1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL1337 *********************************************************************** DL1337 DESIGNATION - ARTESIAN DL1337 PID - DL1337 DL1337 STATE/COUNTY- AR/CALHOUN DL1337 USGS QUAD - ARTESIAN (1981) DL1337 DL1337 *CURRENT SURVEY CONTROL DL1337 ___________________________________________________________________ DL1337* NAD 83(1997)- 33 26 12.73658(N) 092 27 19.74785(W) ADJUSTED DL1337* NAVD 88 - 41. (meters) 135. (feet) SCALED DL1337 ___________________________________________________________________ DL1337 LAPLACE CORR- 0.54 (seconds) DEFLEC99 DL1337 GEOID HEIGHT- -26.19 (meters) GEOID03 DL1337 DL1337 HORZ ORDER - SECOND DL1337 DL1337.The horizontal coordinates were established by classical geodetic methods DL1337.and adjusted by the National Geodetic Survey in September 1999. DL1337 DL1337.The orthometric height was scaled from a topographic map. DL1337 DL1337.The Laplace correction was computed from DEFLEC99 derived deflections. DL1337 DL1337.The geoid height was determined by GEOID03. DL1337 DL1337; North East Units Scale Factor Converg. DL1337;SPC AR S - 485,520.189 357,645.737 MT 0.99997247 -0 15 17.8 DL1337;UTM 15 - 3,699,852.763 550,614.416 MT 0.99963158 +0 18 00.2 DL1337 DL1337! - Elev Factor x Scale Factor = Combined Factor DL1337!SPC AR S - 0.99999768 x 0.99997247 = 0.99997015 DL1337!UTM 15 - 0.99999768 x 0.99963158 = 0.99962926 DL1337 DL1337: Primary Azimuth Mark Grid Az DL1337:SPC AR S - GORMAN 131 11 19.9 DL1337:UTM 15 - GORMAN 130 38 01.9 DL1337 DL1337|---------------------------------------------------------------------| DL1337| PID Reference Object Distance Geod. Az | DL1337| dddmmss.s | DL1337| DL1334 GORMAN APPROX.17.5 KM 1305602.1 | DL1337| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC APPROX. 0.8 KM 1611136.6 | DL1337| CY5190 ARTESIAN RM 1 27.533 METERS 16554 | DL1337| DL1341 CALION LUMBER CO WATER TANK APPROX.12.9 KM 2131007.1 | DL1337| DL1338 T15S R13W SECS 4 5 8 9 62.610 METERS 24907 | DL1337| CY5192 ARTESIAN RM 3 26.495 METERS 32208 | DL1337| CY5191 ARTESIAN RM 2 26.539 METERS 32208 | DL1337| DL1280 HAMPTON MUNICIPAL TANK APPROX.11.2 KM 3525738.3 | DL1337|---------------------------------------------------------------------| DL1337 DL1337 SUPERSEDED SURVEY CONTROL DL1337 DL1337 NAD 83(1997)- 33 26 12.74654(N) 092 27 19.74088(W) AD( ) 2 DL1337 NAD 83(1986)- 33 26 12.74812(N) 092 27 19.74070(W) AD( ) 2 DL1337 NAD 27 - 33 26 12.32800(N) 092 27 19.20200(W) AD( ) 2 DL1337 DL1337.Superseded values are not recommended for survey control. DL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL1337.See file dsdata.txt to determine how the superseded data were derived. DL1337 DL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5061499853(NAD 83) DL1337_MARKER: DS = TRIANGULATION STATION DISK DL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL1337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT DL1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DL1337+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005 DL1337 DL1337 HISTORY - Date Condition Report By DL1337 HISTORY - 1952 MONUMENTED CGS DL1337 HISTORY - 1958 GOOD CGS DL1337 HISTORY - 1961 POOR USGS DL1337 HISTORY - 1964 SEE DESCRIPTION CGS DL1337 HISTORY - 20050920 GOOD ARHD DL1337 DL1337 STATION DESCRIPTION DL1337 DL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM) DL1337'THE STATION IS IN SECTION 4, T 15 S, R 13 W, ABOUT 7 MILES SOUTH DL1337'OF HAMPTON, 6 MILES SOUTHWEST OF HARRELL, 78 FEET EAST OF THE DL1337'CENTER OF A GRAVELED ROAD, 22 FEET NORTHWEST OF AN 18-INCH PINE DL1337'TREE AND 7 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST. DL1337' DL1337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND DL1337'STATE HIGHWAY 4 IN HAMPTON, GO SOUTHERLY ON HIGHWAY 167 FOR DL1337'5.7 MILES TO A GRAVELED ROAD AND A BRIDGE ON THE LEFT, TURN LEFT, DL1337'CROSS THE BRIDGE AND GO EASTERLY FOR 0.5 MILE TO A Y-JUNCTION, DL1337'BEAR RIGHT AND GO SOUTHEAST FOR 1.25 MILE TO A FARMHOUSE ON THE DL1337'RIGHT AND THE STATION ON THE LEFT. DL1337' DL1337'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK. DL1337' DL1337'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DL1337'ARTESIAN 1952. DL1337' DL1337'REFERENCE MARK 1 IS 96 FEET EAST OF THE CENTER OF THE ROAD AND DL1337'20 FEET NORTHEAST OF AN 18-INCH PINE TREE. THE MARK PROJECTS DL1337'6 INCHES AND THE DISK IS STAMPED ARTESIAN NO 1 1952. DL1337' DL1337'REFERENCE MARK 2 IS 58 FEET SOUTH OF A POWER LINE POLE AND 30 FEET DL1337'EAST OF THE CENTER OF THE ROAD. THE MARK PROJECTS 4 INCHES AND DL1337'THE DISK IS STAMPED ARTESIAN NO 2 1952. DL1337' DL1337'THE SECTION CORNER MARK IS 161 FEET SOUTHEAST OF THE SOUTHEAST DL1337'CORNER OF THE FARMHOUSE, 119 FEET WEST OF THE CENTER OF THE GRAVEL DL1337'ROAD AND 26 FEET WEST OF A 24-INCH PINE TREE. THE MARK IS AN DL1337'IRON CAP PAINTED YELLOW AND FASTENED TO THE TOP OF A 4-INCH DL1337'IRON PIPE PAINTED RED. THE PIPE PROJECTS 14 INCHS AND THE CAP IS DL1337'STAMPED NOV. 3, 1937 S. 5, S. 4, S. 8, S. 9. DL1337' DL1337'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. DL1337 DL1337 STATION RECOVERY (1958) DL1337 DL1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WEH) DL1337'ALL MARKS FOUND IN VERY GOOD CONDITION. THE FARMHOUSE IS NO DL1337'LONGER STANDING, BUT THE YARD FENCE AND OUT BUILDINGS STILL DL1337'INTACT. DL1337 DL1337 STATION RECOVERY (1961) DL1337 DL1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 DL1337'STATION MARK WAS FOUND LYING AT ABOUT 45 DEGREE ANGLE. IT HAD DL1337'BEEN OBVIOUSLY PUSHED OVER BY SOME HEAVY EQUIPMENT IN LOGGING DL1337'OPERATION OF THE NEAR-BY AREA. R.M. 2 HAS BEEN DISTURBED VERY DL1337'SLIGHTLY. THE SUBSURFACE MARK WAS DUG FOR BUT NOT FOUND. DL1337'IT IS ASSUMED TO BE STILL IN PLACE. DL1337 DL1337 STATION RECOVERY (1964) DL1337 DL1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT) DL1337'THE SURFACE STATION MARK WAS FOUND TO BE TILTED AT A 45 DEGREE DL1337'ANGLE AND R.M. NO. 2 WAS ALSO FOUND TO BE LEANING. THE SURFACE DL1337'MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK AND THE DL1337'REFERENCE MARK WAS RESET AND RESTAMPED. DL1337' DL1337'THE STATION MARK IS 78 FEET EAST OF THE CENTERLINE OF THE DL1337'ROAD, 22 FEET NORTHWEST OF A 20-INCH PINE TREE AND 1.6 FEET DL1337'SOUTH OF A METAL WITNESS POST. THE MARK PROJECTS 3 INCHES AND THE DL1337'DISK IS STAMPED ARTESIAN 1952 1964. DL1337' DL1337'R.M. NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND IS 96 FEET DL1337'EAST OF THE CENTERLINE OF THE ROAD. THE MARK PROJECTS 2 INCHES DL1337'AND THE DISK IS STAMPED ARTESIAN NO 1 1952. DL1337' DL1337'THE SECTION CORNER MARK IS WEST-SOUTHWEST OF THE STATION, 119 DL1337'FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET WEST OF A DL1337'24-INCH PINE TREE AND IS ON WEST SIDE OF A DIM WOODS ROAD. DL1337'THE MARK IS A 4-INCH IRON PIPE WITH CAP AND IT IS PAINTED RED. DL1337'THE CAP IS STAMPED NOV. 3, 1937, S5, S4, S8, S9. AND THE PIPE DL1337'PROJECTS ABOUT 1 FOOT. DL1337' DL1337'R.M. NO. 3 IS NORTHWEST OF THE STATION, 30 FEET EAST OF DL1337'CENTERLINE OF ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST. DL1337'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ARTESIAN DL1337'NO 3 1952 1964. DL1337' DL1337'TO REACH THE STATION FROM HAMPTON, FROM THE JUNCTION OF U.S. DL1337'HIGHWAY 167 AND STATE HIGHWAY 4, GO SOUTH ON U.S. 167 FOR DL1337'5.75 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.5 MILE DL1337'TO FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD SOUTHERLY DL1337'FOR 1.25 MILES TO AN OLD BUILDING SITE ON THE RIGHT AND STATION DL1337'ON LEFT AS DESCRIBED. DL1337 DL1337 STATION RECOVERY (2005) DL1337 DL1337'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL1337'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL1283 *********************************************************************** DL1283 DESIGNATION - BUD DL1283 PID - DL1283 DL1283 STATE/COUNTY- AR/CALHOUN DL1283 USGS QUAD - CHAMBERSVILLE (1985) DL1283 DL1283 *CURRENT SURVEY CONTROL DL1283 ___________________________________________________________________ DL1283* NAD 83(1997)- 33 38 22.34260(N) 092 27 36.97007(W) ADJUSTED DL1283* NAVD 88 - 98.7 (meters) 324. (feet) VERTCON DL1283 ___________________________________________________________________ DL1283 X - -228,179.473 (meters) COMP DL1283 Y - -5,310,672.164 (meters) COMP DL1283 Z - 3,513,270.075 (meters) COMP DL1283 LAPLACE CORR- 0.48 (seconds) DEFLEC99 DL1283 ELLIP HEIGHT- 72.50 (meters) (09/24/01) GPS OBS DL1283 GEOID HEIGHT- -26.07 (meters) GEOID03 DL1283 DL1283 HORZ ORDER - FIRST DL1283 ELLP ORDER - FOURTH CLASS II DL1283 DL1283.The horizontal coordinates were established by classical geodetic methods DL1283.and adjusted by the National Geodetic Survey in September 1999. DL1283 DL1283.The NAVD 88 height was computed by applying the VERTCON shift value to DL1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DL1283 DL1283.The X, Y, and Z were computed from the position and the ellipsoidal ht. DL1283 DL1283.The Laplace correction was computed from DEFLEC99 derived deflections. DL1283 DL1283.The ellipsoidal height was determined by GPS observations DL1283.and is referenced to NAD 83. DL1283 DL1283.The geoid height was determined by GEOID03. DL1283 DL1283; North East Units Scale Factor Converg. DL1283;SPC AR S - 507,999.739 357,301.957 MT 0.99994207 -0 15 27.4 DL1283;UTM 15 - 3,722,320.615 550,052.776 MT 0.99963088 +0 17 56.4 DL1283 DL1283! - Elev Factor x Scale Factor = Combined Factor DL1283!SPC AR S - 0.99998862 x 0.99994207 = 0.99993069 DL1283!UTM 15 - 0.99998862 x 0.99963088 = 0.99961950 DL1283 DL1283: Primary Azimuth Mark Grid Az DL1283:SPC AR S - LACEY 094 48 26.4 DL1283:UTM 15 - LACEY 094 15 02.6 DL1283 DL1283|---------------------------------------------------------------------| DL1283| PID Reference Object Distance Geod. Az | DL1283| dddmmss.s | DL1283| DL1274 LACEY APPROX.22.1 KM 0943259.0 | DL1283| CY5345 BUD RM 1 41.797 METERS 12320 | DL1283| DL1284 LOOKOUT TOWER 3 3 AFC 30.461 METERS 13602 | DL1283| DL1280 HAMPTON MUNICIPAL TANK APPROX.11.4 KM 1844216.7 | DL1283| CY5346 BUD RM 2 37.755 METERS 27131 | DL1283| CY5344 BUD AZ MK 2771754.6 | DL1283| DL1388 BEARDEN MUNICIPAL TANK APPROX.17.4 KM 3032113.7 | DL1283|---------------------------------------------------------------------| DL1283 DL1283 SUPERSEDED SURVEY CONTROL DL1283 DL1283 ELLIP H (09/14/99) 72.52 (m) GP( ) 4 1 DL1283 NAD 83(1997)- 33 38 22.35163(N) 092 27 36.96159(W) AD( ) 1 DL1283 ELLIP H (01/21/93) 72.20 (m) GP( ) 4 2 DL1283 NAD 83(1986)- 33 38 22.35366(N) 092 27 36.96309(W) AD( ) 1 DL1283 NAD 27 - 33 38 21.95700(N) 092 27 36.40300(W) AD( ) 1 DL1283 NGVD 29 (11/13/90) 98.7 (m) 324. (f) GPS OBS DL1283 DL1283.Superseded values are not recommended for survey control. DL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL1283.See file dsdata.txt to determine how the superseded data were derived. DL1283 DL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5005322321(NAD 83) DL1283_MARKER: DS = TRIANGULATION STATION DISK DL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL1283_SP_SET: CONCRETE POST DL1283_STAMPING: BUD 1942 DL1283_MARK LOGO: CGS DL1283_MAGNETIC: N = NO MAGNETIC MATERIAL DL1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL1283+STABILITY: SURFACE MOTION DL1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DL1283+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005 DL1283 DL1283 HISTORY - Date Condition Report By DL1283 HISTORY - 1942 MONUMENTED CGS DL1283 HISTORY - 1942 GOOD CGS DL1283 HISTORY - 1952 GOOD CGS DL1283 HISTORY - 1964 GOOD CGS DL1283 HISTORY - 1973 MARK NOT FOUND USGS DL1283 HISTORY - 1981 GOOD LOCENG DL1283 HISTORY - 19890901 GOOD NGS DL1283 HISTORY - 19900314 GOOD DL1283 HISTORY - 19921130 GOOD NOS DL1283 HISTORY - 20050920 GOOD ARHD DL1283 DL1283 STATION DESCRIPTION DL1283 DL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ) DL1283'STATION IS AT THE SITE OF LOOKOUT TOWER NO. 3-3 (ARKANSAS FORESTRY DL1283'COMMISSION) ABOUT 10 MILES S BY E OF THORNTON IN THE NW DL1283'1/4 OF SEC. 32, T. 12 S, R. 13 W, ON A PROMINENT HILL KNOWN DL1283'AS BUD HILL. STATION IS 93 FEET NE OF THE NE CORNER OF THE DL1283'RANGERS HOUSE, 30 FEET N OF A DRIVEWAY AND 21 FEET S OF A DL1283'WHITE REFERENCE POST. MARK IS STAMPED BUD 1942 AND PROJECTS DL1283'5 INCHES. DL1283' DL1283'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DL1283'BRONZE DISKS SET IN CONCRETE. DL1283' DL1283'REFERENCE MARK NO. 1 IS 42 FEET E OF THE CENTER OF THE LOOKOUT DL1283'TOWER. MARK IS STAMPED BUD NO. 1 1942 AND PROJECTS 10 INCHES. DL1283' DL1283'REFERENCE MARK NO. 2 IS 57 FEET NW OF THE NW CORNER OF THE DL1283'RANGERS HOUSE, 21 FEET SW OF A GATE AND 1 FOOT E OF A FENCE. DL1283'MARK IS STAMPED BUD NO. 2 1942 AND PROJECTS 10 INCHES. DL1283' DL1283'AZIMUTH MARK IS 63 FEET E OF THE CENTER LINE OF U.S. HIGHWAY DL1283'167, 18 FEET N OF A GRAVEL TRAIL TO THE LOOKOUT TOWER AND DL1283'4.5 FEET S OF A WHITE REFERENCE POST. MARK IS STAMPED BUD DL1283'1942 AND PROJECTS 10 INCHES. DL1283' DL1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 DL1283'AND 167 IN THORNTON GO S ON U.S. HIGHWAY 167 FOR 10.3 MILES DL1283'TO THE AZIMUTH MARK AND GRAVEL ROAD ON THE LEFT, TURN LEFT DL1283'(E) FOR 0.4 MILE TO THE LOOKOUT TOWER AND STATION. DL1283' DL1283'116-FOOT SIGNALS AT BAYOU, HOLLY, BUCKSNORT, FORDYCE MAG, MORO AND DL1283'LACEY AND A 103-FOOT SIGNAL AT HINS (CWA) ARE VISIBLE AT 90 FEET. DL1283 DL1283 STATION RECOVERY (1942) DL1283 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 DL1283'RECOVERED IN GOOD CONDITION. DL1283 DL1283 STATION RECOVERY (1952) DL1283 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM) DL1283'THE STATION WAS RECOVERED AND THE MARKS ARE IN GOOD CONDITION. DL1283'DUE TO THE DENSE GROWTH OF TIMBER, CLEARING WILL BE NECESSARY DL1283'TO SEE THE AZIMUTH MARK FROM THE GROUND. THE ORIGINAL DESCRIPTION DL1283'IS ADEQUATE. THE STATION IS REACHED FROM HAMPTON BY THE DL1283'FOLLOWING ROUTE--GO NORTH ON U.S. HIGHWAY NO. 167 FOR 7.2 MILES DL1283'TO A GRAVELED SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK DL1283'AS DESCRIBED. TURN RIGHT, EAST, ON THE GRAVELED ROAD FOR DL1283'0.4 MILE TO THE STATION AS DESCRIBED. DL1283' DL1283'HEIGHT OF LIGHT ABOVE STATION MARK--34 METERS. DL1283 DL1283 STATION RECOVERY (1964) DL1283 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT) DL1283'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND DL1283'FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND TO BE DL1283'LEANING AT A 45 DEGREE ANGLE. A NEW AZIMUTH MARK COULD NOT BE DL1283'ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM DL1283'THE GROUND. DL1283' DL1283'THE 1952 RECOVEREY NOTE IS ADEQUATE FOR RECOVERY OF STATION. DL1283 DL1283 STATION RECOVERY (1973) DL1283 DL1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (AJK) DL1283'THE AZIMUTH MARK WAS REPORTED LEANING AT A 45 DEGREE ANGLE DL1283'IN 1964. IT WAS NOT RECOVERED AT THIS DATE. PROBABLY DESTROYED. DL1283' DL1283'(STA. AND R.M.S 1 AND 2 OK) DL1283 DL1283 STATION RECOVERY (1981) DL1283 DL1283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JS) DL1283'BUD 1942 RECOVERED GOOD. DL1283' DL1283'RM NO. 1 AND NO. 2 RECOVERED GOOD. DL1283' DL1283'THE RANGERS HOUSE HAS BURNED TO THE GROUND. DL1283' DL1283'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTH OF DL1283'HAMPTON, ARKANSAS. DL1283 DL1283 STATION RECOVERY (1989) DL1283 DL1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DL1283'STATION MARK WAS RECOVERED IN GOOD CONDITION. OTHER MARKS NOT DL1283'SEARCHED FOR. STATION IS LOCATED ABOUT 19.6 KM (12.2 MI) SOUTHWEST DL1283'OF FORDYCE, 15.4 KM (9.6 MI) SOUTH OF THORNTON, AND 11.4 KM (7.1 MI) DL1283'NORTH OF HAMPTON. OWNERSHIP--STATE OF ARKANSAS. DL1283'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 79 AND 167B IN DL1283'THORNTON, GO SOUTHEAST ON U.S.HIGHWAY 167B FOR 2.58 KM (1.60 MI) TO A DL1283'T-JUNCTION. TURN RIGHT AND GO SOUTHERLY ON U.S.HIGHWAY 167 FOR 13.35 DL1283'KM (8.30 MI) TO A GRAVELED ROAD ON THE LEFT. TURN LEFT AND GO EAST DL1283'ON THE GRAVELED ROAD FOR 0.71 KM (0.44 MI) TO THE STATION AND A DL1283'LOOKOUT TOWER ON THE LEFT. DL1283'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---BUD 1942---. DL1283'SET IN THE TOP OF AN 30 CM SQUARE CONCRETE POST THAT PROJECTS 12 CM DL1283'ABOVE THE GROUND. IT IS 25.7 M (84.3 FT) NORTHWEST OF THE NORTHWEST DL1283'LEG OF A LOOKOUT TOWER, 20.5 M (67.3 FT) EAST-NORTHEAST OF THE CENTER DL1283'OF A GRAVELED ROAD, 9.8 M (32.2 FT) NORTH-NORTHWEST OF THE CENTER OF DL1283'A DRIVEWAY, AND 0.6 M (2.0 FT) WEST OF A CARSONITE WITNESS POST. DL1283'DESCRIBED BY E.J.HANSMANN. DL1283 DL1283 STATION RECOVERY (1990) DL1283 DL1283'RECOVERED 1990 DL1283'RECOVERED IN GOOD CONDITION. DL1283 DL1283 STATION RECOVERY (1992) DL1283 DL1283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 DL1283'RECOVERED IN GOOD CONDITION. DL1283 DL1283 STATION RECOVERY (2005) DL1283 DL1283'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL1283'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL1279 *********************************************************************** DL1279 DESIGNATION - HARRELL DL1279 PID - DL1279 DL1279 STATE/COUNTY- AR/CALHOUN DL1279 USGS QUAD - HAMPTON (1985) DL1279 DL1279 *CURRENT SURVEY CONTROL DL1279 ___________________________________________________________________ DL1279* NAD 83(1997)- 33 30 34.97572(N) 092 23 57.84362(W) ADJUSTED DL1279* NAVD 88 - 61.49 (+/-2cm) 201.7 (feet) VERTCON DL1279 ___________________________________________________________________ DL1279 LAPLACE CORR- 0.65 (seconds) DEFLEC99 DL1279 GEOID HEIGHT- -26.11 (meters) GEOID03 DL1279 DL1279 HORZ ORDER - FIRST DL1279 VERT ORDER - THIRD ? (See Below) DL1279 DL1279.The horizontal coordinates were established by classical geodetic methods DL1279.and adjusted by the National Geodetic Survey in September 1999. DL1279 DL1279.The NAVD 88 height was computed by applying the VERTCON shift value to DL1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DL1279.The vertical order pertains to the NGVD 29 superseded value. DL1279 DL1279.The Laplace correction was computed from DEFLEC99 derived deflections. DL1279 DL1279.The geoid height was determined by GEOID03. DL1279 DL1279; North East Units Scale Factor Converg. DL1279;SPC AR S - 493,577.441 362,892.363 MT 0.99996012 -0 13 24.7 DL1279;UTM 15 - 3,707,957.776 555,781.032 MT 0.99963836 +0 19 53.7 DL1279 DL1279! - Elev Factor x Scale Factor = Combined Factor DL1279!SPC AR S - 0.99999445 x 0.99996012 = 0.99995457 DL1279!UTM 15 - 0.99999445 x 0.99963836 = 0.99963281 DL1279 DL1279: Primary Azimuth Mark Grid Az DL1279:SPC AR S - HARRELL AZ MK 130 31 25.9 DL1279:UTM 15 - HARRELL AZ MK 129 58 07.5 DL1279 DL1279|---------------------------------------------------------------------| DL1279| PID Reference Object Distance Geod. Az | DL1279| dddmmss.s | DL1279| DL1282 HARRELL RM 2 26.756 METERS 00108 | DL1279| DL0031 TT 14 B 101.491 METERS 04357 | DL1279| CY6188 HARRELL AZ MK 1301801.2 | DL1279| CY6189 HARRELL RM 1 28.540 METERS 24043 | DL1279| DL1280 HAMPTON MUNICIPAL TANK APPROX. 7.3 KM 2950023.6 | DL1279|---------------------------------------------------------------------| DL1279 DL1279 SUPERSEDED SURVEY CONTROL DL1279 DL1279 NAD 83(1997)- 33 30 34.98579(N) 092 23 57.83657(W) AD( ) 1 DL1279 NAD 83(1986)- 33 30 34.98698(N) 092 23 57.83680(W) AD( ) 1 DL1279 NAD 27 - 33 30 34.58000(N) 092 23 57.29700(W) AD( ) 1 DL1279 NGVD 29 (07/19/86) 61.54 (m) 201.9 (f) LEVELING 3 DL1279 DL1279.Superseded values are not recommended for survey control. DL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL1279.See file dsdata.txt to determine how the superseded data were derived. DL1279 DL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5578107958(NAD 83) DL1279_MARKER: DS = TRIANGULATION STATION DISK DL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL1279_SP_SET: CONCRETE POST DL1279_STAMPING: HARRELL 1952 DL1279_MARK LOGO: CGS DL1279_MAGNETIC: O = OTHER; SEE DESCRIPTION DL1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL1279+STABILITY: SURFACE MOTION DL1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DL1279+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005 DL1279 DL1279 HISTORY - Date Condition Report By DL1279 HISTORY - 1952 MONUMENTED CGS DL1279 HISTORY - 1952 GOOD CGS DL1279 HISTORY - 1964 GOOD CGS DL1279 HISTORY - 1965 GOOD CGS DL1279 HISTORY - 19921128 GOOD NOS DL1279 HISTORY - 20050920 GOOD ARHD DL1279 DL1279 STATION DESCRIPTION DL1279 DL1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM) DL1279'THE STATION IS LOCATED IN THE TOWN OF HARRELL, ON LAND OWNED BY DL1279'THE JONES BROTHERS, ABOUT 470 FEET SOUTHEAST OF THE DEPOT, 84 DL1279'FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, 64 FEET DL1279'SOUTHWEST OF A TELEPHONE POLE AND 8 FEET WEST OF A WHITE DL1279'4 IN X 4 IN WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE DL1279'STATION GO NORTHWEST 0.05 MILE TO STATE HIGHWAY 4, TURN RIGHT DL1279'AND GO SOUTHEAST ON THE HIGHWAY FOR 0.15 MILE TO A Y-JUNCTION, DL1279'TURN RIGHT AND GO EASTERLY ON A GRAVELED STREET FOR 0.05 MILE DL1279'TO THE MARK ON THE LEFT. DL1279' DL1279'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DL1279'HARRELL 1952. DL1279' DL1279'REFERENCE MARK 1 IS 37 FEET NORTHWEST OF A FENCE CORNER DL1279'AND 64 FEET SOUTH OF AN 18-INCH GUM TREE. THE MARK PROJECTS 6 DL1279'INCHES AND THE DISK IS STAMPED HARRELL NO 1 1952. DL1279' DL1279'REFERENCE MARK 2 IS 50 FEET WEST OF A FENCE CORNER AND 93 FEET DL1279'NORTHEAST OF THE GUM TREE. THE MARK PROJECTS 6 INCHES AND THE DL1279'DISK IS STAMPED HARRELL NO 2 1952. DL1279' DL1279'THE AZIMUTH MARK IS 69 FEET EAST OF A POWER LINE POLE, 34 FEET DL1279'SOUTHEAST OF THE CENTER OF A GRAVELED STREET, 22 FEET NORTH DL1279'OF THE NORTH CORNER OF A HOUSE AND 1 FOOT NORTHEAST OF A FENCE. DL1279'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARRELL 1952. DL1279' DL1279'TT 14B(USGS) IS 157 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF DL1279'THE DEPOT, 33 FEET NORTHEAST OF THE CENTER OF HIGHWAY 4, 30 DL1279'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 7 FEET DL1279'NORTHEAST OF A TELEPHONE POLE. THE MARK IS A BRONZE DISK OF THE DL1279'UNITED STATES GEOLOGICAL SURVEY SET IN THE TOP OF A 6-INCH SQUARE DL1279'CONCRETE POST THAT PROJECTS 1 INCH. THE DISK IS STAMPED TT 14 B DL1279'1933 204. DL1279' DL1279'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. DL1279 DL1279 STATION RECOVERY (1952) DL1279 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 DL1279'RECOVERED IN GOOD CONDITION. DL1279 DL1279 STATION RECOVERY (1964) DL1279 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT) DL1279'STATION RECOVERED AS DESCRIBED AND IS 14.5 FEET SOUTHEAST OF A DL1279'WOVEN WIRE FENCE. R.M. NO. 1 AND R.M. NO. 2 ARE IN AN OPEN DL1279'PASTURE TO THE WEST OF THE STATION. TT 14 B (USGS) IS 36 DL1279'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4, 30 FEET DL1279'WEST OF THE WEST RAIL, 3.8 FEET SOUTH OF A TELEPHONE POLE AND DL1279'2 INCHES BELOW SURFACE OF GROUND. TO REACH THE AZIMUTH MARK, DL1279'FROM THE RAILROAD CROSSING SOUTH OF RAILROAD STATION, GO EAST DL1279'ON HIGHWAY FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK STRAIGHT DL1279'AHEAD FOR 0.05 MILE TO CROSS-STREETS, TURN RIGHT AND GO DL1279'SOUTH FOR 0.1 MILE TO CROSS-STREETS AND MARK IN SOUTHEAST DL1279'ANGLE OF STREETS AS ORIGINALLY DESCRIBED. DL1279 DL1279 STATION RECOVERY (1965) DL1279 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW) DL1279'STATION MARK, REFERENCE MARKS NO. 1 AND 2, THE AZIMUTH MARK AND DL1279'TT 14B (USGS) 1933 WERE RECOVERED IN GOOD CONDITION. DL1279' DL1279'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND DL1279'FOUND TO BE CORRECT. DL1279' DL1279'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2 AND THE DL1279'DISTANCE IS SHOWN BELOW. DL1279' DL1279'1965 OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER. DL1279 DL1279 STATION RECOVERY (1992) DL1279 DL1279'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 DL1279'RECOVERED IN GOOD CONDITION. DL1279 DL1279 STATION RECOVERY (2005) DL1279 DL1279'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL1279'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL0175 *********************************************************************** DL0175 DESIGNATION - TTS 13 T DL0175 PID - DL0175 DL0175 STATE/COUNTY- AR/CALHOUN DL0175 USGS QUAD - ARTESIAN (1981) DL0175 DL0175 *CURRENT SURVEY CONTROL DL0175 ___________________________________________________________________ DL0175* NAD 83(1986)- 33 22 40. (N) 092 28 55. (W) SCALED DL0175* NAVD 88 - 29.258 (meters) 95.99 (feet) ADJUSTED DL0175 ___________________________________________________________________ DL0175 GEOID HEIGHT- -26.25 (meters) GEOID03 DL0175 DYNAMIC HT - 29.227 (meters) 95.89 (feet) COMP DL0175 MODELED GRAV- 979,581.3 (mgal) NAVD 88 DL0175 DL0175 VERT ORDER - SECOND CLASS 0 DL0175 DL0175.The horizontal coordinates were scaled from a topographic map and have DL0175.an estimated accuracy of +/- 6 seconds. DL0175 DL0175.The orthometric height was determined by differential leveling DL0175.and adjusted by the National Geodetic Survey in June 1991. DL0175 DL0175.The geoid height was determined by GEOID03. DL0175 DL0175.The dynamic height is computed by dividing the NAVD 88 DL0175.geopotential number by the normal gravity value computed on the DL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0175.degrees latitude (g = 980.6199 gals.). DL0175 DL0175.The modeled gravity was interpolated from observed gravity values. DL0175 DL0175; North East Units Estimated Accuracy DL0175;SPC AR S - 478,980. 355,160. MT (+/- 180 meters Scaled) DL0175 DL0175 SUPERSEDED SURVEY CONTROL DL0175 DL0175 NGVD 29 (??/??/92) 29.303 (m) 96.14 (f) ADJ UNCH 2 0 DL0175 DL0175.Superseded values are not recommended for survey control. DL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0175.See file dsdata.txt to determine how the superseded data were derived. DL0175 DL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS481932(NAD 83) DL0175_MARKER: DD = SURVEY DISK DL0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT DL0175_STAMPING: TT 13 T 1933 DL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0175+STABILITY: SURFACE MOTION DL0175 DL0175 HISTORY - Date Condition Report By DL0175 HISTORY - 1933 MONUMENTED USGS DL0175 HISTORY - 1964 GOOD NGS DL0175 HISTORY - 20050919 MARK NOT FOUND ARHD DL0175 DL0175 STATION DESCRIPTION DL0175 DL0175'DESCRIBED BY US GEOLOGICAL SURVEY 1933 DL0175'5.1 MI NE FROM CALION. DL0175'IN CALHOUN COUNTY, 5.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND DL0175'AND PACIFIC RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 375 DL0175'FEET EAST OF POLE 83/21, 350 FEET EAST OF THE CENTER OF A ROAD DL0175'CROSSING, IN THE NORTHEAST CORNER OF THE INTERSECTION OF TWO COUNTY DL0175'ROADS, 43.4 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, DL0175'34.7 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 7.9 DL0175'FEET NORTHWEST OF A 14-INCH PINE TREE. A UNITED STATES GEOLOGICAL DL0175'SURVEY STANDARD DISK, STAMPED TT 13 T 1933 AND SET IN THE TOP OF A DL0175'CONCRETE POST. DL0175 DL0175 STATION RECOVERY (1964) DL0175 DL0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 DL0175'RECOVERED IN GOOD CONDITION. DL0175 DL0175 STATION RECOVERY (2005) DL0175 DL0175'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL0175'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL0296 *********************************************************************** DL0296 DESIGNATION - V 246 DL0296 PID - DL0296 DL0296 STATE/COUNTY- AR/CALHOUN DL0296 USGS QUAD - CALION (1978) DL0296 DL0296 *CURRENT SURVEY CONTROL DL0296 ___________________________________________________________________ DL0296* NAD 83(1986)- 33 20 44. (N) 092 30 50. (W) SCALED DL0296* NAVD 88 - 30.250 (meters) 99.25 (feet) ADJUSTED DL0296 ___________________________________________________________________ DL0296 GEOID HEIGHT- -26.27 (meters) GEOID03 DL0296 DYNAMIC HT - 30.218 (meters) 99.14 (feet) COMP DL0296 MODELED GRAV- 979,580.3 (mgal) NAVD 88 DL0296 DL0296 VERT ORDER - SECOND CLASS 0 DL0296 DL0296.The horizontal coordinates were scaled from a topographic map and have DL0296.an estimated accuracy of +/- 6 seconds. DL0296 DL0296.The orthometric height was determined by differential leveling DL0296.and adjusted by the National Geodetic Survey in June 1991. DL0296 DL0296.The geoid height was determined by GEOID03. DL0296 DL0296.The dynamic height is computed by dividing the NAVD 88 DL0296.geopotential number by the normal gravity value computed on the DL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0296.degrees latitude (g = 980.6199 gals.). DL0296 DL0296.The modeled gravity was interpolated from observed gravity values. DL0296 DL0296; North East Units Estimated Accuracy DL0296;SPC AR S - 475,420. 352,160. MT (+/- 180 meters Scaled) DL0296 DL0296 SUPERSEDED SURVEY CONTROL DL0296 DL0296 NGVD 29 (??/??/92) 30.292 (m) 99.38 (f) ADJ UNCH 2 0 DL0296 DL0296.Superseded values are not recommended for survey control. DL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0296.See file dsdata.txt to determine how the superseded data were derived. DL0296 DL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS452897(NAD 83) DL0296_MARKER: DB = BENCH MARK DISK DL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT DL0296_STAMPING: V 246 1938 DL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0296+STABILITY: SURFACE MOTION DL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DL0296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005 DL0296 DL0296 HISTORY - Date Condition Report By DL0296 HISTORY - 1938 MONUMENTED CGS DL0296 HISTORY - 1964 GOOD NGS DL0296 HISTORY - 20050919 GOOD ARHD DL0296 DL0296 STATION DESCRIPTION DL0296 DL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 DL0296'2.0 MI NE FROM CALION. DL0296'2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC DL0296'RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 50 FEET NORTH OF DL0296'THE FIFTH POLE NORTH OF MILEPOST 87, 8-1/4 RAILS SOUTH OF A DL0296'SECTION-CAR SIDING, 6 FEET EAST OF THE EAST RAIL, AND ON A FILL. SET DL0296'IN TOP OF CONCRETE POST. DL0296 DL0296 STATION RECOVERY (2005) DL0296 DL0296'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL0296'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL0177 *********************************************************************** DL0177 DESIGNATION - X 81 DL0177 PID - DL0177 DL0177 STATE/COUNTY- AR/CALHOUN DL0177 USGS QUAD - ARTESIAN (1981) DL0177 DL0177 *CURRENT SURVEY CONTROL DL0177 ___________________________________________________________________ DL0177* NAD 83(1986)- 33 24 07. (N) 092 28 08. (W) SCALED DL0177* NAVD 88 - 32.214 (meters) 105.69 (feet) ADJUSTED DL0177 ___________________________________________________________________ DL0177 GEOID HEIGHT- -26.23 (meters) GEOID03 DL0177 DYNAMIC HT - 32.180 (meters) 105.58 (feet) COMP DL0177 MODELED GRAV- 979,584.6 (mgal) NAVD 88 DL0177 DL0177 VERT ORDER - SECOND CLASS 0 DL0177 DL0177.The horizontal coordinates were scaled from a topographic map and have DL0177.an estimated accuracy of +/- 6 seconds. DL0177 DL0177.The orthometric height was determined by differential leveling DL0177.and adjusted by the National Geodetic Survey in June 1991. DL0177 DL0177.The geoid height was determined by GEOID03. DL0177 DL0177.The dynamic height is computed by dividing the NAVD 88 DL0177.geopotential number by the normal gravity value computed on the DL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0177.degrees latitude (g = 980.6199 gals.). DL0177 DL0177.The modeled gravity was interpolated from observed gravity values. DL0177 DL0177; North East Units Estimated Accuracy DL0177;SPC AR S - 481,650. 356,380. MT (+/- 180 meters Scaled) DL0177 DL0177 SUPERSEDED SURVEY CONTROL DL0177 DL0177 NGVD 29 (??/??/92) 32.261 (m) 105.84 (f) ADJ UNCH 2 0 DL0177 DL0177.Superseded values are not recommended for survey control. DL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0177.See file dsdata.txt to determine how the superseded data were derived. DL0177 DL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS493959(NAD 83) DL0177_MARKER: DB = BENCH MARK DISK DL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT DL0177_STAMPING: X 81 1935 DL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0177+STABILITY: SURFACE MOTION DL0177 DL0177 HISTORY - Date Condition Report By DL0177 HISTORY - 1935 MONUMENTED CGS DL0177 HISTORY - 1964 GOOD NGS DL0177 HISTORY - 1977 MARK NOT FOUND USGS DL0177 HISTORY - 20050919 MARK NOT FOUND ARHD DL0177 DL0177 STATION DESCRIPTION DL0177 DL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DL0177'7.0 MI NE FROM CALION. DL0177'IN CALHOUN COUNTY, 7.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND DL0177'AND PACIFIC RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 200 DL0177'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION AT ARTESIAN, DL0177'87.7 FEET SOUTHEAST OF POLE 81/26, 47 FEET EAST OF THE CENTER LINE OF DL0177'THE TRACK, 3.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 2.5 DL0177'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF AN DL0177'EAST-AND-WEST FENCE. A STANDARD DISK, STAMPED X 81 1935 AND SET IN DL0177'THE TOP OF A CONCRETE POST. NOTE-- ABOUT 180 FEET NORTHEAST OF DL0177'CROSSROADS, 47 FEET EAST OF CENTERLINE OF TRACK, OPPOSITE 5TH. POLE DL0177'NORTHEAST OF MILEPOST 82, 20 FEET NORTHWEST OF CENTERLINE OF A ROAD DL0177'AND 2.5 FEET NORTH OF A SQUARE POST. DL0177 DL0177 STATION RECOVERY (1964) DL0177 DL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 DL0177'RECOVERED IN GOOD CONDITION. DL0177 DL0177 STATION RECOVERY (1977) DL0177 DL0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 DL0177'MARK NOT FOUND. DL0177 DL0177 STATION RECOVERY (2005) DL0177 DL0177'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL0177'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL0179 *********************************************************************** DL0179 DESIGNATION - Y 81 DL0179 PID - DL0179 DL0179 STATE/COUNTY- AR/CALHOUN DL0179 USGS QUAD - ARTESIAN (1981) DL0179 DL0179 *CURRENT SURVEY CONTROL DL0179 ___________________________________________________________________ DL0179* NAD 83(1986)- 33 25 37. (N) 092 27 16. (W) SCALED DL0179* NAVD 88 - 36.052 (meters) 118.28 (feet) ADJUSTED DL0179 ___________________________________________________________________ DL0179 GEOID HEIGHT- -26.20 (meters) GEOID03 DL0179 DYNAMIC HT - 36.014 (meters) 118.16 (feet) COMP DL0179 MODELED GRAV- 979,587.9 (mgal) NAVD 88 DL0179 DL0179 VERT ORDER - SECOND CLASS 0 DL0179 DL0179.The horizontal coordinates were scaled from a topographic map and have DL0179.an estimated accuracy of +/- 6 seconds. DL0179 DL0179.The orthometric height was determined by differential leveling DL0179.and adjusted by the National Geodetic Survey in June 1991. DL0179 DL0179.The geoid height was determined by GEOID03. DL0179 DL0179.The dynamic height is computed by dividing the NAVD 88 DL0179.geopotential number by the normal gravity value computed on the DL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0179.degrees latitude (g = 980.6199 gals.). DL0179 DL0179.The modeled gravity was interpolated from observed gravity values. DL0179 DL0179; North East Units Estimated Accuracy DL0179;SPC AR S - 484,420. 357,740. MT (+/- 180 meters Scaled) DL0179 DL0179 SUPERSEDED SURVEY CONTROL DL0179 DL0179 NGVD 29 (??/??/92) 36.100 (m) 118.44 (f) ADJ UNCH 2 0 DL0179 DL0179.Superseded values are not recommended for survey control. DL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0179.See file dsdata.txt to determine how the superseded data were derived. DL0179 DL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS507987(NAD 83) DL0179_MARKER: DB = BENCH MARK DISK DL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT DL0179_STAMPING: Y 81 1935 DL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0179+STABILITY: SURFACE MOTION DL0179 DL0179 HISTORY - Date Condition Report By DL0179 HISTORY - 1935 MONUMENTED CGS DL0179 HISTORY - 1964 GOOD NGS DL0179 HISTORY - 1977 MARK NOT FOUND USGS DL0179 HISTORY - 20050920 MARK NOT FOUND ARHD DL0179 DL0179 STATION DESCRIPTION DL0179 DL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DL0179'6.7 MI S FROM HARRELL. DL0179'6.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD DL0179'FROM THE STATION AT HARRELL, CALHOUN COUNTY, 300 FEET EAST OF THE OLD DL0179'BLAND SCHOOL, 115 FEET SOUTHEAST OF POLE 80/2, 69.3 FEET NORTHEAST OF DL0179'THE CENTER OF A ROAD CROSSING, 46.9 FEET EAST OF THE CENTER LINE OF DL0179'THE TRACK, 6.6 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE, 3.7 FEET DL0179'EAST OF A POLE, AND 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE. A DL0179'STANDARD DISK, STAMPED Y 81 1935 AND SET IN THE TOP OF A CONCRETE DL0179'POST. DL0179 DL0179 STATION RECOVERY (1964) DL0179 DL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 DL0179'RECOVERED IN GOOD CONDITION. DL0179 DL0179 STATION RECOVERY (1977) DL0179 DL0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 DL0179'MARK NOT FOUND. DL0179 DL0179 STATION RECOVERY (2005) DL0179 DL0179'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL0179'LAND OWNER VERIFIED LOCATION AND DESTRUCTION OF STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DL0180 *********************************************************************** DL0180 DESIGNATION - Z 246 DL0180 PID - DL0180 DL0180 STATE/COUNTY- AR/CALHOUN DL0180 USGS QUAD - ARTESIAN (1981) DL0180 DL0180 *CURRENT SURVEY CONTROL DL0180 ___________________________________________________________________ DL0180* NAD 83(1986)- 33 26 23. (N) 092 26 52. (W) SCALED DL0180* NAVD 88 - 41.776 (meters) 137.06 (feet) ADJUSTED DL0180 ___________________________________________________________________ DL0180 GEOID HEIGHT- -26.19 (meters) GEOID03 DL0180 DYNAMIC HT - 41.732 (meters) 136.92 (feet) COMP DL0180 MODELED GRAV- 979,589.5 (mgal) NAVD 88 DL0180 DL0180 VERT ORDER - SECOND CLASS 0 DL0180 DL0180.The horizontal coordinates were scaled from a topographic map and have DL0180.an estimated accuracy of +/- 6 seconds. DL0180 DL0180.The orthometric height was determined by differential leveling DL0180.and adjusted by the National Geodetic Survey in June 1991. DL0180 DL0180.The geoid height was determined by GEOID03. DL0180 DL0180.The dynamic height is computed by dividing the NAVD 88 DL0180.geopotential number by the normal gravity value computed on the DL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0180.degrees latitude (g = 980.6199 gals.). DL0180 DL0180.The modeled gravity was interpolated from observed gravity values. DL0180 DL0180; North East Units Estimated Accuracy DL0180;SPC AR S - 485,830. 358,360. MT (+/- 180 meters Scaled) DL0180 DL0180 SUPERSEDED SURVEY CONTROL DL0180 DL0180 NGVD 29 (??/??/92) 41.824 (m) 137.22 (f) ADJ UNCH 2 0 DL0180 DL0180.Superseded values are not recommended for survey control. DL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0180.See file dsdata.txt to determine how the superseded data were derived. DL0180 DL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT513001(NAD 83) DL0180_MARKER: DB = BENCH MARK DISK DL0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT DL0180_STAMPING: Z 246 1938 DL0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0180+STABILITY: SURFACE MOTION DL0180 DL0180 HISTORY - Date Condition Report By DL0180 HISTORY - 1938 MONUMENTED CGS DL0180 HISTORY - 1964 GOOD NGS DL0180 HISTORY - 1977 MARK NOT FOUND USGS DL0180 HISTORY - 20050920 MARK NOT FOUND ARHD DL0180 DL0180 STATION DESCRIPTION DL0180 DL0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 DL0180'5.6 MI SW FROM HARRELL. DL0180'5.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC DL0180'RAILROAD FROM THE STATION AT HARRELL, CALHOUN COUNTY, 0.1 MILE WEST OF DL0180'MILEPOST 79, 48 FEET EAST OF THE EAST RAIL, AND 4 FEET NORTHEAST OF A DL0180'POLE. A STANDARD DISK, STAMPED Z 246 1938 AND SET IN THE TOP OF A DL0180'CONCRETE POST. NOTE-- ABOUT 3 2/3 POLES SOUTHWEST OF MILEPOST 79, 48 DL0180'FEET EAST OF EAST RAIL AND 8 1/2 FEET NORTHEAST OF A POLE. DL0180 DL0180 STATION RECOVERY (1964) DL0180 DL0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 DL0180'RECOVERED IN GOOD CONDITION. DL0180 DL0180 STATION RECOVERY (1977) DL0180 DL0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 DL0180'MARK NOT FOUND. DL0180 DL0180 STATION RECOVERY (2005) DL0180 DL0180'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA) DL0180'MARK NOT FOUND.