1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FF0956 *********************************************************************** FF0956 DESIGNATION - B 9 FF0956 PID - FF0956 FF0956 STATE/COUNTY- AR/JACKSON FF0956 USGS QUAD - NEWPORT (1981) FF0956 FF0956 *CURRENT SURVEY CONTROL FF0956 ___________________________________________________________________ FF0956* NAD 83(1986)- 35 36 22. (N) 091 16 59. (W) SCALED FF0956* NAVD 88 - 71.636 (meters) 235.03 (feet) ADJUSTED FF0956 ___________________________________________________________________ FF0956 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0956 DYNAMIC HT - 71.575 (meters) 234.83 (feet) COMP FF0956 MODELED GRAV- 979,771.0 (mgal) NAVD 88 FF0956 FF0956 VERT ORDER - FIRST CLASS II FF0956 FF0956.The horizontal coordinates were scaled from a topographic map and have FF0956.an estimated accuracy of +/- 6 seconds. FF0956 FF0956.The orthometric height was determined by differential leveling FF0956.and adjusted by the National Geodetic Survey in June 1991. FF0956 FF0956.The geoid height was determined by GEOID99. FF0956 FF0956.The dynamic height is computed by dividing the NAVD 88 FF0956.geopotential number by the normal gravity value computed on the FF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0956.degrees latitude (g = 980.6199 gals.). FF0956 FF0956.The modeled gravity was interpolated from observed gravity values. FF0956 FF0956; North East Units Estimated Accuracy FF0956;SPC AR N - 141,440. 464,960. MT (+/- 180 meters Scaled) FF0956 FF0956 SUPERSEDED SURVEY CONTROL FF0956 FF0956 NGVD 29 (??/??/??) 71.572 (m) 234.82 (f) ADJUSTED 1 2 FF0956 FF0956.Superseded values are not recommended for survey control. FF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0956.See file dsdata.txt to determine how the superseded data were derived. FF0956 FF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555416(NAD 83) FF0956_MARKER: DB = BENCH MARK DISK FF0956_SETTING: 36 = BUILDING FF0956_STAMPING: 234.816 B 9 1931 FF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0956+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003 FF0956 FF0956 HISTORY - Date Condition Report By FF0956 HISTORY - 1931 MONUMENTED CGS FF0956 HISTORY - 1973 MARK NOT FOUND USGS FF0956 HISTORY - 1987 GOOD USPSQD FF0956 HISTORY - 20020921 GOOD USACE FF0956 HISTORY - 20030514 GOOD JCLS FF0956 FF0956 STATION DESCRIPTION FF0956 FF0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0956'AT NEWPORT. FF0956'AT NEWPORT, JACKSON COUNTY, IN THE FRONT OR NORTHWEST WALL OF FF0956'THE MISSOURI PACIFIC RAILROAD STATION, 2 FEET NORTHEAST OF THE FF0956'CORNER NEAR THE DOOR TO THE TRAINMENS ROOM, AND ABOUT 5 FEET FF0956'HIGHER THAN THE PLATFORM. A STANDARD DISK, STAMPED 234.816 B FF0956'9 1931 AND SET VERTICALLY. FF0956 FF0956 STATION RECOVERY (1973) FF0956 FF0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 FF0956'MARK NOT FOUND. FF0956 FF0956 STATION RECOVERY (1987) FF0956 FF0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FF0956'RECOVERED IN GOOD CONDITION. FF0956 FF0956 STATION RECOVERY (2002) FF0956 FF0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0956'RECOVERED IN GOOD CONDITION. FF0956 FF0956 STATION RECOVERY (2003) FF0956 FF0956'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 FF0956'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7970 *********************************************************************** DF7970 DESIGNATION - GR 35309130 DF7970 PID - DF7970 DF7970 STATE/COUNTY- AR/JACKSON DF7970 USGS QUAD - VELVET RIDGE (1965) DF7970 DF7970 *CURRENT SURVEY CONTROL DF7970 ___________________________________________________________________ DF7970* NAD 83(1997)- 35 29 54.03886(N) 091 30 13.51452(W) ADJUSTED DF7970* NAVD 88 - DF7970 ___________________________________________________________________ DF7970 X - -136,424.370 (meters) COMP DF7970 Y - -5,196,824.490 (meters) COMP DF7970 Z - 3,683,087.568 (meters) COMP DF7970 LAPLACE CORR- 0.41 (seconds) DEFLEC99 DF7970 ELLIP HEIGHT- 119.10 (meters) (09/08/03) GPS OBS DF7970 GEOID HEIGHT- -27.19 (meters) GEOID99 DF7970 DF7970 HORZ ORDER - B DF7970 ELLP ORDER - FOURTH CLASS I DF7970 DF7970.The horizontal coordinates were established by GPS observations DF7970.and adjusted by the EMC INCORPORATED in September 2003. DF7970 DF7970 DF7970.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7970 DF7970.The Laplace correction was computed from DEFLEC99 derived deflections. DF7970 DF7970.The ellipsoidal height was determined by GPS observations DF7970.and is referenced to NAD 83. DF7970 DF7970.The geoid height was determined by GEOID99. DF7970 DF7970; North East Units Scale Converg. DF7970;SPC AR N - 129,361.290 445,021.994 MT 0.99993705 +0 17 19.6 DF7970;UTM 15 - 3,929,338.886 635,707.037 MT 0.99982695 +0 52 08.3 DF7970 DF7970 SUPERSEDED SURVEY CONTROL DF7970 DF7970.No superseded survey control is available for this station. DF7970 DF7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3570729339(NAD 83) DF7970_MARKER: DS = TRIANGULATION STATION DISK DF7970_SETTING: 37 = HEADWALL DF7970_STAMPING: GR 35309130 DF7970_MARK LOGO: USACE DF7970_MAGNETIC: N = NO MAGNETIC MATERIAL DF7970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7970+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002 DF7970 DF7970 HISTORY - Date Condition Report By DF7970 HISTORY - 20020402 MONUMENTED USACE DF7970 DF7970 STATION DESCRIPTION DF7970 DF7970'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG) DF7970'MARK IS LOCATED 8.0 MILES (12.9 KILOMETERS) NORTHWEST OF BRADFORD, DF7970'ARKANSAS. TO REACH DF7970'THE MARK FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 367 AND ARKANSAS DF7970'STATE HIGHWAY DF7970'87 IN BRADFORD, ARKANSAS PROCEED NORTHWEST ALONG ARKANSAS STATE DF7970'HIGHWAY 87 FOR 2.6 DF7970'MILES (4.2 KILOMETERS) TO ITS JUNCTION WITH JACKSON COUNTY ROAD 5 ON DF7970'THE RIGHT. TURN DF7970'RIGHT AND PROCEED NORTH ALONG JACKSON COUNTY ROAD 5 FOR 3.3 MILES (5.3 DF7970'KILOMETERS) TO DF7970'ITS JUNCTION WITH JACKSON COUNTY ROAD 304 ON THE LEFT. TURN LEFT AND DF7970'PROCEED NORTH DF7970'AND THEN WEST ALONG JACKSON COUNTY ROAD 304 FOR 1.7 MILES (2.7 DF7970'KILOMETERS) TO A DIRT DF7970'ROAD LEADING TO A PASTURE WHICH IS 0.1 MILES (0.2 KILOMETERS) EAST OF DF7970'WHERE JACKSON DF7970'COUNTY ROAD 304 ENDS AT A GATE. TURN LEFT AND PROCEED SOUTH ALONG DIRT DF7970'ROAD FOR 0.02 DF7970'MILES (0.03 KILOMETERS) AND THE MARK ON THE RIGHT. MARK IS LOCATED DF7970'107.0 FEET (32.6 METERS) DF7970'SOUTH OF JACKSON COUNTY ROAD 304, 15.4 FEET (4.7 METERS) WEST OF THE DF7970'CENTERLINE OF A DF7970'NORTH-SOUTH DIRT ROAD, 6.7 FEET (2.0 METERS) WEST OF A FENCE LINE AND DF7970'CARSONITE WITNESS DF7970'POST. A MEM COE BRASS DISC STAMPED GR 35309130 2002 SET IN A ROCK DF7970'OUTCROP. CAP PROJECTS DF7970'30 CENTIMETERS ABOVE GROUND. DF7970'SECTION 14, TOWNSHIP 10 NORTH, RANGE 5 WEST. DF7970' DF7970' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FF2151 *********************************************************************** FF2151 FBN - This is a Federal Base Network Control Station. FF2151 PACS - This is a Primary Airport Control Station. FF2151 DESIGNATION - NEWSPORT FF2151 PID - FF2151 FF2151 STATE/COUNTY- AR/JACKSON FF2151 USGS QUAD - TUCKERMAN (1981) FF2151 FF2151 *CURRENT SURVEY CONTROL FF2151 ___________________________________________________________________ FF2151* NAD 83(1997)- 35 38 31.66954(N) 091 10 36.90923(W) ADJUSTED FF2151* NAVD 88 - 72.47 (meters) 237.8 (feet) GPS OBS FF2151 ___________________________________________________________________ FF2151 X - -106,585.989 (meters) COMP FF2151 Y - -5,188,179.652 (meters) COMP FF2151 Z - 3,696,020.996 (meters) COMP FF2151 LAPLACE CORR- -0.14 (seconds) DEFLEC99 FF2151 ELLIP HEIGHT- 44.92 (meters) (07/20/01) GPS OBS FF2151 GEOID HEIGHT- -27.49 (meters) GEOID99 FF2151 FF2151 HORZ ORDER - B FF2151 ELLP ORDER - FOURTH CLASS I FF2151 FF2151.This mark is at Newport Airport (M19) FF2151 FF2151.The horizontal coordinates were established by GPS observations FF2151.and adjusted by the National Geodetic Survey in September 1997. FF2151 FF2151.The orthometric height was determined by GPS observations and a FF2151.high-resolution geoid model. FF2151 FF2151.GPS derived orthometric heights for airport stations designated as FF2151.PACS or SACS are published to 2 decimal places. This maintains FF2151.centimeter relative accuracy between the PACS and SACS. It does FF2151.not indicate centimeter accuracy relative to other marks which are FF2151.part of the NAVD 88 network. FF2151 FF2151.The X, Y, and Z were computed from the position and the ellipsoidal ht. FF2151 FF2151.The Laplace correction was computed from DEFLEC99 derived deflections. FF2151 FF2151.The ellipsoidal height was determined by GPS observations FF2151.and is referenced to NAD 83. FF2151 FF2151.The geoid height was determined by GEOID99. FF2151 FF2151; North East Units Scale Converg. FF2151;SPC AR N - 145,511.613 474,540.232 MT 0.99993644 +0 28 44.2 FF2151;UTM 15 - 3,945,787.182 665,058.095 MT 0.99993573 +1 03 45.3 FF2151 FF2151: Primary Azimuth Mark Grid Az FF2151:SPC AR N - NEWSPORT AZ MK 180 27 24.8 FF2151:UTM 15 - NEWSPORT AZ MK 179 52 23.7 FF2151 FF2151|---------------------------------------------------------------------| FF2151| PID Reference Object Distance Geod. Az | FF2151| dddmmss.s | FF2151| FF2152 NEWSPORT AZ MK APPROX. 0.6 KM 1805609.0 | FF2151|---------------------------------------------------------------------| FF2151 FF2151 SUPERSEDED SURVEY CONTROL FF2151 FF2151 ELLIP H (09/19/97) 44.95 (m) GP( ) 4 1 FF2151 NAD 83(1986)- 35 38 31.68139(N) 091 10 36.91084(W) AD( ) 1 FF2151 NGVD 29 (11/13/90) 72.4 (m) 238. (f) GPS OBS FF2151 FF2151.Superseded values are not recommended for survey control. FF2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2151.See file dsdata.txt to determine how the superseded data were derived. FF2151 FF2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505845787(NAD 83) FF2151_MARKER: I = METAL ROD FF2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FF2151_STAMPING: NEWSPORT 1990 FF2151_MARK LOGO: NGS FF2151_PROJECTION: FLUSH FF2151_MAGNETIC: I = MARKER IS A STEEL ROD FF2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2151+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003 FF2151_ROD/PIPE-DEPTH: 11.2 meters FF2151_SLEEVE-DEPTH : 0.93 meters FF2151 FF2151 HISTORY - Date Condition Report By FF2151 HISTORY - 1990 MONUMENTED NGS FF2151 HISTORY - 19970220 GOOD NGS FF2151 HISTORY - 20000119 GOOD NGS FF2151 HISTORY - 20020927 GOOD USACE FF2151 HISTORY - 20030514 GOOD JCLS FF2151 FF2151 STATION DESCRIPTION FF2151 FF2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2151'STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTH-SOUTHEAST OF FF2151'TUCKERMAN, 9.4 KM (5.8 MI) WEST-SOUTHWEST OF GRUBBS, AND 8.7 KM FF2151'(5.4 MI) NORTHEAST OF NEWPORT. AT THE NEWPORT MUNICIPAL AIRPORT. FF2151'OWNERSHIP--CITY OF NEWPORT AR 72112. PHONE IS 501-523-6067. AIRPORT FF2151'MANAGER IS JOE BALLARD, P.O.BOX 666, NEWPORT AR 72112. PHONE IS FF2151'501-523-3613 OR HOME 501-523-9626. FF2151'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 17 IN FF2151'NEWPORT, GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 4.23 KM (2.63 MI) TO FF2151'A CROSSROAD. TURN RIGHT AND GO EAST ON STATE HIGHWAY 18 FOR FOR 2.84 FF2151'KM (1.76 MI) TO WHERE STATE HIGHWAY 18 TURNS NORTH. CONTINUE EAST ON FF2151'STATE HIGHWAY 980 FOR 3.89 KM (2.42 MI) TO A GATE. PASS THROUGH THE FF2151'GATE AND GO ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO A CONNECTOR AND FF2151'THE THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS FF2151'STEEL ROD ENCASED INJ A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS FF2151'22.5 M (73.8 FT) SOUTH-SOUTHEAST FROM CENTERLINE OF A CONNECTOR, 14.4 FF2151'M (47.2 FT) EAST-NORTHEAST FROM WEST EDGE OF A APRON, 11.4 M FF2151'(37.4 FT) EAST-SOUTHEAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF FF2151'THE CONNECTOR AND APRON AND 0.9 M (3.0 FT) WEST-SOUTHWEST OF A FF2151'CARSONITE WITNESS POST. FF2151'DESCRIBED BY R.D.BALL. FF2151 FF2151 STATION RECOVERY (1997) FF2151 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) FF2151'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH-SOUTHEAST OF FF2151'TUCKERMAN, 8 KM (4.95 MI) NORTHEAST OF NEWPORT, AT THE MUNICIPAL FF2151'AIRPORT, NEAR MIDFIELD, ACROSS THE APRON FROM THE AIRPORT OFFICE, IN FF2151'THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE APRON AND A CONNECTOR FF2151'TAXIWAY TO THE RUNWAY. OWNERSHIP--CITY OF NEWPORT, PO BOX 666, FF2151'NEWPORT AR 72112. AIRPORT MANAGER IS DORSEY BLOCK, PHONE 501-523-3613 FF2151'OR 523-9628. HOME PHONE IS 579-2351. FIRE STATION PHONE AT THE FF2151'AIRFIELD IS 523-6099. CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE. FF2151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE FF2151'HIGHWAY 18 ON THE NORTH SIDE OF NEWPORT, GO EAST ON HIGHWAYS 67 AND 18 FF2151'FOR 1.13 KM (0.70 MI) TO THE JUNCTION OF HIGHWAY 67 SOUTH ON THE FF2151'RIGHT. CONTINUE AHEAD, EAST ON HIGHWAY 18 FOR 1.53 KM (0.95 MI) TO FF2151'WHERE HIGHWAY 18 TURNS NORTH. CONTINUE AHEAD, EAST ON COUNTY HIGHWAY FF2151'980 FOR 2.21 KM (1.35 MI) TO THE JUNCTION OF HIGHWAY 18S ON THE LEFT. FF2151'CONTINUE AHEAD, EAST ON COUNTY HIGHWAY 980 FOR 0.90 KM (0.55 MI) TO A FF2151'PAVED Y-JUNCTION. TURN LEFT, NORTHEAST ON VICTORY BOULEVARD FOR 0.64 FF2151'KM (0.40 MI) TO A GATE AT THE APRON AND THE AIRPORT OFFICE AND FIRE FF2151'STATION ON THE RIGHT. CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FF2151'AND ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO A CONNECTOR TAXIWAY AND FF2151'THE STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE ON THE TOP FF2151'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM FF2151'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY FF2151'CONCRETE SET FLUSH WITH THE GROUND. IT IS 22.0 M (72.2 FT) FF2151'SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY, 14.4 M (47.2 FT) FF2151'EAST-NORTHEAST OF THE EAST EDGE OF THE APRON, 11.4 M (37.4 FT) FF2151'EAST-SOUTHEAST OF THE CENTER OF THE CURVE OF THE PAVEMENT AT THE FF2151'JUNCTION OF THE APRON AND CONNECTOR TAXIWAY, 10.6 M (34.8 FT) FF2151'SOUTHEAST OF A TAXIWAY LIGHT NUMBER 102 AT THE JUNCTION AND 0.7 M (2.3 FF2151'FT) WEST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS USED AS FF2151'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION. THE FF2151'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK. FF2151 FF2151 STATION RECOVERY (2000) FF2151 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM) FF2151'RECOVERED BY NATIONAL GEODETIC SURVEY 1999. RECOVERED IN GOOD FF2151'CONDITION AND AS PREVIOUSLY DESCRIBED. FF2151 FF2151 STATION RECOVERY (2002) FF2151 FF2151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2151'RECOVERED IN GOOD CONDITION. FF2151 FF2151 STATION RECOVERY (2003) FF2151 FF2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 FF2151'RECOVERED IN GOOD CONDITION.