1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2208 *********************************************************************** FF2208 DESIGNATION - N 315 FF2208 PID - FF2208 FF2208 STATE/COUNTY- AR/LAWRENCE FF2208 USGS QUAD - PODO CREEK (1980) FF2208 FF2208 *CURRENT SURVEY CONTROL FF2208 ___________________________________________________________________ FF2208* NAD 83(1986)- 35 59 28. (N) 090 52 48. (W) SCALED FF2208* NAVD 88 - 80.908 (meters) 265.45 (feet) ADJUSTED FF2208 ___________________________________________________________________ FF2208 GEOID HEIGHT- -27.87 (meters) GEOID99 FF2208 DYNAMIC HT - 80.841 (meters) 265.23 (feet) COMP FF2208 MODELED GRAV- 979,804.9 (mgal) NAVD 88 FF2208 FF2208 VERT ORDER - FIRST CLASS II FF2208 FF2208.The horizontal coordinates were scaled from a topographic map and have FF2208.an estimated accuracy of +/- 6 seconds. FF2208 FF2208.The orthometric height was determined by differential leveling FF2208.and adjusted by the National Geodetic Survey in January 1995. FF2208 FF2208.The geoid height was determined by GEOID99. FF2208 FF2208.The dynamic height is computed by dividing the NAVD 88 FF2208.geopotential number by the normal gravity value computed on the FF2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2208.degrees latitude (g = 980.6199 gals.). FF2208 FF2208.The modeled gravity was interpolated from observed gravity values. FF2208 FF2208; North East Units Estimated Accuracy FF2208;SPC AR N - 184,490. 500,990. MT (+/- 180 meters Scaled) FF2208 FF2208 SUPERSEDED SURVEY CONTROL FF2208 FF2208 NGVD 29 - 80.825 (m) 265.17 (f) ADJUSTED 1 2 FF2208 FF2208.Superseded values are not recommended for survey control. FF2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2208.See file dsdata.txt to determine how the superseded data were derived. FF2208 FF2208_MARKER: I = METAL ROD FF2208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2208_STAMPING: N 315 1990 FF2208_MARK LOGO: NGS FF2208_PROJECTION: FLUSH FF2208_MAGNETIC: I = MARKER IS A STEEL ROD FF2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FF2208+STABILITY: POSITION/ELEVATION WELL FF2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2208+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF2208_ROD/PIPE-DEPTH: 35.3 meters FF2208 FF2208 HISTORY - Date Condition Report By FF2208 HISTORY - 1990 MONUMENTED NGS FF2208 HISTORY - 20020827 GOOD USACE FF2208 FF2208 STATION DESCRIPTION FF2208 FF2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2208'2.0 KM (1.25 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2208'IN SEDGWICK, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, FF2208'13.9 M (45.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.8 M FF2208'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN FF2208'RAILROAD, 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE, 0.3 BELOW THE FF2208'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST. FF2208'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. FF2208 FF2208 STATION RECOVERY (2002) FF2208 FF2208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2208'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF2128 *********************************************************************** FF2128 DESIGNATION - SEDGWICK SE BASE 3 FF2128 PID - FF2128 FF2128 STATE/COUNTY- AR/LAWRENCE FF2128 USGS QUAD - BONO (1980) FF2128 FF2128 *CURRENT SURVEY CONTROL FF2128 ___________________________________________________________________ FF2128* NAD 83(1997)- 35 58 38.71109(N) 090 51 41.39490(W) ADJUSTED FF2128* NAVD 88 - 79.969 (meters) 262.37 (feet) ADJUSTED FF2128 ___________________________________________________________________ FF2128 LAPLACE CORR- 0.04 (seconds) DEFLEC99 FF2128 GEOID HEIGHT- -27.85 (meters) GEOID99 FF2128 DYNAMIC HT - 79.902 (meters) 262.15 (feet) COMP FF2128 MODELED GRAV- 979,803.8 (mgal) NAVD 88 FF2128 FF2128 HORZ ORDER - SECOND FF2128 VERT ORDER - FIRST CLASS II FF2128 FF2128.The horizontal coordinates were established by classical geodetic methods FF2128.and adjusted by the National Geodetic Survey in September 1999. FF2128 FF2128.The orthometric height was determined by differential leveling FF2128.and adjusted by the National Geodetic Survey in January 1995. FF2128 FF2128.The Laplace correction was computed from DEFLEC99 derived deflections. FF2128 FF2128.The geoid height was determined by GEOID99. FF2128 FF2128.The dynamic height is computed by dividing the NAVD 88 FF2128.geopotential number by the normal gravity value computed on the FF2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2128.degrees latitude (g = 980.6199 gals.). FF2128 FF2128.The modeled gravity was interpolated from observed gravity values. FF2128 FF2128; North East Units Scale Converg. FF2128;SPC AR N - 182,993.807 502,674.286 MT 0.99995942 +0 39 45.0 FF2128;UTM 15 - 3,983,558.344 692,806.967 MT 1.00005808 +1 15 24.1 FF2128 FF2128: Primary Azimuth Mark Grid Az FF2128:SPC AR N - Y 2 316 12 11.0 FF2128:UTM 15 - Y 2 315 36 31.9 FF2128 FF2128|---------------------------------------------------------------------| FF2128| PID Reference Object Distance Geod. Az | FF2128| dddmmss.s | FF2128| CI5499 SEDGWICK SE BASE RM 1 76.764 METERS 02242 | FF2128| FF2127 SEDGWICK SE BASE 2 29.595 METERS 06956 | FF2128| CI5500 SEDGWICK SE BASE 2 RM 3 12.390 METERS 14113 | FF2128| FF0720 Y 2 443.500 METERS 3165156.0 | FF2128|---------------------------------------------------------------------| FF2128 FF2128 SUPERSEDED SURVEY CONTROL FF2128 FF2128 NAD 83(1997)- 35 58 38.72151(N) 090 51 41.39482(W) AD( ) 2 FF2128 NAD 83(1986)- 35 58 38.72184(N) 090 51 41.39458(W) AD( ) 2 FF2128 NAD 27 - 35 58 38.46330(N) 090 51 40.97230(W) AD( ) 2 FF2128 NGVD 29 - 79.886 (m) 262.09 (f) ADJUSTED 1 2 FF2128 FF2128.Superseded values are not recommended for survey control. FF2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2128.See file dsdata.txt to determine how the superseded data were derived. FF2128 FF2128_MARKER: DS = TRIANGULATION STATION DISK FF2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF2128_STAMPING: SEDGWICK SE BASE 3 1958 FF2128_MARK LOGO: CGS FF2128_MAGNETIC: N = NO MAGNETIC MATERIAL FF2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF2128+STABILITY: SURFACE MOTION FF2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF2128+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF2128 FF2128 HISTORY - Date Condition Report By FF2128 HISTORY - 1958 MONUMENTED CGS FF2128 HISTORY - 1958 GOOD CGS FF2128 HISTORY - 19920323 GOOD NGS FF2128 HISTORY - 20020827 GOOD USACE FF2128 FF2128 STATION DESCRIPTION FF2128 FF2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR) FF2128'STATION IS LOCATED IN THE SMALL TOWN OF SEDGWICK NEAR THE FF2128'SOUTHEAST END OF THE MAIN BUSINESS STREET ABOUT 100 YARDS FF2128'SOUTH OF THE RAILROAD STATION, 90 FEET SOUTHWEST OF THE CENTER FF2128'OF NEW U.S. HIGHWAY 63, 51 FEET EAST OF THE EAST CORNER OF FF2128'CARPORT OF HOUSE BELONGING TO J.S. FIELDER ON WHOSE PROPERTY FF2128'THE STATION IS LOCATED, 30 FEET SOUTHEAST OF THE SOUTHEAST EDGE FF2128'OF DRIVEWAY TO HIS HOUSE, AND 2 FEET SOUTHWEST OF THE SOUTHWEST FF2128'EDGE OF SIDEWALK. THE MARK IS FLUSH WITH THE SURFACE OF THE FF2128'GROUND AND THE DISK IS STAMPED SEDGWICK SE BASE 3 1958. FF2128' FF2128'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 55 FF2128'FEET EAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION, FF2128'35 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE FRISCO RAILROAD FF2128'TRACKS, AND 1 FOOT SOUTHEAST OF A TELEGRAPH POLE. THE MARK FF2128'PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDGWICK SE BASE FF2128'NO 1 1953. FF2128' FF2128'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, 90 FEET FF2128'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 63, 14 FEET NORTHWEST FF2128'OF THE CENTER OF DRIVEWAY, AND 3 FEET WEST OF A TELEPHONE FF2128'POLE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FF2128'SEDGWICK SE BASE 2 NO 3 1954. FF2128' FF2128'BENCH MARK Y 2 1928 WAS USED AS THE AZIMUTH MARK AND IS 47 FEET FF2128'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 63, 26 FEET SOUTHWEST FF2128'OF THE SOUTHWEST RAIL OF FRISCO RAILROAD TRACKS, AND 1 FOOT FF2128'EAST OF A WHITE WITNESS POST. IT IS A STANDARD U.S. COAST FF2128'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 10 X FF2128'10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES. THE DISK IS FF2128'STAMPED Y 2 1928. FF2128' FF2128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. FF2128 FF2128 STATION RECOVERY (1958) FF2128 FF2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 FF2128'RECOVERED IN GOOD CONDITION. FF2128 FF2128 STATION RECOVERY (1992) FF2128 FF2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF2128'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE FF2128'IN SEDGWICK, 28.3 M (92.8 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY FF2128'CENTERLINE, 22.2 M (72.8 FT) NORTHWEST OF THE NORTH CORNER OF JANET FF2128'AND TISHS GROCERY STORE, 15.7 M (51.5 FT) EAST-NORTHEAST OF THE EAST FF2128'CORNER OF A HOUSE, 7.1 M (23.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF FF2128'A SIDEWALK, 0.8 M (2.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A FF2128'SIDEWALK, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE FF2128'GROUND SURFACE. FF2128 FF2128 STATION RECOVERY (2002) FF2128 FF2128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2128'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FF0721 *********************************************************************** FF0721 DESIGNATION - Z 2 FF0721 PID - FF0721 FF0721 STATE/COUNTY- AR/LAWRENCE FF0721 USGS QUAD - BONO (1980) FF0721 FF0721 *CURRENT SURVEY CONTROL FF0721 ___________________________________________________________________ FF0721* NAD 83(1997)- 35 58 39.17459(N) 090 51 37.68715(W) ADJUSTED FF0721* NAVD 88 - 79.957 (meters) 262.33 (feet) ADJUSTED FF0721 ___________________________________________________________________ FF0721 LAPLACE CORR- 0.03 (seconds) DEFLEC99 FF0721 GEOID HEIGHT- -27.85 (meters) GEOID99 FF0721 DYNAMIC HT - 79.891 (meters) 262.11 (feet) COMP FF0721 MODELED GRAV- 979,803.8 (mgal) NAVD 88 FF0721 FF0721 HORZ ORDER - SECOND FF0721 VERT ORDER - FIRST CLASS II FF0721 FF0721.The horizontal coordinates were established by classical geodetic methods FF0721.and adjusted by the National Geodetic Survey in September 1999. FF0721.No horizontal observational check was made to the station. FF0721 FF0721.The orthometric height was determined by differential leveling FF0721.and adjusted by the National Geodetic Survey in January 1995. FF0721 FF0721.The Laplace correction was computed from DEFLEC99 derived deflections. FF0721 FF0721.The geoid height was determined by GEOID99. FF0721 FF0721.The dynamic height is computed by dividing the NAVD 88 FF0721.geopotential number by the normal gravity value computed on the FF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0721.degrees latitude (g = 980.6199 gals.). FF0721 FF0721.The modeled gravity was interpolated from observed gravity values. FF0721 FF0721; North East Units Scale Converg. FF0721;SPC AR N - 183,009.166 502,767.000 MT 0.99995943 +0 39 47.1 FF0721;UTM 15 - 3,983,574.665 692,899.525 MT 1.00005852 +1 15 26.3 FF0721 FF0721 SUPERSEDED SURVEY CONTROL FF0721 FF0721 NAD 83(1997)- 35 58 39.18501(N) 090 51 37.68707(W) AD( ) 2 FF0721 NAD 83(1986)- 35 58 39.18530(N) 090 51 37.68694(W) AD( ) 2 FF0721 NAD 27 - 35 58 38.92670(N) 090 51 37.26480(W) AD( ) 2 FF0721 NGVD 29 - 79.875 (m) 262.06 (f) ADJUSTED 1 2 FF0721 FF0721.Superseded values are not recommended for survey control. FF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0721.See file dsdata.txt to determine how the superseded data were derived. FF0721 FF0721_MARKER: DB = BENCH MARK DISK FF0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0721_STAMPING: Z 2 1928 262.116 FF0721_MARK LOGO: CGS FF0721_MAGNETIC: N = NO MAGNETIC MATERIAL FF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0721+STABILITY: SURFACE MOTION FF0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0721+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002 FF0721 FF0721 HISTORY - Date Condition Report By FF0721 HISTORY - 1953 MONUMENTED CGS FF0721 HISTORY - 1958 GOOD CGS FF0721 HISTORY - 19920323 GOOD NGS FF0721 HISTORY - 20020827 GOOD USACE FF0721 FF0721 STATION DESCRIPTION FF0721 FF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 FF0721'SEE STATION SEDGWICK SE BASE 2 FF0721 FF0721 STATION RECOVERY (1958) FF0721 FF0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 FF0721'0.1 MI SE FROM SEDGWICK. FF0721'0.1 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM FF0721'THE STATION AT SEDGWICK, LAWRENCE COUNTY, 92 FEET NORTHWEST OF A FF0721'SWITCH STAND, 55 FEET SOUHEAST OF A DERAIL SIGN, JUST WEST OF FF0721'POLE 406/6 AND 31 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN FF0721'TRACK. A STANDARD DISK, STAMPED 262.116 Z 2 1928 AND SET IN THE TOP FF0721'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. FF0721 FF0721 STATION RECOVERY (1992) FF0721 FF0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FF0721'IN SEDGWICK, AT THE SOUTH INTERSECTION OF STATE HIGHWAY 228 AND U.S. FF0721'HIGHWAY 63, 85.1 NORTHWEST OF THE STATE HIGHWAY CENTERLINE, 43.4 M FF0721'(142.4 FT) NORTHEAST OF THE U.S. HIGHWAY CENTERLINE, 27.8 M FF0721'(91.2 FT) NORTHWEST OF A SWITCH STAND, 12.6 M (41.3 FT) SOUTHEAST OF FF0721'UTILITY POLE NUMBER 1662 511 1, 10.3 M (33.8 FT) WEST OF THE WEST FF0721'CORNER OF THE B AND R MACHINE SHOP, 8.7 M (28.5 FT) NORTHEAST OF THE FF0721'NEAR RAIL OF THE MAIN TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND FF0721'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK. FF0721 FF0721 STATION RECOVERY (2002) FF0721 FF0721'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0721'RECOVERED IN GOOD CONDITION.