1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2883 *********************************************************************** EH2883 DESIGNATION - BONAIR EH2883 PID - EH2883 EH2883 STATE/COUNTY- AR/ST FRANCIS EH2883 USGS QUAD - HAYNES (1992) EH2883 EH2883 *CURRENT SURVEY CONTROL EH2883 ___________________________________________________________________ EH2883* NAD 83(1997)- 34 56 58.53131(N) 090 47 25.91619(W) ADJUSTED EH2883* NAVD 88 - 69. (meters) 226. (feet) SCALED EH2883 ___________________________________________________________________ EH2883 LAPLACE CORR- 0.07 (seconds) DEFLEC99 EH2883 GEOID HEIGHT- -26.96 (meters) GEOID03 EH2883 EH2883 HORZ ORDER - FIRST EH2883 EH2883.The horizontal coordinates were established by classical geodetic methods EH2883.and adjusted by the National Geodetic Survey in September 1999. EH2883 EH2883.The orthometric height was scaled from a topographic map. EH2883 EH2883.The Laplace correction was computed from DEFLEC99 derived deflections. EH2883 EH2883.The geoid height was determined by GEOID03. EH2883 EH2883; North East Units Scale Factor Converg. EH2883;SPC AR N - 69,047.694 510,474.635 MT 0.99999684 +0 42 13.6 EH2883;SPC AR S - 653,870.354 510,480.265 MT 1.00004592 +0 40 36.9 EH2883;UTM 15 - 3,869,682.185 701,758.481 MT 1.00010172 +1 15 58.1 EH2883 EH2883! - Elev Factor x Scale Factor = Combined Factor EH2883!SPC AR N - 0.99999340 x 0.99999684 = 0.99999024 EH2883!SPC AR S - 0.99999340 x 1.00004592 = 1.00003932 EH2883!UTM 15 - 0.99999340 x 1.00010172 = 1.00009512 EH2883 EH2883: Primary Azimuth Mark Grid Az EH2883:SPC AR N - BONAIR AZ MK 181 45 45.7 EH2883:SPC AR S - BONAIR AZ MK 181 47 22.4 EH2883:UTM 15 - BONAIR AZ MK 181 12 01.2 EH2883 EH2883|---------------------------------------------------------------------| EH2883| PID Reference Object Distance Geod. Az | EH2883| dddmmss.s | EH2883| EH2882 FORREST CITY ARK PWR CO MAST APPROX. 3.8 KM 0224433.2 | EH2883| EH2884 AIRWAY BN 39 S OF FORREST CITY 420.373 METERS 1765946.4 | EH2883| CY5311 BONAIR AZ MK 1822759.3 | EH2883| EH1031 G 82 33.400 METERS 22629 | EH2883| EH2885 T4N R3E SECS 16 21 1/4 COR 34.492 METERS 25157 | EH2883| EH2879 PALESTINE ARK PWR AND LT CO TK APPROX. 8.2 KM 2940423.9 | EH2883| EH2886 FORREST CITY RAD STA KXJK MAST APPROX. 7.1 KM 3000629.3 | EH2883| CY5312 BONAIR RM 2 33.994 METERS 31418 | EH2883| EH2880 ARKANSAS ST POLICE W RAD MAST APPROX. 6.0 KM 3143620.3 | EH2883|---------------------------------------------------------------------| EH2883 EH2883 SUPERSEDED SURVEY CONTROL EH2883 EH2883 NAD 83(1997)- 34 56 58.53574(N) 090 47 25.91478(W) AD( ) 1 EH2883 NAD 83(1986)- 34 56 58.54010(N) 090 47 25.91475(W) AD( ) 1 EH2883 NAD 27 - 34 56 58.20210(N) 090 47 25.50820(W) AD( ) 1 EH2883 EH2883.Superseded values are not recommended for survey control. EH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2883.See file dsdata.txt to determine how the superseded data were derived. EH2883 EH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0175869682(NAD 83) EH2883_MARKER: DS = TRIANGULATION STATION DISK EH2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2883 EH2883 HISTORY - Date Condition Report By EH2883 HISTORY - 1953 MONUMENTED CGS EH2883 HISTORY - 1963 POOR CGS EH2883 HISTORY - 20050419 MARK NOT FOUND USACE EH2883 EH2883 STATION DESCRIPTION EH2883 EH2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) EH2883'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE CENTER OF EH2883'FORREST CITY AT THE SMALL COMMUNITY OF BONAIR. IT IS IN A SMALL EH2883'OPEN AREA, 62.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 1, EH2883'50.5 FEET EAST-NORTHEAST OF A POWERLINE POLE AND 35.0 FEET NORTH EH2883'OF THE CENTER OF A GRAVELED ROAD. IT PROJECTS 6 INCHES AND EH2883'IS STAMPED BONAIR 1953. EH2883' EH2883'BENCH MARK G 82 WAS USED AS REFERENCE MARK NO. 1. IT IS A EH2883'STANDARD U. S. C. AND G. S. BENCH MARK DISK SET IN A 6 INCH EH2883'SQUARE CONCRETE POST. IT IS 40.0 FEET SOUTH OF THE CENTER OF EH2883'A GRAVELED ROAD, 26.0 FEET EAST OF THE EAST RAIL OF THE MISSOURI EH2883'PACIFIC RAILROAD TRACK AND 4.0 FEET EAST OF A TELEPHONE POLE. EH2883'IT PROJECTS 4 INCHES AND IS STAMPED G 82 1935. EH2883' EH2883'REFERENCE MARK NO. 2 IS 38.0 FEET WEST OF A T FENCE CORNER, EH2883'24.0 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC EH2883'RAILROAD TRACK, 2.0 FEET SOUTHEAST OF A TELEPHONE POLE AND ABOUT EH2883'2-1/2 FEET ABOVE THE ELEVATION OF THE STATION. IT IS STAMPED EH2883'BONAIR NO 2 1953. EH2883' EH2883'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK EH2883'NO. 2 IS 153.37 FEET. EH2883' EH2883'T4N R3E 1/4 COR. SEC. 16 SEC. 21 IS A 1 INCH IRON STAKE WITH EH2883'A PUNCH MARK IN THE TOP OF THE STAKE, IS 4 INCHES BELOW THE EH2883'SURFACE OF THE GROUND AND HAS NO STAMPING. IT IS LOCATED ABOUT EH2883'3 FEET ABOVE THE ELEVATION OF THE STATION IN THE CENTER OF EH2883'A GRAVELED ROAD AND DIRECTLY BETWEEN THE TRACKS OF THE MISSOURI EH2883'PACIFIC RAILROAD WHERE THE ROAD CROSSES THE TRACKS. EH2883' EH2883'THE AZIMUTH MARK IS 58.0 FEET WEST OF THE CENTER OF STATE ROUTE EH2883'NO. 1, 30.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 20.0 EH2883'FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD EH2883'TRACKS, 7.0 FEET NORTHEAST OF A RAILROAD CROSSING MARKER AND EH2883'DIRECTLY UNDER A TELEPHONE LINE. IT IS SET FLUSH WITH THE EH2883'SURFACE OF THE GROUND AND IS STAMPED BONAIR 1953. EH2883' EH2883'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY, GO EH2883'SOUTH ON STATE ROUTE NO. 1 FOR 4.4 MILES TO A CROSSROAD AT THE EH2883'COMMUNITY OF BONAIR AND THE STATION ON THE RIGHT IN THE NORTHWEST EH2883'ANGLE AS DESCRIBED. EH2883' EH2883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE EH2883'ROUTE NO. 1 FOR 0.5 MILE TO A T ROAD RIGHT AND THE MARK ON THE RIGHT EH2883'AS DESCRIBED. EH2883' EH2883'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EH2883 EH2883 STATION RECOVERY (1963) EH2883 EH2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 EH2883'THE CONCRETE MONUMENT IS INTACT BUT THE BRONZE DISC IS MISSING. A EH2883'NEW MARK WAS NOT SET. RM NO. 1, BM G 82 1953, IS INTACT AS EH2883'DESCRIBED. RM NO. 2 WAS NOT FOUND. NO SEARCH WAS MADE FOR THE EH2883'AZIMUTH MARK. EH2883' EH2883'ROUTE DESCRIPTION IS ADEQUATE. THE COMMUNITY OF BONAIR NO LONGER EH2883'EXISTS. EH2883 EH2883 STATION RECOVERY (2005) EH2883 EH2883'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2883'AZ MK FOUND AS DESCRIBED, GOOD FOR GPS. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FF0603 *********************************************************************** FF0603 DESIGNATION - FORREST 2 FF0603 PID - FF0603 FF0603 STATE/COUNTY- AR/ST FRANCIS FF0603 USGS QUAD - FORREST CITY (1976) FF0603 FF0603 *CURRENT SURVEY CONTROL FF0603 ___________________________________________________________________ FF0603* NAD 83(1997)- 35 00 37.96930(N) 090 46 30.96902(W) ADJUSTED FF0603* NAVD 88 - 112.34 (+/-2cm) 368.6 (feet) VERTCON FF0603 ___________________________________________________________________ FF0603 LAPLACE CORR- 0.02 (seconds) DEFLEC99 FF0603 GEOID HEIGHT- -27.00 (meters) GEOID03 FF0603 FF0603 HORZ ORDER - SECOND FF0603 VERT ORDER - ? (See Below) FF0603 FF0603.The horizontal coordinates were established by classical geodetic methods FF0603.and adjusted by the National Geodetic Survey in September 1999. FF0603 FF0603.The NAVD 88 height was computed by applying the VERTCON shift value to FF0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0603.The vertical order pertains to the NGVD 29 superseded value. FF0603 FF0603.The Laplace correction was computed from DEFLEC99 derived deflections. FF0603 FF0603.The geoid height was determined by GEOID03. FF0603 FF0603; North East Units Scale Factor Converg. FF0603;SPC AR N - 75,826.704 511,784.609 MT 0.99998572 +0 42 45.6 FF0603;SPC AR S - 660,649.176 511,793.520 MT 1.00006350 +0 41 07.7 FF0603;UTM 15 - 3,876,474.518 703,001.892 MT 1.00010792 +1 16 36.6 FF0603 FF0603! - Elev Factor x Scale Factor = Combined Factor FF0603!SPC AR N - 0.99998660 x 0.99998572 = 0.99997232 FF0603!SPC AR S - 0.99998660 x 1.00006350 = 1.00005010 FF0603!UTM 15 - 0.99998660 x 1.00010792 = 1.00009452 FF0603 FF0603: Primary Azimuth Mark Grid Az FF0603:SPC AR N - FORREST 2 AZ MK 225 09 11.6 FF0603:SPC AR S - FORREST 2 AZ MK 225 10 49.5 FF0603:UTM 15 - FORREST 2 AZ MK 224 35 20.6 FF0603 FF0603|---------------------------------------------------------------------| FF0603| PID Reference Object Distance Geod. Az | FF0603| dddmmss.s | FF0603| EH2882 FORREST CITY ARK PWR CO MAST APPROX. 3.2 KM 1782345.9 | FF0603| FF0605 FORREST 2 RM 3 27.919 METERS 19158 | FF0603| CI3616 FORREST 2 AZ MK 2255157.2 | FF0603| CI3617 FORREST 2 RM 4 56.546 METERS 29244 | FF0603|---------------------------------------------------------------------| FF0603 FF0603 SUPERSEDED SURVEY CONTROL FF0603 FF0603 NAD 83(1997)- 35 00 37.97398(N) 090 46 30.96720(W) AD( ) 2 FF0603 NAD 83(1986)- 35 00 37.97838(N) 090 46 30.96774(W) AD( ) 2 FF0603 NAD 27 - 35 00 37.64540(N) 090 46 30.56100(W) AD( ) 2 FF0603 NGVD 29 (??/??/??) 112.324 (m) 368.52 (f) ADJUSTED ? FF0603 FF0603.Superseded values are not recommended for survey control. FF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0603.See file dsdata.txt to determine how the superseded data were derived. FF0603 FF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0300276475(NAD 83) FF0603_MARKER: DS = TRIANGULATION STATION DISK FF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT FF0603_STAMPING: FORREST 2 1941 FF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0603+STABILITY: SURFACE MOTION FF0603 FF0603 HISTORY - Date Condition Report By FF0603 HISTORY - 1941 MONUMENTED ARGS FF0603 HISTORY - 1941 GOOD CGS FF0603 HISTORY - 1954 GOOD CGS FF0603 HISTORY - 20050419 MARK NOT FOUND USACE FF0603 FF0603 STATION DESCRIPTION FF0603 FF0603'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1941 FF0603'STATION IS LOCATED IN THE TOWN OF FORREST CITY, IN A PASTURE FF0603'LOT 49.140 METERS (161.22 FEET) SW OF THE SE CORNER OF THE FF0603'L.F. HADEN, SR. RESIDENCE. IT IS 79.812 METERS (261.85 FEET) FF0603'NE OF A 36-INCH POST OAK TREE, 57.028 METERS (187.10 FEET) FF0603'E OF A TENANT HOUSE, AND 26.323 METERS (86.36 FEET) S OF N FF0603'FENCE LINE OF SAME PASTURE. FF0603' FF0603'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET FF0603'IN CONCRETE. SURFACE MARK IS STAMPED FORREST 2 1941. FF0603' FF0603'R.M. 1 IS STAMPED FORREST 1916 1920. IT IS A STANDARD REFERENCE FF0603'DISK SET IN CONCRETE. IT IS 43.623 METERS (143.12 FEET) FROM FF0603'STATION, N 24 DEG E. FF0603' FF0603'R.M. 2 IS 62.697 METERS (205.70 FEET) FROM STATION, FF0603'N 48 DEG 40 MIN E. FF0603' FF0603'R.M. 3 IS 27.892 METERS (91.51 FEET) FROM STATION, FF0603'S 11 DEG 59 MIN W. FF0603 FF0603 STATION RECOVERY (1941) FF0603 FF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 FF0603'0.6 MI E FROM FORREST CITY. FF0603'0.6 MILE EAST OF THE BUSINESS DISTRICT AT FORREST CITY, ST. FF0603'FRANCIS COUNTY, SOUTH OF U.S. HIGHWAY 70, 0.2 MILE NORTH OF THE FF0603'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AT THE L.F. HADEN, SR., FF0603'PROPERTY, 161.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FF0603'HADEN RESIDENCE, 187.10 FEET EAST OF A TENANT HOUSE, IN A FF0603'PASTURE LOT, 261.8 FEET NORTHEAST OF A 36-INCH POST-OAK TREE, AND FF0603'86.4 FEET SOUTH OF THE NORTH FENCE OF THE PASTURE. A STANDARD FF0603'TRIANGULATION-STATION DISK, STAMPED FORREST 2 1941 AND SET IN FF0603'THE TOP OF A CONCRETE POST. FF0603 FF0603 STATION RECOVERY (1954) FF0603 FF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE) FF0603'THE STATION MARK AND R.M. NO. 3 WERE RECOVERED AND FOUND TO FF0603'BE IN GOOD CONDITION. A NEW REFERENCE MARK, (R.M. NO. 4), AND FF0603'AN AZIMUTH MARK WERE ESTABLISHED. THE ORIGINAL STATION, FF0603'FORREST 1916 1920, WAS EITHER DESTROYED OR COVERED OVER BY A FF0603'LARGE NEW HOME THAT WAS BUILT OVER THE STATION SITE. IN 1941 FF0603'A NEW STATION, FORREST 2, AND A NEW REFERENCE MARK, R.M. NO. 3, FF0603'WERE ESTABLISHED BY THE ARKANSAS GEODETIC SURVEY. FOLLOWING FF0603'IS A NEW AND COMPLETE DESCRIPTION. FF0603' FF0603'THE STATION IS LOCATED IN THE EASTERN PART OF FORREST CITY ON FF0603'A PROMINENT HILL ON THE PROPERTY OF MR. L.F. HAVEN. IT IS FF0603'150 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BRICK HOME, FF0603'90 FEET SOUTHWEST OF A POWERLINE POLE, 15 FEET NORTH OF THE FF0603'CENTER OF A DIM TRACK DRIVE AND 9 FEET SOUTH OF A PECAN TREE. FF0603'IT IS SET FLUSH AND IS STAMPED FORREST 2 1941. FF0603' FF0603'R.M. NO. 3 IS 75 FEET SOUTH OF THE CENTER OF A DIM TRACK DRIVE, FF0603'SET FLUSH AND IS STAMPED FORREST 2 NO 3 1941. FF0603' FF0603'R.M. NO. 4 IS 39 FEET WEST OF THE CENTER OF A DIM TRACK DRIVE FF0603'AND 6 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE. FF0603'IT PROJECTS 4 INCHES AND IS STAMPED FORRET 2 NO 4 1941. FF0603' FF0603'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 221.69 FEET. FF0603' FF0603'THE AZIMUTH MARK IS LOCATED ON THE PROPERTY OF THE FORREST FF0603'CITY COUNTRY CLUB, 99 FEET NORTHEAST OF THE NORTHEAST CORNER FF0603'OF THE CLUB HOUSE, 48 FEET SOUTH OF A POWERLINE POLE AND 30 FF0603'FEET EAST OF THE CENTER OF A MACADAM DRIVE. IT PROJECTS 6 FF0603'INCHES AND IS STAMPED FORREST 2 1941 1954. FF0603' FF0603'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY GO FF0603'SOUTH FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 70, TURN FF0603'LEFT AND GO EAST ON U.S. HIGHWAY 70 FOR 0.55 MILE TO A DRIVE FF0603'ON THE RIGHT, THE ENTRANCE TO THE PROPERTY OF MR. L.F. HAVEN, FF0603'TURN RIGHT AND GO UP THE DRIVE FOR 0.1 MILE TO A LARGE BRICK FF0603'HOME, FOLLOW A CIRCULAR DRIVE AROUND TO THE SOUTH SIDE OF FF0603'THE BRICK HOME TO THE STATION AS DESCRIBED. FF0603' FF0603'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 70 FF0603'AND STATE ROAD 1, (0.1 MILE SOUTH OF THE POST OFFICE IN FORREST FF0603'CITY), GO SOUTH ON STATE ROAD 1 FOR 0.15 MILE TO A CROSS STREET, FF0603'TURN LEFT AND GO 0.3 MILE TO THE ENTRANCE TO THE FORREST CITY FF0603'COUNTRY CLUB, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE FF0603'AZIMUTH MARK ON THE LEFT AS DESCRIBED. FF0603 FF0603 STATION RECOVERY (2005) FF0603 FF0603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FF0603'AZ MK FOUND AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH3116 *********************************************************************** EH3116 DESIGNATION - GIL EH3116 PID - EH3116 EH3116 STATE/COUNTY- AR/ST FRANCIS EH3116 USGS QUAD - HAYNES (1992) EH3116 EH3116 *CURRENT SURVEY CONTROL EH3116 ___________________________________________________________________ EH3116* NAD 83(1997)- 34 56 43.51996(N) 090 46 28.26651(W) ADJUSTED EH3116* NAVD 88 - 75.1 (meters) 246. (feet) VERTCON EH3116 ___________________________________________________________________ EH3116 X - -70,749.665 (meters) COMP EH3116 Y - -5,233,458.492 (meters) COMP EH3116 Z - 3,632,932.856 (meters) COMP EH3116 LAPLACE CORR- 0.00 (seconds) DEFLEC99 EH3116 ELLIP HEIGHT- 47.93 (meters) (09/24/01) GPS OBS EH3116 GEOID HEIGHT- -26.95 (meters) GEOID03 EH3116 EH3116 HORZ ORDER - FIRST EH3116 ELLP ORDER - FOURTH CLASS II EH3116 EH3116.This mark is at Forrest City Airport (FCY) EH3116 EH3116.The horizontal coordinates were established by GPS observations EH3116.and adjusted by the National Geodetic Survey in September 1999. EH3116 EH3116.The NAVD 88 height was computed by applying the VERTCON shift value to EH3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH3116 EH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht. EH3116 EH3116.The Laplace correction was computed from DEFLEC99 derived deflections. EH3116 EH3116.The ellipsoidal height was determined by GPS observations EH3116.and is referenced to NAD 83. EH3116 EH3116.The geoid height was determined by GEOID03. EH3116 EH3116; North East Units Scale Factor Converg. EH3116;SPC AR N - 68,603.219 511,943.042 MT 0.99999765 +0 42 47.2 EH3116;SPC AR S - 653,425.165 511,948.533 MT 1.00004476 +0 41 09.2 EH3116;UTM 15 - 3,869,252.094 703,231.338 MT 1.00010907 +1 16 30.7 EH3116 EH3116! - Elev Factor x Scale Factor = Combined Factor EH3116!SPC AR N - 0.99999248 x 0.99999765 = 0.99999013 EH3116!SPC AR S - 0.99999248 x 1.00004476 = 1.00003724 EH3116!UTM 15 - 0.99999248 x 1.00010907 = 1.00010155 EH3116 EH3116 SUPERSEDED SURVEY CONTROL EH3116 EH3116 ELLIP H (09/14/99) 48.03 (m) GP( ) 4 1 EH3116 NAD 83(1997)- 34 56 43.52226(N) 090 46 28.26461(W) AD( ) 1 EH3116 NAD 83(1986)- 34 56 43.52834(N) 090 46 28.26229(W) AD( ) 1 EH3116 NGVD 29 (11/13/90) 75.1 (m) 246. (f) GPS OBS EH3116 EH3116.Superseded values are not recommended for survey control. EH3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3116.See file dsdata.txt to determine how the superseded data were derived. EH3116 EH3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323169252(NAD 83) EH3116_MARKER: DS = TRIANGULATION STATION DISK EH3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3116_SP_SET: CONCRETE POST EH3116_STAMPING: GIL 1986 EH3116_MARK LOGO: NGS EH3116_MAGNETIC: N = NO MAGNETIC MATERIAL EH3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3116+STABILITY: SURFACE MOTION EH3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3116+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 EH3116 EH3116 HISTORY - Date Condition Report By EH3116 HISTORY - 1986 MONUMENTED NGS EH3116 HISTORY - 19890601 GOOD NGS EH3116 HISTORY - 19900413 GOOD EH3116 HISTORY - 19910108 GOOD NGS EH3116 HISTORY - 20050419 GOOD USACE EH3116 EH3116 STATION DESCRIPTION EH3116 EH3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 EH3116'STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) NORTH OF MARIANNA, 12.2 KM EH3116'(7.6 MI) SOUTHEAST OF PALESTINE, AND 6.1 KM (3.8 MI) SOUTH OF FORREST EH3116'CITY. AT THE FORREST CITY MUNICIPAL AIRPORT. OWNERSHIP--CITY OF EH3116'FORREST CITY AR 72335. PHONE IS 501-633-4511. AIRPORT MANAGER IS GIL EH3116'GILBREATH, RTE 2 BOX 530, FORREST CITY, AR72335. PHONE IS EH3116'501-633-4511 OR 501-633-4514 OR HOME 501-633-0554. EH3116'TO REACH FROM THE POST OFFICE IN FORREST CITY. GO SOUTH ON STATE EH3116'HIGHWAY 1 FOR 6.11 KM (3.80 MI) TO A PAVED ROAD ON THE LEFT AND STATE EH3116'HIGHWAY 1 TURNS TO THE SOUTHWEST, TURN LEFT AND GO SOUTHEAST, AND EH3116'SOUTH ON THE PAVED ROAD FOR 2.11 KM (1.31 MI) TO A PAVED ROAD ON THE EH3116'RIGHT. TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.06 EH3116'KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS EH3116'THROUGH THE GATE AND CONTINUE WEST ACROSS AN APRON FOR 125 FEET TO A EH3116'TAXIWAY ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR EH3116'0.36 KM (0.22 MI) TO THE STATION ON THE LEFT. EH3116'STATION IS STANDARD NGS STATION STAMPED ---GIL 1986---. SET IN THE TOP EH3116'A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND. IT IS EH3116'39.0 M (128.0 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE EH3116'NORTH END OF RUNWAY 17, 33.4 M (109.6 FT) NORTHEAST OF THE SECOND EH3116'RUNWAY LIGHT SOUTH OF THE NORTH END OF RUNWAY 17, 26.7 M (87.6 FT) EH3116'EAST OF THE EAST EDGE OF RUNWAY 17, 24.7 M (81.0 FT) SOUTH OF THE EH3116'SOUTH HEADWALL OF A CONCRETE CULVERT, 12.8 M (42.0 FT) WEST OF THE EH3116'WEST EDGE OF A TAXIWAY, AND 2.0 M (6.6 FT) WEST OF A CARSONITE EH3116'WITNESS POST. EH3116'DESCRIBED BY E.J.HANSMANN. EH3116 EH3116 STATION RECOVERY (1990) EH3116 EH3116'RECOVERED 1990 EH3116'RECOVERED IN GOOD CONDITION. EH3116 EH3116 STATION RECOVERY (1991) EH3116 EH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 EH3116'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTH OF FORREST CITY AT EH3116'THE FORREST CITY MUNICIPAL AIRPORT ON THE WEST SIDE OF THE TAXIWAY EH3116'FOR RUNWAY 1. OWNERSHIP--CITY OF FORREST CITY, FORREST CITY TOWN EH3116'HALL, FORREST CITY, AR 72335, PHONE 501-663-4511, AIRPORT MANAGER IS EH3116'GIL GILBREATH, PHONE 501-663-4514 OR HOME PHONE 501-663-0554. EH3116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 334, ON EH3116'THE SOUTH SIDE OF FORREST CITY, GO SOUTH-SOUTHWEST ON STATE HIGHWAY 1 EH3116'FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF COUNTY ROAD 980 ON THE LEFT, EH3116'TURN LEFT, SOUTH, ON COUNTY ROAD 980 FOR 1.93 KM (1.20 MI) TO THE EH3116'AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE EH3116'ROAD FOR ABOUT 0.08 KM (0.05 MI) TO A GATE. PASS THRU THE GATE AND EH3116'ONTO THE APRON, BEAR RIGHT, NORTHWEST, ACROSS THE APRON TO THE EH3116'TAXIWAY, TURN RIGHT, NORTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO EH3116'THE STATION ON THE LEFT ON THE WEST SIDE OF A DITCH AND SOUTH OF A EH3116'CULVERT. EH3116'THE STATION IS LOCATED 39.0 M (128.0 FT) SOUTHEAST OF THE FIRST RUNWAY EH3116'LIGHT SOUTH OF THE END OF RUNWAY 1, 33.4 M (109.6 FT) NORTHEAST OF EH3116'THE SECOND RUNWAY LIGHT SOUTH OF THE END OF RUNWAY 1, 24.7 M EH3116'(81.0 FT) SOUTH OF THE SOUTH HEADWALL OF A CULVERT, 12.8 M (42.0 FT) EH3116'WEST OF THE WEST EDGE OF THE TAXIWAY AND 2.0 M (6.6 FT) WEST OF A EH3116'FIBERGLASS WITNESS POST. EH3116 EH3116 STATION RECOVERY (2005) EH3116 EH3116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH3116'RECOVERED IN GOOD CONDITION.