1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7948 *********************************************************************** DF7948 DESIGNATION - GR 35309030 DF7948 PID - DF7948 DF7948 STATE/COUNTY- AR/POINSETT DF7948 USGS QUAD - JOYLAND (1992) DF7948 DF7948 *CURRENT SURVEY CONTROL DF7948 ___________________________________________________________________ DF7948* NAD 83(1997)- 35 29 31.17680(N) 090 29 59.42792(W) ADJUSTED DF7948* NAVD 88 - DF7948 ___________________________________________________________________ DF7948 X - -45,354.492 (meters) COMP DF7948 Y - -5,198,762.377 (meters) COMP DF7948 Z - 3,682,468.436 (meters) COMP DF7948 LAPLACE CORR- -0.55 (seconds) DEFLEC99 DF7948 ELLIP HEIGHT- 40.79 (meters) (09/08/03) GPS OBS DF7948 GEOID HEIGHT- -27.55 (meters) GEOID99 DF7948 DF7948 HORZ ORDER - B DF7948 ELLP ORDER - FOURTH CLASS I DF7948 DF7948.The horizontal coordinates were established by GPS observations DF7948.and adjusted by the EMC INCORPORATED in September 2003. DF7948 DF7948 DF7948.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7948 DF7948.The Laplace correction was computed from DEFLEC99 derived deflections. DF7948 DF7948.The ellipsoidal height was determined by GPS observations DF7948.and is referenced to NAD 83. DF7948 DF7948.The geoid height was determined by GEOID99. DF7948 DF7948; North East Units Scale Converg. DF7948;SPC AR N - 129,580.159 536,108.199 MT 0.99993722 +0 52 22.6 DF7948;UTM 15 - 3,930,479.427 726,793.309 MT 1.00023389 +1 27 07.9 DF7948 DF7948 SUPERSEDED SURVEY CONTROL DF7948 DF7948.No superseded survey control is available for this station. DF7948 DF7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2679330479(NAD 83) DF7948_MARKER: A = ALUMINUM MARKER DF7948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DF7948_STAMPING: GR 35309030 2002 DF7948_MARK LOGO: USACE DF7948_PROJECTION: FLUSH DF7948_MAGNETIC: N = NO MAGNETIC MATERIAL DF7948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF7948+STABILITY: POSITION/ELEVATION WELL DF7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7948+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002 DF7948_ROD/PIPE-DEPTH: 19.4 meters DF7948_SLEEVE-DEPTH : 0.9 meters DF7948 DF7948 HISTORY - Date Condition Report By DF7948 HISTORY - 20020401 MONUMENTED USACE DF7948 DF7948 STATION DESCRIPTION DF7948 DF7948'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG) DF7948'MARK IS LOCATED 6.0 MILES (9.7 KILOMETERS) SOUTHWEST OF MARKED TREE, DF7948'ARKANSAS. TO REACH DF7948'MARK FROM THE OVERPASS OF U.S. HIGHWAY 63 AND ARKANSAS STATE HIGHWAY DF7948'75 IN MARKED DF7948'TREE, ARKANSAS, PROCEED SOUTH AND WEST ALONG ARKANSAS STATE HIGHWAY 75 DF7948'FOR 3.1 MILES DF7948'(5.0 KILOMETERS) TO ITS JUNCTION WITH NORTH ROAD ON THE RIGHT. TURN DF7948'RIGHT AND PROCEED DF7948'WEST ALONG NORTH ROAD FOR 1.6 MILES (2.6 KILOMETERS) TO ITS JUNCTION DF7948'WITH SHANNEIL LANE DF7948'ON THE LEFT. TURN LEFT AND PROCEED SOUTHWEST AND WEST ALONG SHANNEIL DF7948'LANE FOR 1.3 DF7948'MILES (2.1 KILOMETERS) TO ITS Y-INTERSECTION WITH RAMPS LEADING TO THE DF7948'TOP OF THE ST. DF7948'FRANCIS RIVER LEVEE. BEAR TO THE LEFT AND PROCEED TO THE TOP OF THE DF7948'LEVEE AND THE MARK DF7948'ON THE RIGHT. MARK IS LOCATED 18.7 FEET (5.7 METERS) NORTHWEST OF THE DF7948'CENTERLINE OF THE DF7948'GRAVEL ROAD ATOP LEVEE 39.6 FEET (12.1 METERS) NORTHWEST OF A POWER DF7948'POLE, 61.0 FEET (18.6 DF7948'METERS) SOUTHWEST OF THE JUNCTION OF THE CENTERLINE OF THE ON RAMP TO DF7948'THE LEVEE AND DF7948'THE LEVEE ROAD AND 2.0 FEET (0.6 METERS) SOUTHEAST OF A CARSONITE DF7948'WITNESS POST. A DF7948'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC DF7948'UNDER AN ACCESS DF7948'COVER STAMPED GR 35309030 2002. MARK IS RECESSED 5 CENTIMETERS BELOW DF7948'ACCESS COVER. DF7948'SECTION 18, TOWNSHIP 10 NORTH, RANGE 6 EAST. DF7948' DF7948' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7971 *********************************************************************** DF7971 DESIGNATION - GR 35309100 DF7971 PID - DF7971 DF7971 STATE/COUNTY- AR/POINSETT DF7971 USGS QUAD - BEEDEVILLE (1980) DF7971 DF7971 *CURRENT SURVEY CONTROL DF7971 ___________________________________________________________________ DF7971* NAD 83(1997)- 35 29 37.71863(N) 091 00 40.75141(W) ADJUSTED DF7971* NAVD 88 - DF7971 ___________________________________________________________________ DF7971 X - -91,759.290 (meters) COMP DF7971 Y - -5,198,033.162 (meters) COMP DF7971 Z - 3,682,632.479 (meters) COMP DF7971 LAPLACE CORR- -0.12 (seconds) DEFLEC99 DF7971 ELLIP HEIGHT- 40.60 (meters) (09/08/03) GPS OBS DF7971 GEOID HEIGHT- -27.41 (meters) GEOID99 DF7971 DF7971 HORZ ORDER - B DF7971 ELLP ORDER - FOURTH CLASS I DF7971 DF7971.The horizontal coordinates were established by GPS observations DF7971.and adjusted by the EMC INCORPORATED in September 2003. DF7971 DF7971 DF7971.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7971 DF7971.The Laplace correction was computed from DEFLEC99 derived deflections. DF7971 DF7971.The ellipsoidal height was determined by GPS observations DF7971.and is referenced to NAD 83. DF7971 DF7971.The geoid height was determined by GEOID99. DF7971 DF7971; North East Units Scale Converg. DF7971;SPC AR N - 129,195.247 489,702.087 MT 0.99993717 +0 34 31.1 DF7971;UTM 15 - 3,929,625.076 680,385.304 MT 1.00000100 +1 09 17.9 DF7971 DF7971 SUPERSEDED SURVEY CONTROL DF7971 DF7971.No superseded survey control is available for this station. DF7971 DF7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8038529625(NAD 83) DF7971_MARKER: F = FLANGE-ENCASED ROD DF7971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DF7971_STAMPING: GR 35309100 2002 DF7971_MARK LOGO: USACE DF7971_PROJECTION: FLUSH DF7971_MAGNETIC: N = NO MAGNETIC MATERIAL DF7971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF7971+STABILITY: POSITION/ELEVATION WELL DF7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7971+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002 DF7971_ROD/PIPE-DEPTH: 21.1 meters DF7971_SLEEVE-DEPTH : 0.9 meters DF7971 DF7971 HISTORY - Date Condition Report By DF7971 HISTORY - 20020401 MONUMENTED USACE DF7971 DF7971 STATION DESCRIPTION DF7971 DF7971'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG) DF7971'MARK IS LOCATED 14.0 MILES (22.5 KILOMETERS) SOUTHWEST OF HARRISBURG, DF7971'ARKANSAS, NEAR THE DF7971'TOWN OF FISHER, ARKANSAS. TO REACH MARK FROM THE INTERSECTION OF U.S. DF7971'HIGHWAY 49 AND DF7971'ARKANSAS STATE HIGHWAY 14, 11.0 MILES (17.7 KILOMETERS) WEST OF DF7971'HARRISBURG, ARKANSAS, DF7971'PROCEED SOUTHWEST ALONG U.S. HIGHWAY 49 FOR 5.65 MILES (9.1 DF7971'KILOMETERS) TO THE DF7971'INTERSECTION OF U.S. HIGHWAY 49 AND HAINES STREET IN FISHER, ARKANSAS. DF7971'TURN RIGHT AND DF7971'PROCEED WEST ON HAINES STREET FOR 100.0 FEET (30.5 METERS) TO ITS DF7971'INTERSECTION WITH DF7971'FRONT STREET. TURN RIGHT AND PROCEED NORTH ALONG FRONT STREET FOR 0.05 DF7971'MILES (0.1 DF7971'KILOMETERS) TO ITS JUNCTION WITH BAYOU ROAD ON THE LEFT. TURN LEFT AND DF7971'PROCEED WEST DF7971'ALONG BAYOU ROAD ACROSS BRIDGE OVER BAYOU DE VIEW FOR 2.3 MILES (3.7 DF7971'KILOMETERS) TO A DF7971'DOUBLE GRAVEL DRIVEWAY LEADING TO A BLOCK HOUSE ON THE RIGHT. TURN DF7971'INTO DRIVEWAY AND DF7971'PROCEED NORTH ALONG DRIVEWAY FOR 138.0 FEET (42.1 METERS) TO THE MARK DF7971'IN THE MEDIAN DF7971'BETWEEN THE TWO GRAVEL DRIVEWAYS. DF7971'MARK IS LOCATED 137.5 FEET (41.9 METERS) NORTH OF THE CENTERLINE OF DF7971'BAYOU ROAD 10.0 FEET DF7971'(3.0 METERS) EAST OF THE CENTERLINE OF THE WEST DRIVEWAY, 22.5 FEET DF7971'(6.9 METERS) WEST OF DF7971'THE CENTERLINE OF THE EAST GRAVEL DRIVEWAY AND 2.0 FEET (0.6 METERS) DF7971'SOUTH OF A DF7971'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM DF7971'POINT ENCASED IN 1 DF7971'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35309100 2002. MARK IS DF7971'RECESSED 8 CENTIMETERS DF7971'BELOW ACCESS COVER. DF7971'SECTION 17, TOWNSHIP 10 NORTH, RANGE 1 EAST. DF7971' DF7971' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FF2181 *********************************************************************** FF2181 DESIGNATION - M 314 FF2181 PID - FF2181 FF2181 STATE/COUNTY- AR/POINSETT FF2181 USGS QUAD - MARKED TREE (1983) FF2181 FF2181 *CURRENT SURVEY CONTROL FF2181 ___________________________________________________________________ FF2181* NAD 83(1986)- 35 31 39. (N) 090 24 48. (W) SCALED FF2181* NAVD 88 - 66.419 (meters) 217.91 (feet) ADJUSTED FF2181 ___________________________________________________________________ FF2181 GEOID HEIGHT- -27.61 (meters) GEOID99 FF2181 DYNAMIC HT - 66.360 (meters) 217.72 (feet) COMP FF2181 MODELED GRAV- 979,753.6 (mgal) NAVD 88 FF2181 FF2181 VERT ORDER - FIRST CLASS II FF2181 FF2181.The horizontal coordinates were scaled from a topographic map and have FF2181.an estimated accuracy of +/- 6 seconds. FF2181 FF2181.The orthometric height was determined by differential leveling FF2181.and adjusted by the National Geodetic Survey in January 1995. FF2181 FF2181.The geoid height was determined by GEOID99. FF2181 FF2181.The dynamic height is computed by dividing the NAVD 88 FF2181.geopotential number by the normal gravity value computed on the FF2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF2181.degrees latitude (g = 980.6199 gals.). FF2181 FF2181.The modeled gravity was interpolated from observed gravity values. FF2181 FF2181; North East Units Estimated Accuracy FF2181;SPC AR N - 133,640. 543,890. MT (+/- 180 meters Scaled) FF2181 FF2181 SUPERSEDED SURVEY CONTROL FF2181 FF2181 NGVD 29 (10/05/93) 66.374 (m) 217.76 (f) ADJUSTED 1 2 FF2181 FF2181.Superseded values are not recommended for survey control. FF2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2181.See file dsdata.txt to determine how the superseded data were derived. FF2181 FF2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV345346(NAD 83) FF2181_MARKER: I = METAL ROD FF2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FF2181_STAMPING: M 314 1990 FF2181_MARK LOGO: NGS FF2181_PROJECTION: FLUSH FF2181_MAGNETIC: I = MARKER IS A STEEL ROD FF2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2181+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003 FF2181_ROD/PIPE-DEPTH: 24.3 meters FF2181 FF2181 HISTORY - Date Condition Report By FF2181 HISTORY - 1990 MONUMENTED NGS FF2181 HISTORY - 20020802 GOOD USACE FF2181 HISTORY - 20030514 GOOD JCLS FF2181 FF2181 STATION DESCRIPTION FF2181 FF2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2181'IN MARKED TREE, AT THE INTERSECTION OF FRISCO AND 6TH STREETS, 14.5 M FF2181'(47.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN FF2181'RAILROAD, 12.2 M (40.0 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF FF2181'FRISCO STREET, 2.3 M (7.5 FT) SOUTHEAST OF A UTILITY POLE, 1.6 M FF2181'(5.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF 6TH STREET, AND 0.3 M FF2181'(1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT FF2181'IS THROUGH A 5-INCH LOGO CAP. FF2181 FF2181 STATION RECOVERY (2002) FF2181 FF2181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2181'RECOVERED IN GOOD CONDITION. FF2181 FF2181 STATION RECOVERY (2003) FF2181 FF2181'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 FF2181'RECOVERED IN GOOD CONDITION.