83(1986)- 35 09 16.32701(N) 091 20 33.12962(W) AD( ) 2 FF1822 NAD 27 - 35 09 16.01000(N) 091 20 32.66680(W) AD( ) 2 FF1822 FF1822.Superseded values are not recommended for survey control. FF1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1822.See file dsdata.txt to determine how the superseded data were derived. FF1822 FF1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5096991438(NAD 83) FF1822_MARKER: DS = TRIANGULATION STATION DISK FF1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1822+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003 FF1822 FF1822 HISTORY - Date Condition Report By FF1822 HISTORY - 1954 MONUMENTED CGS FF1822 HISTORY - 20030529 GOOD USACE FF1822 FF1822 STATION DESCRIPTION FF1822 FF1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1822'THE STATION IS LOCATED IN THE SOUTH PART OF GREGORY ON STATE FF1822'HIGHWAY 33, ABOUT 10 MILES SOUTH OF AUGUSTA, 58 FEET EAST-SOUTHEAST FF1822'OF THE NORTHEAST CORNER OF THE BAPTIST CHURCH AND 16 FEET FF1822'WEST-SOUTHWEST OF A FENCE CORNER. FF1822' FF1822'TO REACH THE STATION FROM THE POST OFFICE IN GREGORY, GO FF1822'SOUTH ON STATE HIGHWAY 33 FOR 0.2 MILE TO A DRIVEWAY ON FF1822'NORTH SIDE OF THE CHURCH, TURN LEFT ON THE DRIVEWAY FOR FF1822'200 FEET TO THE STATION. TO REACH THE AZIMUTH MARK FROM FF1822'THE DRIVEWAY, CONTINUE SOUTH ON STATE HIGHWAY 33 FOR 0.3 FF1822'MILE TO A DRIVEWAY JUST AFTER PASSING THE SCHOOLHOUSE, TURN FF1822'LEFT ON THE DRIVEWAY FOR 200 FEET TO THE MARK AS DESCRIBED. FF1822' FF1822'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND FF1822'AND THE DISK IS STAMPED GREGORY 1954. FF1822' FF1822'REFERENCE MARK 1 IS 1 FOOT EAST OF A HEDGE. THE MARK PROJECTS FF1822'1 INCH AND THE DISK IS STAMPED GREGORY NO 1 1954. FF1822' FF1822'REFERENCE MARK 2 IS 25 FEET NORTH-NORTHWEST OF THE NORTHEAST FF1822'CORNER OF THE CHURCH. THE MARK IS FLUSH WITH THE SURFACE FF1822'OF THE GROUND AND THE DISK IS STAMPED GREGORY NO 2 1954. FF1822' FF1822'THE AZIMUTH MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER FF1822'OF THE SCHOOLHOUSE, 5 FEET EAST OF A FLAG POLE AND 4 FEET FF1822'EAST-NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST. THE FF1822'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GREGORY 1954. FF1822' FF1822'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1822 FF1822 STATION RECOVERY (2003) FF1822 FF1822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1822'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1253 *********************************************************************** FF1253 DESIGNATION - INTO FF1253 PID - FF1253 FF1253 STATE/COUNTY- AR/WOODRUFF FF1253 USGS QUAD - COTTON PLANT (1993) FF1253 FF1253 *CURRENT SURVEY CONTROL FF1253 ___________________________________________________________________ FF1253* NAD 83(1986)- 35 02 18. (N) 091 18 44. (W) SCALED FF1253* NAVD 88 - 58.042 (meters) 190.43 (feet) ADJUSTED FF1253 ___________________________________________________________________ FF1253 GEOID HEIGHT- -27.09 (meters) GEOID99 FF1253 DYNAMIC HT - 57.989 (meters) 190.25 (feet) COMP FF1253 MODELED GRAV- 979,718.7 (mgal) NAVD 88 FF1253 FF1253 VERT ORDER - SECOND CLASS 0 FF1253 FF1253.The horizontal coordinates were scaled from a topographic map and have FF1253.an estimated accuracy of +/- 6 seconds. FF1253 FF1253.The orthometric height was determined by differential leveling FF1253.and adjusted by the National Geodetic Survey in June 1991. FF1253 FF1253.The geoid height was determined by GEOID99. FF1253 FF1253.The dynamic height is computed by dividing the NAVD 88 FF1253.geopotential number by the normal gravity value computed on the FF1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1253.degrees latitude (g = 980.6199 gals.). FF1253 FF1253.The modeled gravity was interpolated from observed gravity values. FF1253 FF1253; North East Units Estimated Accuracy FF1253;SPC AR N - 78,430. 462,760. MT (+/- 180 meters Scaled) FF1253 FF1253 SUPERSEDED SURVEY CONTROL FF1253 FF1253 NGVD 29 - 58.018 (m) 190.35 (f) ADJUSTED 2 0 FF1253 FF1253.Superseded values are not recommended for survey control. FF1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1253.See file dsdata.txt to determine how the superseded data were derived. FF1253 FF1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU539785(NAD 83) FF1253_MARKER: DD = SURVEY DISK FF1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1253_STAMPING: INTO 1934 FF1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1253+STABILITY: SURFACE MOTION FF1253 FF1253 HISTORY - Date Condition Report By FF1253 HISTORY - 1934 MONUMENTED ARGS FF1253 HISTORY - 1935 GOOD CGS FF1253 HISTORY - 20030528 MARK NOT FOUND USACE FF1253 FF1253 STATION DESCRIPTION FF1253 FF1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1253'4 MI NW FROM COTTON PLANT. FF1253'ABOUT 4 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS FF1253'RAILWAY FROM THE STATION AT COTTON PLANT, WOODRUFF COUNTY, ABOUT FF1253'270 FEET NORTHWEST OF THE POINT OF THE SWITCH FOR THE SPUR FF1253'TRACK AT DAGGETT, 30 FEET SOUTH OF MILEPOST 302, 61 FEET WEST FF1253'OF THE NORTH CORNER OF THE STATION, IN THE CENTER OF A TRACK FF1253'LEADING TO A SECTION SPEEDER SHED, 13 FEET NORTHEAST OF THE FF1253'CENTER LINE OF THE MAIN-LINE TRACK, AND 1.5 FEET SOUTHWEST OF FF1253'THE FRONT OF THE SPEEDER SHED. A STATE SURVEY STANDARD DISK, FF1253'STAMPED INTO 1934 AND SET IN THE TOP OF A CONCRETE POST. FF1253'NOTE-- THE RAILROAD HAS BEEN DISMANTLED. FF1253 FF1253 STATION RECOVERY (2003) FF1253 FF1253'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1253'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1257 *********************************************************************** FF1257 DESIGNATION - IZAC FF1257 PID - FF1257 FF1257 STATE/COUNTY- AR/WOODRUFF FF1257 USGS QUAD - GREGORY SW (1993) FF1257 FF1257 *CURRENT SURVEY CONTROL FF1257 ___________________________________________________________________ FF1257* NAD 83(1986)- 35 05 11. (N) 091 22 58. (W) SCALED FF1257* NAVD 88 - 58.376 (meters) 191.52 (feet) ADJUSTED FF1257 ___________________________________________________________________ FF1257 GEOID HEIGHT- -27.19 (meters) GEOID99 FF1257 DYNAMIC HT - 58.322 (meters) 191.34 (feet) COMP FF1257 MODELED GRAV- 979,720.0 (mgal) NAVD 88 FF1257 FF1257 VERT ORDER - SECOND CLASS 0 FF1257 FF1257.The horizontal coordinates were scaled from a topographic map and have FF1257.an estimated accuracy of +/- 6 seconds. FF1257 FF1257.The orthometric height was determined by differential leveling FF1257.and adjusted by the National Geodetic Survey in June 1991. FF1257 FF1257.The geoid height was determined by GEOID99. FF1257 FF1257.The dynamic height is computed by dividing the NAVD 88 FF1257.geopotential number by the normal gravity value computed on the FF1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1257.degrees latitude (g = 980.6199 gals.). FF1257 FF1257.The modeled gravity was interpolated from observed gravity values. FF1257 FF1257; North East Units Estimated Accuracy FF1257;SPC AR N - 83,720. 456,280. MT (+/- 180 meters Scaled) FF1257 FF1257 SUPERSEDED SURVEY CONTROL FF1257 FF1257 NGVD 29 - 58.348 (m) 191.43 (f) ADJUSTED 2 0 FF1257 FF1257.Superseded values are not recommended for survey control. FF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1257.See file dsdata.txt to determine how the superseded data were derived. FF1257 FF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU474838(NAD 83) FF1257_MARKER: DD = SURVEY DISK FF1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1257_STAMPING: IZAC 1934 FF1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1257+STABILITY: SURFACE MOTION FF1257 FF1257 HISTORY - Date Condition Report By FF1257 HISTORY - 1934 MONUMENTED ARGS FF1257 HISTORY - 1935 GOOD CGS FF1257 HISTORY - 20030529 MARK NOT FOUND USACE FF1257 FF1257 STATION DESCRIPTION FF1257 FF1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1257'1.3 MI NW FROM DIXIE. FF1257'ABOUT 1.3 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS FF1257'RAILWAY FROM THE STATION AT DIXIE, WOODRUFF COUNTY, IN THE N.W. FF1257'1/4, OF THE S.E. 1/4, SEC. 2, T. 5 N., R. 4 W., 64 FEET SOUTHWEST FF1257'OF THE TWENTY-FIFTH POLE SOUTHEAST OF MILEPOST 296, 41 FEET SOUTH FF1257'OF THE SOUTHEAST ABUTMENT OF BRIDGE 296.7, 13 FEET SOUTH OF THE FF1257'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK. FF1257'A STATE SURVEY STANDARD DISK, STAMPED IZAC 1934 AND SET IN THE FF1257'TOP OF A CONCRETE POST. FF1257 FF1257 STATION RECOVERY (2003) FF1257 FF1257'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1257'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1292 *********************************************************************** FF1292 DESIGNATION - J 177 FF1292 PID - FF1292 FF1292 STATE/COUNTY- AR/WOODRUFF FF1292 USGS QUAD - HUNTER EAST (1993) FF1292 FF1292 *CURRENT SURVEY CONTROL FF1292 ___________________________________________________________________ FF1292* NAD 83(1986)- 35 01 01. (N) 091 06 59. (W) SCALED FF1292* NAVD 88 - 62.905 (meters) 206.38 (feet) ADJUSTED FF1292 ___________________________________________________________________ FF1292 GEOID HEIGHT- -26.90 (meters) GEOID99 FF1292 DYNAMIC HT - 62.848 (meters) 206.19 (feet) COMP FF1292 MODELED GRAV- 979,723.9 (mgal) NAVD 88 FF1292 FF1292 VERT ORDER - FIRST CLASS II FF1292 FF1292.The horizontal coordinates were scaled from a topographic map and have FF1292.an estimated accuracy of +/- 6 seconds. FF1292 FF1292.The orthometric height was determined by differential leveling FF1292.and adjusted by the National Geodetic Survey in June 1991. FF1292 FF1292.The geoid height was determined by GEOID99. FF1292 FF1292.The dynamic height is computed by dividing the NAVD 88 FF1292.geopotential number by the normal gravity value computed on the FF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1292.degrees latitude (g = 980.6199 gals.). FF1292 FF1292.The modeled gravity was interpolated from observed gravity values. FF1292 FF1292; North East Units Estimated Accuracy FF1292;SPC AR N - 76,200. 480,640. MT (+/- 180 meters Scaled) FF1292 FF1292 SUPERSEDED SURVEY CONTROL FF1292 FF1292 NGVD 29 - 62.892 (m) 206.34 (f) ADJUSTED 1 2 FF1292 FF1292.Superseded values are not recommended for survey control. FF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1292.See file dsdata.txt to determine how the superseded data were derived. FF1292 FF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718765(NAD 83) FF1292_MARKER: DB = BENCH MARK DISK FF1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1292_STAMPING: J 177 1955 FF1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1292+STABILITY: SURFACE MOTION FF1292 FF1292 HISTORY - Date Condition Report By FF1292 HISTORY - 1955 MONUMENTED CGS FF1292 HISTORY - 20030529 POOR USACE FF1292 FF1292 STATION DESCRIPTION FF1292 FF1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 FF1292'2.6 MI S FROM HUNTER. FF1292'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT HUNTER, FF1292'THENCE ABOUT 2.45 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD, ABOUT FF1292'1.05 MILE NORTH OF THE ST. FRANCIS-WOODRUFF COUNTY LINE, AT THE FF1292'JUNCTION OF A ROAD WEST, 33 FEET WEST OF CENTER LINE OF ROAD, 134 FF1292'FEET NORTHWEST OF CENTER OF JUNCTION OF ROADS, 130 FEET NORTH FF1292'OF CENTER LINE OF ROAD WEST, 81 FEET SOUTH OF A POWER POLE WITH FF1292'A TRANSFORMER, 47 FEET SOUTHEAST OF SOUTHEAST CORNER OF A FARM FF1292'HOUSE, 2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A FF1292'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD FF1292'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FF1292 FF1292 STATION RECOVERY (2003) FF1292 FF1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1292'DISK MISSING. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1259 *********************************************************************** FF1259 DESIGNATION - JUAN FF1259 PID - FF1259 FF1259 STATE/COUNTY- AR/WOODRUFF FF1259 USGS QUAD - GREGORY SW (1993) FF1259 FF1259 *CURRENT SURVEY CONTROL FF1259 ___________________________________________________________________ FF1259* NAD 83(1986)- 35 06 34. (N) 091 25 12. (W) SCALED FF1259* NAVD 88 - 60.521 (meters) 198.56 (feet) ADJUSTED FF1259 ___________________________________________________________________ FF1259 GEOID HEIGHT- -27.23 (meters) GEOID99 FF1259 DYNAMIC HT - 60.466 (meters) 198.38 (feet) COMP FF1259 MODELED GRAV- 979,721.6 (mgal) NAVD 88 FF1259 FF1259 VERT ORDER - SECOND CLASS 0 FF1259 FF1259.The horizontal coordinates were scaled from a topographic map and have FF1259.an estimated accuracy of +/- 6 seconds. FF1259 FF1259.The orthometric height was determined by differential leveling FF1259.and adjusted by the National Geodetic Survey in June 1991. FF1259 FF1259.The geoid height was determined by GEOID99. FF1259 FF1259.The dynamic height is computed by dividing the NAVD 88 FF1259.geopotential number by the normal gravity value computed on the FF1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1259.degrees latitude (g = 980.6199 gals.). FF1259 FF1259.The modeled gravity was interpolated from observed gravity values. FF1259 FF1259; North East Units Estimated Accuracy FF1259;SPC AR N - 86,260. 452,880. MT (+/- 180 meters Scaled) FF1259 FF1259 SUPERSEDED SURVEY CONTROL FF1259 FF1259 NGVD 29 - 60.491 (m) 198.46 (f) ADJUSTED 2 0 FF1259 FF1259.Superseded values are not recommended for survey control. FF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1259.See file dsdata.txt to determine how the superseded data were derived. FF1259 FF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU439863(NAD 83) FF1259_MARKER: DD = SURVEY DISK FF1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1259_STAMPING: JUAN 1934 FF1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1259+STABILITY: SURFACE MOTION FF1259 FF1259 HISTORY - Date Condition Report By FF1259 HISTORY - 1934 MONUMENTED ARGS FF1259 HISTORY - 1935 GOOD CGS FF1259 HISTORY - 20030529 MARK NOT FOUND USACE FF1259 FF1259 STATION DESCRIPTION FF1259 FF1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1259'0.9 MI NW FROM MC CLELLAND. FF1259'ABOUT 0.9 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS FF1259'RAILWAY FROM THE STATION AT MC CLELLAND, WOODRUFF COUNTY, ABOUT FF1259'635 FEET SOUTHEAST OF THE POINT WHERE THE LEVEE LEAVES THE FF1259'TRACK, ON THE OUTSIDE OF A CURVE, ON THE PROJECTED CENTER LINE FF1259'OF THE TANGENT TO THE EAST END OF THE CURVE, 8 FEET WEST OF THE FF1259'FOURTH POLE SOUTHEAST OF MILEPOST 294, 11 FEET NORTHEAST OF THE FF1259'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP FF1259'OF THE RAIL. A STATE SURVEY STANDARD DISK, STAMPED JUAN 1934 AND FF1259'SET IN THE TOP OF A CONCRETE POST. FF1259 FF1259 STATION RECOVERY (2003) FF1259 FF1259'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1259'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1260 *********************************************************************** FF1260 DESIGNATION - JULY FF1260 PID - FF1260 FF1260 STATE/COUNTY- AR/WOODRUFF FF1260 USGS QUAD - GREGORY SW (1993) FF1260 FF1260 *CURRENT SURVEY CONTROL FF1260 ___________________________________________________________________ FF1260* NAD 83(1986)- 35 06 53. (N) 091 26 02. (W) SCALED FF1260* NAVD 88 - 61.770 (meters) 202.66 (feet) ADJUSTED FF1260 ___________________________________________________________________ FF1260 GEOID HEIGHT- -27.25 (meters) GEOID99 FF1260 DYNAMIC HT - 61.713 (meters) 202.47 (feet) COMP FF1260 MODELED GRAV- 979,721.9 (mgal) NAVD 88 FF1260 FF1260 VERT ORDER - SECOND CLASS 0 FF1260 FF1260.The horizontal coordinates were scaled from a topographic map and have FF1260.an estimated accuracy of +/- 6 seconds. FF1260 FF1260.The orthometric height was determined by differential leveling FF1260.and adjusted by the National Geodetic Survey in June 1991. FF1260 FF1260.The geoid height was determined by GEOID99. FF1260 FF1260.The dynamic height is computed by dividing the NAVD 88 FF1260.geopotential number by the normal gravity value computed on the FF1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1260.degrees latitude (g = 980.6199 gals.). FF1260 FF1260.The modeled gravity was interpolated from observed gravity values. FF1260 FF1260; North East Units Estimated Accuracy FF1260;SPC AR N - 86,840. 451,610. MT (+/- 180 meters Scaled) FF1260 FF1260 SUPERSEDED SURVEY CONTROL FF1260 FF1260 NGVD 29 - 61.739 (m) 202.56 (f) ADJUSTED 2 0 FF1260 FF1260.Superseded values are not recommended for survey control. FF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1260.See file dsdata.txt to determine how the superseded data were derived. FF1260 FF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427868(NAD 83) FF1260_MARKER: DD = SURVEY DISK FF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1260_STAMPING: JULY 1934 FF1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1260+STABILITY: SURFACE MOTION FF1260 FF1260 HISTORY - Date Condition Report By FF1260 HISTORY - 1934 MONUMENTED ARGS FF1260 HISTORY - 1935 GOOD CGS FF1260 HISTORY - 20030529 MARK NOT FOUND USACE FF1260 FF1260 STATION DESCRIPTION FF1260 FF1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1260'1.5 MI SE FROM GEORGETOWN. FF1260'IN WOODRUFF COUNTY, ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI FF1260'AND NORTH ARKANSAS RAILWAY FROM THE STATION AT GEORGETOWN, WHITE FF1260'COUNTY, 46 FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF THE FF1260'FIFTH POLE SOUTHEAST OF MILEPOST 293, 19 FEET EAST OF THE FF1260'SOUTHEAST END OF WOODEN TRESTLE 293 LEADING TO THE STEEL SPAN FF1260'OVER WHITE RIVER, ON THE TOP OF THE LEVEE AT ITS DEVIATION FROM FF1260'THE RAILROAD FILL, 13 FEET NORTH OF THE CENTER LINE OF THE TRACK, FF1260'AND ABOUT LEVEL WITH THE TOP OF THE RAIL. A STATE SURVEY STANDARD FF1260'DISK, STAMPED JULY 1934 AND SET IN THE TOP OF A CONCRETE POST. FF1260 FF1260 STATION RECOVERY (2003) FF1260 FF1260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1260'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1258 *********************************************************************** FF1258 DESIGNATION - JUTE FF1258 PID - FF1258 FF1258 STATE/COUNTY- AR/WOODRUFF FF1258 USGS QUAD - GREGORY SW (1993) FF1258 FF1258 *CURRENT SURVEY CONTROL FF1258 ___________________________________________________________________ FF1258* NAD 83(1986)- 35 06 10. (N) 091 24 25. (W) SCALED FF1258* NAVD 88 - 59.433 (meters) 194.99 (feet) ADJUSTED FF1258 ___________________________________________________________________ FF1258 GEOID HEIGHT- -27.22 (meters) GEOID99 FF1258 DYNAMIC HT - 59.379 (meters) 194.81 (feet) COMP FF1258 MODELED GRAV- 979,721.1 (mgal) NAVD 88 FF1258 FF1258 VERT ORDER - SECOND CLASS 0 FF1258 FF1258.The horizontal coordinates were scaled from a topographic map and have FF1258.an estimated accuracy of +/- 6 seconds. FF1258 FF1258.The orthometric height was determined by differential leveling FF1258.and adjusted by the National Geodetic Survey in June 1991. FF1258 FF1258.The geoid height was determined by GEOID99. FF1258 FF1258.The dynamic height is computed by dividing the NAVD 88 FF1258.geopotential number by the normal gravity value computed on the FF1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1258.degrees latitude (g = 980.6199 gals.). FF1258 FF1258.The modeled gravity was interpolated from observed gravity values. FF1258 FF1258; North East Units Estimated Accuracy FF1258;SPC AR N - 85,530. 454,070. MT (+/- 180 meters Scaled) FF1258 FF1258 SUPERSEDED SURVEY CONTROL FF1258 FF1258 NGVD 29 - 59.404 (m) 194.89 (f) ADJUSTED 2 0 FF1258 FF1258.Superseded values are not recommended for survey control. FF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1258.See file dsdata.txt to determine how the superseded data were derived. FF1258 FF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451856(NAD 83) FF1258_MARKER: DD = SURVEY DISK FF1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1258_STAMPING: JUTE 1934 FF1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1258+STABILITY: SURFACE MOTION FF1258 FF1258 HISTORY - Date Condition Report By FF1258 HISTORY - 1934 MONUMENTED ARGS FF1258 HISTORY - 1935 GOOD CGS FF1258 HISTORY - 20030529 MARK NOT FOUND USACE FF1258 FF1258 STATION DESCRIPTION FF1258 FF1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1258'AT MC CLELLAND. FF1258'AT MC CLELLAND, WOODRUFF COUNTY, ABOUT 300 FEET NORTHEAST OF THE FF1258'HIGH SCHOOL, 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FF1258'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, 34 FEET SOUTH OF FF1258'THE FIRST POLE SOUTHEAST OF MILEPOST 295, 17 FEET NORTH OF THE FF1258'CENTER OF A ROAD CROSSING, 10 FEET NORTHEAST OF THE CENTER LINE FF1258'OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK. A STATE SURVEY FF1258'STANDARD DISK, STAMPED JUTE 1934 AND SET IN THE TOP OF A CONCRETE FF1258'POST. FF1258 FF1258 STATION RECOVERY (2003) FF1258 FF1258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1258'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1237 *********************************************************************** FF1237 DESIGNATION - L 11 5 FF1237 PID - FF1237 FF1237 STATE/COUNTY- AR/WOODRUFF FF1237 USGS QUAD - MC CRORY (1980) FF1237 FF1237 *CURRENT SURVEY CONTROL FF1237 ___________________________________________________________________ FF1237* NAD 83(1986)- 35 17 45. (N) 091 14 17. (W) SCALED FF1237* NAVD 88 - 60.108 (meters) 197.20 (feet) ADJUSTED FF1237 ___________________________________________________________________ FF1237 GEOID HEIGHT- -27.33 (meters) GEOID99 FF1237 DYNAMIC HT - 60.054 (meters) 197.03 (feet) COMP FF1237 MODELED GRAV- 979,736.2 (mgal) NAVD 88 FF1237 FF1237 VERT ORDER - SECOND CLASS 0 FF1237 FF1237.The horizontal coordinates were scaled from a topographic map and have FF1237.an estimated accuracy of +/- 6 seconds. FF1237 FF1237.The orthometric height was determined by differential leveling FF1237.and adjusted by the National Geodetic Survey in June 1991. FF1237 FF1237.The geoid height was determined by GEOID99. FF1237 FF1237.The dynamic height is computed by dividing the NAVD 88 FF1237.geopotential number by the normal gravity value computed on the FF1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1237.degrees latitude (g = 980.6199 gals.). FF1237 FF1237.The modeled gravity was interpolated from observed gravity values. FF1237 FF1237; North East Units Estimated Accuracy FF1237;SPC AR N - 107,050. 469,300. MT (+/- 180 meters Scaled) FF1237 FF1237 SUPERSEDED SURVEY CONTROL FF1237 FF1237 NGVD 29 - 60.067 (m) 197.07 (f) ADJUSTED 2 0 FF1237 FF1237.Superseded values are not recommended for survey control. FF1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1237.See file dsdata.txt to determine how the superseded data were derived. FF1237 FF1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV602072(NAD 83) FF1237_MARKER: P = PIPE CAP FF1237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FF1237_STAMPING: BM L 11-5 1934 FF1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1237 FF1237 HISTORY - Date Condition Report By FF1237 HISTORY - 1934 MONUMENTED DOD FF1237 HISTORY - 1935 GOOD CGS FF1237 HISTORY - 20030529 MARK NOT FOUND USACE FF1237 FF1237 STATION DESCRIPTION FF1237 FF1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1237'2.6 MI N FROM PATTERSON. FF1237'2.6 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND FF1237'PACIFIC RAILROAD FROM THE STATION AT PATTERSON, WOODRUFF COUNTY, FF1237'35 FEET NORTH OF THE STATION AT RIVERSIDE, 180 FEET NORTH OF FF1237'MILEPOST 29, 120 FEET WEST OF THE CENTERLINE OF THE TRACK, AND FF1237'9 FEET EAST OF A 4-FOOT LOCUST TREE. A CORPS OF ENGINEERS, FF1237'U.S. ARMY, STANDARD CAP, STAMPED BM L 11-5 1934 AND FASTENED ON FF1237'THE TOP OF A 4-INCH IRON PIPE. FF1237 FF1237 STATION RECOVERY (2003) FF1237 FF1237'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1237'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1226 *********************************************************************** FF1226 DESIGNATION - L 12 1 FF1226 PID - FF1226 FF1226 STATE/COUNTY- AR/WOODRUFF FF1226 USGS QUAD - HUNTER WEST (1993) FF1226 FF1226 *CURRENT SURVEY CONTROL FF1226 ___________________________________________________________________ FF1226* NAD 83(1986)- 35 03 50. (N) 091 14 52. (W) SCALED FF1226* NAVD 88 - 60.80 (+/-2cm) 199.5 (feet) VERTCON FF1226 ___________________________________________________________________ FF1226 GEOID HEIGHT- -27.07 (meters) GEOID99 FF1226 FF1226 VERT ORDER - ? (See Below) FF1226 FF1226.The horizontal coordinates were scaled from a topographic map and have FF1226.an estimated accuracy of +/- 6 seconds. FF1226 FF1226.The NAVD 88 height was computed by applying the VERTCON shift value to FF1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1226.The vertical order pertains to the superseded datum. FF1226 FF1226.The geoid height was determined by GEOID99. FF1226 FF1226; North East Units Estimated Accuracy FF1226;SPC AR N - 81,310. 468,610. MT (+/- 180 meters Scaled) FF1226 FF1226 SUPERSEDED SURVEY CONTROL FF1226 FF1226 NGVD 29 - 60.777 (m) 199.40 (f) ADJUSTED ? FF1226 FF1226.Superseded values are not recommended for survey control. FF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1226.See file dsdata.txt to determine how the superseded data were derived. FF1226 FF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597815(NAD 83) FF1226_MARKER: P = PIPE CAP FF1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FF1226_STAMPING: L-12-1 FF1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1226 FF1226 HISTORY - Date Condition Report By FF1226 HISTORY - UNK MONUMENTED DOD FF1226 HISTORY - 1935 GOOD CGS FF1226 HISTORY - 20030529 MARK NOT FOUND USACE FF1226 FF1226 STATION DESCRIPTION FF1226 FF1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1226'4.3 MI N FROM COTTON PLANT. FF1226'4 IN IRON PIPE AND BRONZE CAP SET IN CONCRETE MONUMENT AT BECTON, FF1226'ARK., ABOUT 4.3 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM HIGH FF1226'SCHOOL ON EAST SIDE OF C.R.I. AND P.R.R. IN NORTHWEST CORNER OF FF1226'CULTIVATED FIELD OWNED BY NANCY FLOYD, ON SOUTH SIDE OF COUNTY FF1226'GRAVEL ROAD, 145 FEET EAST OF CENTERLINE OF TRACK, 34 FEET SOUTH FF1226'OF CENTERLINE OF GRAVEL ROAD, 40 FEET SOUTHEAST OF SOUTHEAST FF1226'CORNER OF SOUTH HEDAWALL OF CULVERT UNDER GRAVEL ROAD, OPPOSITE FF1226'M.P.13-1. FF1226 FF1226 STATION RECOVERY (2003) FF1226 FF1226'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1226'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1231 *********************************************************************** FF1231 DESIGNATION - L 12 11 FF1231 PID - FF1231 FF1231 STATE/COUNTY- AR/WOODRUFF FF1231 USGS QUAD - GRAYS (1992) FF1231 FF1231 *CURRENT SURVEY CONTROL FF1231 ___________________________________________________________________ FF1231* NAD 83(1986)- 35 08 49. (N) 091 14 27. (W) SCALED FF1231* NAVD 88 - 67.52 (+/-2cm) 221.5 (feet) VERTCON FF1231 ___________________________________________________________________ FF1231 GEOID HEIGHT- -27.18 (meters) GEOID99 FF1231 FF1231 VERT ORDER - ? (See Below) FF1231 FF1231.The horizontal coordinates were scaled from a topographic map and have FF1231.an estimated accuracy of +/- 6 seconds. FF1231 FF1231.The NAVD 88 height was computed by applying the VERTCON shift value to FF1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1231.The vertical order pertains to the superseded datum. FF1231 FF1231.The geoid height was determined by GEOID99. FF1231 FF1231; North East Units Estimated Accuracy FF1231;SPC AR N - 90,530. 469,180. MT (+/- 180 meters Scaled) FF1231 FF1231 SUPERSEDED SURVEY CONTROL FF1231 FF1231 NGVD 29 - 67.485 (m) 221.41 (f) ADJUSTED ? FF1231 FF1231.Superseded values are not recommended for survey control. FF1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1231.See file dsdata.txt to determine how the superseded data were derived. FF1231 FF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83) FF1231_MARKER: P = PIPE CAP FF1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FF1231_STAMPING: L 12-11 FF1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1231 FF1231 HISTORY - Date Condition Report By FF1231 HISTORY - UNK MONUMENTED DOD FF1231 HISTORY - 1935 GOOD CGS FF1231 HISTORY - 20030529 MARK NOT FOUND USACE FF1231 FF1231 STATION DESCRIPTION FF1231 FF1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1231'AT WIVILLE. FF1231'AT WIVILLE, WOODRUFF COUNTY, 110 FEET NORTHWEST OF THE NORTHWEST FF1231'CORNER OF THE ABANDONED CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FF1231'STATION, 263 FEET SOUTHWEST OF THE WATER TANK IN THE RAILROAD FF1231'WYE, 110 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS. COOKS FF1231'HOUSE IN 1935, IN THE SOUTHEAST CORNER OF A LOT, 88 FEET WEST OF FF1231'THE TRACK, 146 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17, FF1231'AND 25 FEET NORTH OF THE CENTERLINE OF A DIRT STREET. A CORPS FF1231'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 12-11 AND FF1231'FASTENED ON THE TOP OF A 4-INCH IRON PIPE SET IN CONCRETE. FF1231 FF1231 STATION RECOVERY (2003) FF1231 FF1231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1231'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1235 *********************************************************************** FF1235 DESIGNATION - L 12 12 FF1235 PID - FF1235 FF1235 STATE/COUNTY- AR/WOODRUFF FF1235 USGS QUAD - GRAYS (1992) FF1235 FF1235 *CURRENT SURVEY CONTROL FF1235 ___________________________________________________________________ FF1235* NAD 83(1986)- 35 13 29. (N) 091 14 04. (W) SCALED FF1235* NAVD 88 - 60.47 (+/-2cm) 198.4 (feet) VERTCON FF1235 ___________________________________________________________________ FF1235 GEOID HEIGHT- -27.27 (meters) GEOID99 FF1235 FF1235 VERT ORDER - ? (See Below) FF1235 FF1235.The horizontal coordinates were scaled from a topographic map and have FF1235.an estimated accuracy of +/- 6 seconds. FF1235 FF1235.The NAVD 88 height was computed by applying the VERTCON shift value to FF1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1235.The vertical order pertains to the superseded datum. FF1235 FF1235.The geoid height was determined by GEOID99. FF1235 FF1235; North East Units Estimated Accuracy FF1235;SPC AR N - 99,160. 469,690. MT (+/- 180 meters Scaled) FF1235 FF1235 SUPERSEDED SURVEY CONTROL FF1235 FF1235 NGVD 29 - 60.434 (m) 198.27 (f) ADJUSTED ? FF1235 FF1235.Superseded values are not recommended for survey control. FF1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1235.See file dsdata.txt to determine how the superseded data were derived. FF1235 FF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606993(NAD 83) FF1235_MARKER: DD = SURVEY DISK FF1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FF1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1235 FF1235 HISTORY - Date Condition Report By FF1235 HISTORY - UNK MONUMENTED DOD FF1235 HISTORY - 1935 GOOD CGS FF1235 HISTORY - 20030529 MARK NOT FOUND USACE FF1235 FF1235 STATION DESCRIPTION FF1235 FF1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1235'AT GRAYS. FF1235'AT GRAYS, WOODRUFF COUNTY, ON THE ABANDONED CHICAGO, ROCK ISLAND FF1235'AND PACIFIC RAILROAD, 9 FEET NORTH OF THE NORTH LINE OF THE FF1235'STATION PROJECTED EAST, 50 FEET EAST OF THE CENTERLINE OF THE FF1235'TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF A VILLAGE STREET. FF1235'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN THE TOP OF FF1235'A PIPE FILLED WITH CONCRETE. FF1235 FF1235 STATION RECOVERY (2003) FF1235 FF1235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1235'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1820 *********************************************************************** FF1820 DESIGNATION - L 12 3 FF1820 PID - FF1820 FF1820 STATE/COUNTY- AR/WOODRUFF FF1820 USGS QUAD - GRAYS (1992) FF1820 FF1820 *CURRENT SURVEY CONTROL FF1820 ___________________________________________________________________ FF1820* NAD 83(1997)- 35 10 51.91724(N) 091 14 11.97804(W) ADJUSTED FF1820* NAVD 88 - 68.57 (+/-2cm) 225.0 (feet) VERTCON FF1820 ___________________________________________________________________ FF1820 LAPLACE CORR- 1.00 (seconds) DEFLEC99 FF1820 GEOID HEIGHT- -27.23 (meters) GEOID99 FF1820 FF1820 HORZ ORDER - THIRD FF1820 VERT ORDER - THIRD ? (See Below) FF1820 FF1820.The horizontal coordinates were established by classical geodetic methods FF1820.and adjusted by the National Geodetic Survey in September 1999. FF1820.No horizontal observational check was made to the station. FF1820 FF1820.The NAVD 88 height was computed by applying the VERTCON shift value to FF1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1820.The vertical order pertains to the superseded datum. FF1820 FF1820.The Laplace correction was computed from DEFLEC99 derived deflections. FF1820 FF1820.The geoid height was determined by GEOID99. FF1820 FF1820; North East Units Scale Converg. FF1820;SPC AR N - 94,320.691 469,526.550 MT 0.99996054 +0 26 39.1 FF1820;UTM 15 - 3,894,549.149 660,560.932 MT 0.99991772 +1 00 58.3 FF1820 FF1820 SUPERSEDED SURVEY CONTROL FF1820 FF1820 NAD 83(1986)- 35 10 51.92617(N) 091 14 11.97704(W) AD( ) 3 FF1820 NAD 27 - 35 10 51.60960(N) 091 14 11.52550(W) AD( ) 3 FF1820 NGVD 29 - 68.54 (m) 224.9 (f) LEVELING 3 FF1820 FF1820.Superseded values are not recommended for survey control. FF1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1820.See file dsdata.txt to determine how the superseded data were derived. FF1820 FF1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6056194549(NAD 83) FF1820_MARKER: DD = SURVEY DISK FF1820_SETTING: 0 = UNSPECIFIED SETTING FF1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1820 FF1820 HISTORY - Date Condition Report By FF1820 HISTORY - 1954 MONUMENTED USE FF1820 HISTORY - 1974 GOOD NGS FF1820 HISTORY - 20030529 MARK NOT FOUND USACE FF1820 FF1820 STATION DESCRIPTION FF1820 FF1820'DESCRIBED BY US ENGINEERS 1954 (JCM) FF1820'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE VILLAGE FF1820'OF PATTERSON, 90 FEET SOUTH OF THE CENTER OF A CURVE IN FF1820'STATE HIGHWAY NO. 17, 20 FEET EAST OF A ROW OF PEACH TREES, FF1820'AND 4 FEET EAST OF AN IRRIGATION DITCH. FF1820' FF1820'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF PATTERSON, FF1820'GO SOUTH ON STATE HIGHWAY NO. 17 FOR 5.3 MILES TO THE MARK FF1820'ON THE RIGHT. FF1820' FF1820'THE STATION IS A BRONZE DISK STAMPED L - 12 - 3 SET IN CONCRETE FF1820'AND IS FLUSH WITH THE GROUND. A TRAVERSE CONNECTION WAS FF1820'MADE TO TRIANGULATION STATION ORCHARD AND THE DISTANCE WAS FF1820'FOUND TO BE 42.812 METERS (140.46 FEET). FF1820 FF1820 STATION RECOVERY (1974) FF1820 FF1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 FF1820'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ROUTE FF1820'DESCRIPTION FOR STATION ORCHARD 1954 WAS USED AND IS ADEQUATE. FF1820 FF1820 STATION RECOVERY (2003) FF1820 FF1820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1820'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1236 *********************************************************************** FF1236 DESIGNATION - L 74 FF1236 PID - FF1236 FF1236 STATE/COUNTY- AR/WOODRUFF FF1236 USGS QUAD - MC CRORY (1980) FF1236 FF1236 *CURRENT SURVEY CONTROL FF1236 ___________________________________________________________________ FF1236* NAD 83(1986)- 35 15 30. (N) 091 14 03. (W) SCALED FF1236* NAVD 88 - 61.106 (meters) 200.48 (feet) ADJUSTED FF1236 ___________________________________________________________________ FF1236 GEOID HEIGHT- -27.30 (meters) GEOID99 FF1236 DYNAMIC HT - 61.051 (meters) 200.30 (feet) COMP FF1236 MODELED GRAV- 979,732.9 (mgal) NAVD 88 FF1236 FF1236 VERT ORDER - SECOND CLASS 0 FF1236 FF1236.The horizontal coordinates were scaled from a topographic map and have FF1236.an estimated accuracy of +/- 6 seconds. FF1236 FF1236.The orthometric height was determined by differential leveling FF1236.and adjusted by the National Geodetic Survey in June 1991. FF1236 FF1236.The geoid height was determined by GEOID99. FF1236 FF1236.The dynamic height is computed by dividing the NAVD 88 FF1236.geopotential number by the normal gravity value computed on the FF1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1236.degrees latitude (g = 980.6199 gals.). FF1236 FF1236.The modeled gravity was interpolated from observed gravity values. FF1236 FF1236; North East Units Estimated Accuracy FF1236;SPC AR N - 102,890. 469,690. MT (+/- 180 meters Scaled) FF1236 FF1236 SUPERSEDED SURVEY CONTROL FF1236 FF1236 NGVD 29 - 61.069 (m) 200.36 (f) ADJUSTED 2 0 FF1236 FF1236.Superseded values are not recommended for survey control. FF1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1236.See file dsdata.txt to determine how the superseded data were derived. FF1236 FF1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV606031(NAD 83) FF1236_MARKER: DB = BENCH MARK DISK FF1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1236_STAMPING: 200.305 L 74 1934 FF1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1236+STABILITY: SURFACE MOTION FF1236 FF1236 HISTORY - Date Condition Report By FF1236 HISTORY - 1934 MONUMENTED CGS FF1236 HISTORY - 1970 GOOD USGS FF1236 HISTORY - 20030529 MARK NOT FOUND USACE FF1236 FF1236 STATION DESCRIPTION FF1236 FF1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF1236'AT PATTERSON. FF1236'AT PATTERSON, WOODRUFF COUNTY, 78 FEET NORTH OF THE NORTHWEST FF1236'CORNER OF THE ABANDONED MISSOURI PACIFIC RAILROAD STATION, 66 FF1236'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE CHICAGO, ROCK FF1236'ISLAND AND PACIFIC RAILROAD AND THE MISSOURI PACIFIC RAILROAD, FF1236'20 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME WAREHOUSE, AND FF1236'4 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER. A STANDARD DISK, FF1236'STAMPED 200.305 L 74 1934 AND SET IN THE TOP OF A CONCRETE POST. FF1236'NOTE-- MARK IS 106 FEET E OF HIGHWAY 17, 51 FEET N OF N RAIL FF1236'AND 28 FEET NE OF POWER POLE. FF1236 FF1236 STATION RECOVERY (1970) FF1236 FF1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 FF1236'RECOVERED IN GOOD CONDITION. FF1236 FF1236 STATION RECOVERY (2003) FF1236 FF1236'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1236'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1238 *********************************************************************** FF1238 DESIGNATION - M 74 FF1238 PID - FF1238 FF1238 STATE/COUNTY- AR/WOODRUFF FF1238 USGS QUAD - MC CRORY (1980) FF1238 FF1238 *CURRENT SURVEY CONTROL FF1238 ___________________________________________________________________ FF1238* NAD 83(1986)- 35 18 23. (N) 091 14 18. (W) SCALED FF1238* NAVD 88 - 63.718 (meters) 209.05 (feet) ADJUSTED FF1238 ___________________________________________________________________ FF1238 GEOID HEIGHT- -27.33 (meters) GEOID99 FF1238 DYNAMIC HT - 63.661 (meters) 208.86 (feet) COMP FF1238 MODELED GRAV- 979,737.3 (mgal) NAVD 88 FF1238 FF1238 VERT ORDER - SECOND CLASS 0 FF1238 FF1238.The horizontal coordinates were scaled from a topographic map and have FF1238.an estimated accuracy of +/- 6 seconds. FF1238 FF1238.The orthometric height was determined by differential leveling FF1238.and adjusted by the National Geodetic Survey in June 1991. FF1238 FF1238.The geoid height was determined by GEOID99. FF1238 FF1238.The dynamic height is computed by dividing the NAVD 88 FF1238.geopotential number by the normal gravity value computed on the FF1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1238.degrees latitude (g = 980.6199 gals.). FF1238 FF1238.The modeled gravity was interpolated from observed gravity values. FF1238 FF1238; North East Units Estimated Accuracy FF1238;SPC AR N - 108,220. 469,270. MT (+/- 180 meters Scaled) FF1238 FF1238 SUPERSEDED SURVEY CONTROL FF1238 FF1238 NGVD 29 - 63.677 (m) 208.91 (f) ADJUSTED 2 0 FF1238 FF1238.Superseded values are not recommended for survey control. FF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1238.See file dsdata.txt to determine how the superseded data were derived. FF1238 FF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV601084(NAD 83) FF1238_MARKER: DB = BENCH MARK DISK FF1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1238_STAMPING: M 74 1934 FF1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1238+STABILITY: SURFACE MOTION FF1238 FF1238 HISTORY - Date Condition Report By FF1238 HISTORY - 1934 MONUMENTED CGS FF1238 HISTORY - 20030529 MARK NOT FOUND USACE FF1238 FF1238 STATION DESCRIPTION FF1238 FF1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF1238'3.3 MI N FROM PATTERSON. FF1238'3.3 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND FF1238'PACIFIC RAILROAD FROM THE STATION AT PATTERSON, WOODRUFF COUNTY, FF1238'AT POLE 29/5, 760 FEET NORTH OF A SHACK, ON THE SUMMIT OF A LOW FF1238'RIDGE, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 18 FEET FF1238'SOUTH OF THE CENTER OF A LARGE GATE IN THE RIGHT-OF-WAY FENCE. FF1238'A STANDARD DISK, STAMPED M 74 1934 AND SET IN THE TOP OF A FF1238'CONCRETE POST. FF1238 FF1238 STATION RECOVERY (2003) FF1238 FF1238'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1238'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1819 *********************************************************************** FF1819 DESIGNATION - MILLER FF1819 PID - FF1819 FF1819 STATE/COUNTY- AR/WOODRUFF FF1819 USGS QUAD - HUNTER WEST (1993) FF1819 FF1819 *CURRENT SURVEY CONTROL FF1819 ___________________________________________________________________ FF1819* NAD 83(1997)- 35 03 45.35104(N) 091 14 35.33248(W) ADJUSTED FF1819* NAVD 88 - 66.78 (+/-2cm) 219.1 (feet) VERTCON FF1819 ___________________________________________________________________ FF1819 LAPLACE CORR- 1.36 (seconds) DEFLEC99 FF1819 GEOID HEIGHT- -27.06 (meters) GEOID99 FF1819 FF1819 HORZ ORDER - SECOND FF1819 VERT ORDER - THIRD ? (See Below) FF1819 FF1819.The horizontal coordinates were established by classical geodetic methods FF1819.and adjusted by the National Geodetic Survey in September 1999. FF1819 FF1819.The NAVD 88 height was computed by applying the VERTCON shift value to FF1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1819.The vertical order pertains to the superseded datum. FF1819 FF1819.The Laplace correction was computed from DEFLEC99 derived deflections. FF1819 FF1819.The geoid height was determined by GEOID99. FF1819 FF1819; North East Units Scale Converg. FF1819;SPC AR N - 81,171.252 469,036.723 MT 0.99997710 +0 26 25.5 FF1819;SPC AR S - 666,010.623 469,043.837 MT 1.00007942 +0 25 25.0 FF1819;UTM 15 - 3,881,396.161 660,202.082 MT 0.99991631 +1 00 34.1 FF1819 FF1819: Primary Azimuth Mark Grid Az FF1819:SPC AR N - GREGORY 317 58 16.4 FF1819:SPC AR S - GREGORY 317 59 16.9 FF1819:UTM 15 - GREGORY 317 24 07.8 FF1819 FF1819|---------------------------------------------------------------------| FF1819| PID Reference Object Distance Geod. Az | FF1819| dddmmss.s | FF1819| CI2531 MILLER RM 2 19.232 METERS 00510 | FF1819| CI2529 MILLER AZ MK 1401215.9 | FF1819| EH2903 COTTON PLANT SW VENEER CO TANK APPROX. 7.3 KM 1824122.2 | FF1819| FF1818 COTTON PLANT E MUNICIPAL TANK APPROX. 6.4 KM 1841423.1 | FF1819| FF1824 COTTON PLANT W MUNICIPAL TANK APPROX. 6.9 KM 1910322.2 | FF1819| CI2530 MILLER RM 1 17.886 METERS 27102 | FF1819| FF1822 GREGORY APPROX.13.6 KM 3182441.9 | FF1819|---------------------------------------------------------------------| FF1819 FF1819 SUPERSEDED SURVEY CONTROL FF1819 FF1819 NAD 83(1986)- 35 03 45.35908(N) 091 14 35.33082(W) AD( ) 2 FF1819 NAD 27 - 35 03 45.03290(N) 091 14 34.87760(W) AD( ) 2 FF1819 NGVD 29 - 66.75 (m) 219.0 (f) LEVELING 3 FF1819 FF1819.Superseded values are not recommended for survey control. FF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1819.See file dsdata.txt to determine how the superseded data were derived. FF1819 FF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6020281396(NAD 83) FF1819_MARKER: DS = TRIANGULATION STATION DISK FF1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1819+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003 FF1819 FF1819 HISTORY - Date Condition Report By FF1819 HISTORY - 1954 MONUMENTED CGS FF1819 HISTORY - 1970 GOOD NGS FF1819 HISTORY - 1975 GOOD NGS FF1819 HISTORY - 20030529 GOOD USACE FF1819 FF1819 STATION DESCRIPTION FF1819 FF1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1819'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF COTTON PLANT, FF1819'ON LAND OWNED BY MARION MILLER AND IN THE NORTHEAST QUARTER FF1819'OF SEC. 18, T 5 N, R 2 W. IT IS 92 FEET SOUTH OF THE CENTER FF1819'OF THE ROAD, 72 FEET SOUTHWEST OF A POWERLINE POLE, 21 FEET FF1819'NORTH OF A FENCE AND 4 FEET NORTHWEST OF A 4 X 4 INCH WHITE FF1819'WITNESS POST. FF1819' FF1819'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER FF1819'OF COTTON PLANT, GO EAST AND NORTH ON STATE HIGHWAY 17 FOR FF1819'5.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FF1819'FOR 0.3 MILE TO A CROSSROADS AT A GROCERY STORE ON THE RIGHT, FF1819'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO FF1819'THE STATION ON THE LEFT. FF1819' FF1819'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FF1819'MILLER 1954. FF1819' FF1819'REFERENCE MARK 1 IS 92 FEET SOUTH OF THE CENTER OF THE ROAD FF1819'AND 16 FEET NORTH OF THE FENCE. THE MARK PROJECTS 6 INCHES FF1819'AND THE DISK IS STAMPED MILLER NO 1 1954. FF1819' FF1819'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTER OF THE ROAD. FF1819'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MILLER FF1819'NO 2 1954. FF1819' FF1819'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY, FF1819'7 FEET NORTHEAST OF A GATE AND 2 FEET NORTHEAST OF A 4 X 4 INCH FF1819'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS FF1819'STAMPED MILLER 1954. FF1819' FF1819'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. FF1819 FF1819 STATION RECOVERY (1970) FF1819 FF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 FF1819'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION FF1819'AS DESCRIBED. THE AZIMUTH MARK WAS FOUND LAYING IN A DITCH. FF1819' FF1819'NO TRAFFIC LIGHT WAS FOUND IN COTTON PLANT, HOWEVER, MILEAGE IS FF1819'STILL CORRECT IF TAKEN FROM THE FRONT OF THE POST OFFICE. FF1819 FF1819 STATION RECOVERY (1975) FF1819 FF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) FF1819'THE STATION WAS VISITED 5-6-75 AND THE STATION MARK AND REFERENCE FF1819'MARKS NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH FF1819'MARK WAS SEARCHED FOR BUT NOT FOUND. THE DISTANCES TO THE FF1819'REFERENCE MARKS WERE MEASURED AND VERIFIED BY THE 1954 DISTANCE. FF1819' FF1819'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF COTTON FF1819'PLANT IN THE NORTHEAST 1/4 OF SECTION 18, T 5N, R 2W IN HEAVY FF1819'BRUSH ON SOUTH SIDE OF GRADED ROAD. FF1819' FF1819'TO REACH FROM THE POST OFFICE IN COTTON PLANT GO EAST ON STATE FF1819'HIGHWAY 17 AND 38 FOR 1.6 MILES TO A FORK. TAKE LEFT FORK AND GO FF1819'NORTH ON STATE HIGHWAY 17 FOR 4.2 MILES TO A CROSSROAD WITH SMALL FF1819'STORE IN NORTHEAST ANGLE, TURN LEFT AND GO WEST ON GRADED ROAD FF1819'FOR 0.2 MILE TO THE STATION ON THE LEFT IN HEAVY BRUSH BETWEEN FF1819'ROAD AND CULTIVATED FIELD. FF1819' FF1819'THE STATION MARK IS A STANDARD TRAINGULATION STATION DISK, FF1819'STAMPED MILLER 1954, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH FF1819'WITH THE GROUND. IT IS 92 FEET SOUTH OF THE CENTER OF A GRADED FF1819'ROAD, 72 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 20 FEET FF1819'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 3 FEET NORTH OF FF1819'A METAL WITNESS POST PROJECTING 2 FEET AND 4 FEET NORTHWEST OF A FF1819'4 X 4 INCH WHITE WOODEN WITNESS POST. FF1819' FF1819'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK STAMPED FF1819'MILLER NO 1 1954 SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING FF1819'2 INCHES IN HEAVY BRUSH. IT IS 92 FEET SOUTH OF THE CENTER OF FF1819'THE CENTER OF THE GRADED ROAD, 18 FEET NORTH OF THE NORTH EDGE FF1819'OF A CULTIVATED FIELD AND 2 FEET SOUTH OF A METAL WITNESS POST FF1819'AND SIGN PROJECTING 2 FEET. FF1819' FF1819'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED FF1819'MILLER NO 2 1954 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH FF1819'THE GROUND IN HEAVY BRUSH. IT IS 65 FEET WEST OF A POWER POLE FF1819'WITH GUY WIRE, 30 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND FF1819'1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN AND AT EDGE OF A FF1819'2 FOOT BANK. FF1819' FF1819'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 121.59 FF1819'FEET. FF1819 FF1819 STATION RECOVERY (2003) FF1819 FF1819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1819'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1287 *********************************************************************** FF1287 DESIGNATION - T 177 FF1287 PID - FF1287 FF1287 STATE/COUNTY- AR/WOODRUFF FF1287 USGS QUAD - HUNTER EAST (1993) FF1287 FF1287 *CURRENT SURVEY CONTROL FF1287 ___________________________________________________________________ FF1287* NAD 83(1986)- 35 03 10. (N) 091 07 29. (W) SCALED FF1287* NAVD 88 - 64.454 (meters) 211.46 (feet) ADJUSTED FF1287 ___________________________________________________________________ FF1287 GEOID HEIGHT- -26.96 (meters) GEOID99 FF1287 DYNAMIC HT - 64.395 (meters) 211.27 (feet) COMP FF1287 MODELED GRAV- 979,725.2 (mgal) NAVD 88 FF1287 FF1287 VERT ORDER - FIRST CLASS II FF1287 FF1287.The horizontal coordinates were scaled from a topographic map and have FF1287.an estimated accuracy of +/- 6 seconds. FF1287 FF1287.The orthometric height was determined by differential leveling FF1287.and adjusted by the National Geodetic Survey in June 1991. FF1287 FF1287.The geoid height was determined by GEOID99. FF1287 FF1287.The dynamic height is computed by dividing the NAVD 88 FF1287.geopotential number by the normal gravity value computed on the FF1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1287.degrees latitude (g = 980.6199 gals.). FF1287 FF1287.The modeled gravity was interpolated from observed gravity values. FF1287 FF1287; North East Units Estimated Accuracy FF1287;SPC AR N - 80,170. 479,850. MT (+/- 180 meters Scaled) FF1287 FF1287 SUPERSEDED SURVEY CONTROL FF1287 FF1287 NGVD 29 - 64.436 (m) 211.40 (f) ADJUSTED 1 2 FF1287 FF1287.Superseded values are not recommended for survey control. FF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1287.See file dsdata.txt to determine how the superseded data were derived. FF1287 FF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU710805(NAD 83) FF1287_MARKER: DB = BENCH MARK DISK FF1287_SETTING: 36 = BUILDING FF1287_STAMPING: T 177 1956 FF1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF1287 FF1287 HISTORY - Date Condition Report By FF1287 HISTORY - 1956 MONUMENTED CGS FF1287 HISTORY - 20030529 POOR USACE FF1287 FF1287 STATION DESCRIPTION FF1287 FF1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1287'AT HUNTER. FF1287'AT HUNTER, ABOUT 0.15 MILE NORTHEAST OF THE ST. LOUIS FF1287'SOUTHWESTERN RAILWAY STATION, AT THE SECOND CROSSING NORTHEAST FF1287'OF THE STATION, SET VERTICALLY IN THE WEST FACE OF JAYNES GROCERY FF1287'STORE BUILDING (FORMERLY BANK OF HUNTER), 150 FEET EAST OF EAST FF1287'RAIL OF MAIN TRACK, 55 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD FF1287'EAST, 1 1/4 FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND ABOUT FF1287'2 1/2 FEET ABOVE LEVEL OF SIDE WALK. FF1287 FF1287 STATION RECOVERY (2003) FF1287 FF1287'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1287'DISK MISSING. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1276 *********************************************************************** FF1276 DESIGNATION - TRAV STA 62 FF1276 PID - FF1276 FF1276 STATE/COUNTY- AR/WOODRUFF FF1276 USGS QUAD - HUNTER EAST (1993) FF1276 FF1276 *CURRENT SURVEY CONTROL FF1276 ___________________________________________________________________ FF1276* NAD 83(1986)- 35 07 21. (N) 091 05 17. (W) SCALED FF1276* NAVD 88 - 64.605 (meters) 211.96 (feet) ADJUSTED FF1276 ___________________________________________________________________ FF1276 GEOID HEIGHT- -27.05 (meters) GEOID99 FF1276 DYNAMIC HT - 64.546 (meters) 211.76 (feet) COMP FF1276 MODELED GRAV- 979,729.4 (mgal) NAVD 88 FF1276 FF1276 VERT ORDER - FIRST CLASS II FF1276 FF1276.The horizontal coordinates were scaled from a topographic map and have FF1276.an estimated accuracy of +/- 6 seconds. FF1276 FF1276.The orthometric height was determined by differential leveling FF1276.and adjusted by the National Geodetic Survey in June 1991. FF1276 FF1276.The geoid height was determined by GEOID99. FF1276 FF1276.The dynamic height is computed by dividing the NAVD 88 FF1276.geopotential number by the normal gravity value computed on the FF1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1276.degrees latitude (g = 980.6199 gals.). FF1276 FF1276.The modeled gravity was interpolated from observed gravity values. FF1276 FF1276; North East Units Estimated Accuracy FF1276;SPC AR N - 87,940. 483,120. MT (+/- 180 meters Scaled) FF1276 FF1276 SUPERSEDED SURVEY CONTROL FF1276 FF1276 NGVD 29 - 64.581 (m) 211.88 (f) ADJUSTED 1 2 FF1276 FF1276.Superseded values are not recommended for survey control. FF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1276.See file dsdata.txt to determine how the superseded data were derived. FF1276 FF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU742883(NAD 83) FF1276_MARKER: DD = SURVEY DISK FF1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1276_STAMPING: TRAV STA 62 FF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1276+STABILITY: SURFACE MOTION FF1276 FF1276 HISTORY - Date Condition Report By FF1276 HISTORY - UNK MONUMENTED DOD FF1276 HISTORY - 1956 GOOD CGS FF1276 HISTORY - 20030529 MARK NOT FOUND USACE FF1276 FF1276 STATION DESCRIPTION FF1276 FF1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1276'AT HILLEMANN. FF1276'AT HILLEMANN, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT FF1276'0.4 MILE NORTHEAST OF MILE POLE 182, 11 FEET SOUTHEAST OF FF1276'SOUTHEAST RAIL, 324 FEET SOUTHWEST OF CENTER OF A ROAD CROSSING, FF1276'84 1/2 FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF STATION, 159 1/2 FF1276'FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF A TWO STORY FRAME FF1276'HOUSE, 45 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 181/18, FF1276'5 3/4 FEET SOUTH-SOUTHEAST OF MAIL CRANE, ABOUT 1 FOOT BELOW FF1276'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 FF1276'INCHES UNDERGROUND. FF1276 FF1276 STATION RECOVERY (2003) FF1276 FF1276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1276'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1286 *********************************************************************** FF1286 DESIGNATION - U 177 RESET FF1286 PID - FF1286 FF1286 STATE/COUNTY- AR/WOODRUFF FF1286 USGS QUAD - HUNTER EAST (1993) FF1286 FF1286 *CURRENT SURVEY CONTROL FF1286 ___________________________________________________________________ FF1286* NAD 83(1986)- 35 03 37. (N) 091 07 17. (W) SCALED FF1286* NAVD 88 - 64.36 (+/-2cm) 211.2 (feet) VERTCON FF1286 ___________________________________________________________________ FF1286 GEOID HEIGHT- -26.97 (meters) GEOID99 FF1286 FF1286 VERT ORDER - ? (See Below) FF1286 FF1286.The horizontal coordinates were scaled from a topographic map and have FF1286.an estimated accuracy of +/- 6 seconds. FF1286 FF1286.The NAVD 88 height was computed by applying the VERTCON shift value to FF1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1286.The vertical order pertains to the superseded datum. FF1286 FF1286.The geoid height was determined by GEOID99. FF1286 FF1286; North East Units Estimated Accuracy FF1286;SPC AR N - 81,010. 480,150. MT (+/- 180 meters Scaled) FF1286 FF1286 SUPERSEDED SURVEY CONTROL FF1286 FF1286 NGVD 29 - 64.344 (m) 211.10 (f) ADJUSTED ? FF1286 FF1286.Superseded values are not recommended for survey control. FF1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1286.See file dsdata.txt to determine how the superseded data were derived. FF1286 FF1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU713813(NAD 83) FF1286_MARKER: DB = BENCH MARK DISK FF1286_SETTING: 30 = CULVERT FF1286_STAMPING: U 177 RESET 1971 FF1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1286+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003 FF1286 FF1286 HISTORY - Date Condition Report By FF1286 HISTORY - 1971 MONUMENTED ARHD FF1286 HISTORY - 20030529 GOOD USACE FF1286 FF1286 STATION DESCRIPTION FF1286 FF1286'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1971 FF1286'0.6 MI NE FROM HUNTER. FF1286'0.6 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF1286'THE STATION AT HUNTER, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE FF1286'186, IN THE TOP OF THE NORTHWEST END OF NORTHEAST HEADWALL OF A FF1286'4 FT X 3 FT CONCRETE BOX CULVERT UNDER THE TRACK, 47 3/4 FEET FF1286'NORTHEAST OF INTERSECTION OF CENTER LINE STATE HIGHWAY 306 AND FF1286'MAIN LINE OF ST. LOUIS SOUTHWESTERN RAILROAD, 20 FEET EAST OF FF1286'EAST RAIL OF MAIN LINE, 44 1/4 FEET SOUTHWEST OF WESTERN UNION FF1286'TELEGRAPH POLE NUMBER E 36, 29 1/2 FEET NORTH OF CENTER LINE OF FF1286'STATE HIGHWAY 306, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF MAIN FF1286'TRACK. FF1286 FF1286 STATION RECOVERY (2003) FF1286 FF1286'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1286'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1283 *********************************************************************** FF1283 DESIGNATION - V 177 FF1283 PID - FF1283 FF1283 STATE/COUNTY- AR/WOODRUFF FF1283 USGS QUAD - HUNTER EAST (1993) FF1283 FF1283 *CURRENT SURVEY CONTROL FF1283 ___________________________________________________________________ FF1283* NAD 83(1986)- 35 04 29. (N) 091 06 48. (W) SCALED FF1283* NAVD 88 - 63.754 (meters) 209.17 (feet) ADJUSTED FF1283 ___________________________________________________________________ FF1283 GEOID HEIGHT- -26.99 (meters) GEOID99 FF1283 DYNAMIC HT - 63.696 (meters) 208.98 (feet) COMP FF1283 MODELED GRAV- 979,726.4 (mgal) NAVD 88 FF1283 FF1283 VERT ORDER - FIRST CLASS II FF1283 FF1283.The horizontal coordinates were scaled from a topographic map and have FF1283.an estimated accuracy of +/- 6 seconds. FF1283 FF1283.The orthometric height was determined by differential leveling FF1283.and adjusted by the National Geodetic Survey in June 1991. FF1283 FF1283.The geoid height was determined by GEOID99. FF1283 FF1283.The dynamic height is computed by dividing the NAVD 88 FF1283.geopotential number by the normal gravity value computed on the FF1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1283.degrees latitude (g = 980.6199 gals.). FF1283 FF1283.The modeled gravity was interpolated from observed gravity values. FF1283 FF1283; North East Units Estimated Accuracy FF1283;SPC AR N - 82,620. 480,870. MT (+/- 180 meters Scaled) FF1283 FF1283 SUPERSEDED SURVEY CONTROL FF1283 FF1283 NGVD 29 - 63.735 (m) 209.10 (f) ADJUSTED 1 2 FF1283 FF1283.Superseded values are not recommended for survey control. FF1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1283.See file dsdata.txt to determine how the superseded data were derived. FF1283 FF1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU720829(NAD 83) FF1283_MARKER: DB = BENCH MARK DISK FF1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1283_STAMPING: V 177 1956 FF1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1283+STABILITY: SURFACE MOTION FF1283 FF1283 HISTORY - Date Condition Report By FF1283 HISTORY - 1956 MONUMENTED CGS FF1283 HISTORY - 1970 GOOD USGS FF1283 HISTORY - 20030529 MARK NOT FOUND USACE FF1283 FF1283 STATION DESCRIPTION FF1283 FF1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1283'1.7 MI NE FROM HUNTER. FF1283'1.7 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF1283'FROM THE STATION AT HUNTER, ABOUT 0.2 MILE SOUTHWEST OF MILE POLE FF1283'185, AT AN EAST-WEST ROAD CROSSING, 45 FEET SOUTHEAST OF FF1283'SOUTHEAST RAIL, 80 FEET NORTHEAST OF CENTER OF CROSSING, 42 FF1283'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 18 FEET NORTHWEST FF1283'OF CENTER LINE OF A ROAD PARALLELING THE TRACK, 24 FEET EAST OF FF1283'TELEPHONE POLE NO. 185/6, 2 FEET NORTHWEST OF A FENCE LINE, 2 FF1283'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW FF1283'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING FF1283'4 INCHES. NOTE-- MARK HAD BEEN HIT AND DISTURBED. FF1283 FF1283 STATION RECOVERY (1970) FF1283 FF1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 FF1283'RECOVERED IN GOOD CONDITION. FF1283 FF1283 STATION RECOVERY (2003) FF1283 FF1283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1283'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1279 *********************************************************************** FF1279 DESIGNATION - X 177 FF1279 PID - FF1279 FF1279 STATE/COUNTY- AR/WOODRUFF FF1279 USGS QUAD - HUNTER EAST (1993) FF1279 FF1279 *CURRENT SURVEY CONTROL FF1279 ___________________________________________________________________ FF1279* NAD 83(1986)- 35 06 08. (N) 091 05 55. (W) SCALED FF1279* NAVD 88 - 62.955 (meters) 206.54 (feet) ADJUSTED FF1279 ___________________________________________________________________ FF1279 GEOID HEIGHT- -27.02 (meters) GEOID99 FF1279 DYNAMIC HT - 62.898 (meters) 206.36 (feet) COMP FF1279 MODELED GRAV- 979,728.1 (mgal) NAVD 88 FF1279 FF1279 VERT ORDER - FIRST CLASS II FF1279 FF1279.The horizontal coordinates were scaled from a topographic map and have FF1279.an estimated accuracy of +/- 6 seconds. FF1279 FF1279.The orthometric height was determined by differential leveling FF1279.and adjusted by the National Geodetic Survey in June 1991. FF1279 FF1279.The geoid height was determined by GEOID99. FF1279 FF1279.The dynamic height is computed by dividing the NAVD 88 FF1279.geopotential number by the normal gravity value computed on the FF1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1279.degrees latitude (g = 980.6199 gals.). FF1279 FF1279.The modeled gravity was interpolated from observed gravity values. FF1279 FF1279; North East Units Estimated Accuracy FF1279;SPC AR N - 85,680. 482,180. MT (+/- 180 meters Scaled) FF1279 FF1279 SUPERSEDED SURVEY CONTROL FF1279 FF1279 NGVD 29 - 62.933 (m) 206.47 (f) ADJUSTED 1 2 FF1279 FF1279.Superseded values are not recommended for survey control. FF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1279.See file dsdata.txt to determine how the superseded data were derived. FF1279 FF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU733860(NAD 83) FF1279_MARKER: DB = BENCH MARK DISK FF1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1279_STAMPING: X 177 1956 FF1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1279+STABILITY: SURFACE MOTION FF1279 FF1279 HISTORY - Date Condition Report By FF1279 HISTORY - 1956 MONUMENTED CGS FF1279 HISTORY - 20030529 MARK NOT FOUND USACE FF1279 FF1279 STATION DESCRIPTION FF1279 FF1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1279'1.6 MI SW FROM HILLEMANN. FF1279'1.55 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FF1279'FROM THE STATION AT HILLEMANN, ABOUT 3.75 MILES NORTHEAST OF FF1279'THE STATION AT HUNTER, ABOUT 0.15 MILE SOUTHWEST OF MILE POLE FF1279'183, ABOUT 0.3 MILE SOUTHWEST OF TRESTLE NO. 182.83, 46 1/2 FEET FF1279'SOUTHEAST OF SOUTHEAST RAIL, 102 1/2 FEET NORTH-NORTHEAST OF FF1279'SOUTHEAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER RAILROAD FF1279'TRACK, 83 FEET SOUTH OF TELEPHONE POLE NO. 183/04, 19 FEET FF1279'NORTHWEST OF CENTER LINE OF A DIM ROAD PARALLEL TO TRACK, 19 FF1279'FEET SOUTH-SOUTHWEST OF A 12-INCH OAK TREE, 2 FEET SOUTHWEST FF1279'OF A WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL FF1279'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 FF1279'INCHES. FF1279 FF1279 STATION RECOVERY (2003) FF1279 FF1279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1279'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FF1275 *********************************************************************** FF1275 DESIGNATION - Z 177 FF1275 PID - FF1275 FF1275 STATE/COUNTY- AR/WOODRUFF FF1275 USGS QUAD - FAIR OAKS (1971) FF1275 FF1275 *CURRENT SURVEY CONTROL FF1275 ___________________________________________________________________ FF1275* NAD 83(1986)- 35 08 00. (N) 091 04 58. (W) SCALED FF1275* NAVD 88 - 63.778 (meters) 209.25 (feet) ADJUSTED FF1275 ___________________________________________________________________ FF1275 GEOID HEIGHT- -27.06 (meters) GEOID99 FF1275 DYNAMIC HT - 63.721 (meters) 209.06 (feet) COMP FF1275 MODELED GRAV- 979,730.0 (mgal) NAVD 88 FF1275 FF1275 VERT ORDER - FIRST CLASS II FF1275 FF1275.The horizontal coordinates were scaled from a topographic map and have FF1275.an estimated accuracy of +/- 6 seconds. FF1275 FF1275.The orthometric height was determined by differential leveling FF1275.and adjusted by the National Geodetic Survey in June 1991. FF1275 FF1275.The geoid height was determined by GEOID99. FF1275 FF1275.The dynamic height is computed by dividing the NAVD 88 FF1275.geopotential number by the normal gravity value computed on the FF1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1275.degrees latitude (g = 980.6199 gals.). FF1275 FF1275.The modeled gravity was interpolated from observed gravity values. FF1275 FF1275; North East Units Estimated Accuracy FF1275;SPC AR N - 89,140. 483,590. MT (+/- 180 meters Scaled) FF1275 FF1275 SUPERSEDED SURVEY CONTROL FF1275 FF1275 NGVD 29 - 63.754 (m) 209.17 (f) ADJUSTED 1 2 FF1275 FF1275.Superseded values are not recommended for survey control. FF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1275.See file dsdata.txt to determine how the superseded data were derived. FF1275 FF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU746895(NAD 83) FF1275_MARKER: DB = BENCH MARK DISK FF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1275_STAMPING: Z 177 1956 FF1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1275+STABILITY: SURFACE MOTION FF1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1275+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003 FF1275 FF1275 HISTORY - Date Condition Report By FF1275 HISTORY - 1956 MONUMENTED CGS FF1275 HISTORY - 20030529 GOOD USACE FF1275 FF1275 STATION DESCRIPTION FF1275 FF1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FF1275'0.8 MI NE FROM HILLEMANN. FF1275'0.8 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM FF1275'THE STATION AT HILLEMANN, ABOUT 0.2 MILE NORTHEAST OF MILE FF1275'POLE 181, AT A DIRT ROAD CROSSING, 48 FEET NORTHWEST OF NORTHWEST FF1275'RAIL, 57 FEET NORTHWEST OF CENTER OF CROSSING, 43 FEET NORTH OF FF1275'CENTER LINE OF ROAD, 19 FEET NORTH-NORTHWEST OF NORTH END OF FF1275'A 20-INCH PIPE CULVERT UNDER ROAD, 15 FEET NORTHEAST OF A POWER FF1275'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET FF1275'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FF1275'PROJECTING 4 INCHES. FF1275 FF1275 STATION RECOVERY (2003) FF1275 FF1275'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) FF1275'MASK HAS BEEN HIT, CONCRETE CHIPPED, BUT STABLE.