1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DK1990 *********************************************************************** DK1990 DESIGNATION - BANQUETTE 2 DK1990 PID - DK1990 DK1990 STATE/COUNTY- AR/DESHA DK1990 USGS QUAD - YANCOPIN (1972) DK1990 DK1990 *CURRENT SURVEY CONTROL DK1990 ___________________________________________________________________ DK1990* NAD 83(1997)- 33 54 54.77026(N) 091 09 43.10546(W) ADJUSTED DK1990* NAVD 88 - 53.47 (+/-2cm) 175.4 (feet) VERTCON DK1990 ___________________________________________________________________ DK1990 LAPLACE CORR- -1.18 (seconds) DEFLEC99 DK1990 GEOID HEIGHT- -26.34 (meters) GEOID99 DK1990 DK1990 HORZ ORDER - FIRST DK1990 VERT ORDER - THIRD ? (See Below) DK1990 DK1990.The horizontal coordinates were established by classical geodetic methods DK1990.and adjusted by the National Geodetic Survey in September 1999. DK1990 DK1990.The NAVD 88 height was computed by applying the VERTCON shift value to DK1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DK1990.The vertical order pertains to the superseded datum. DK1990 DK1990.The Laplace correction was computed from DEFLEC99 derived deflections. DK1990 DK1990.The geoid height was determined by GEOID99. DK1990 DK1990; North East Units Scale Converg. DK1990;SPC AR S - 538,796.123 477,490.695 MT 0.99992062 +0 28 08.5 DK1990;UTM 15 - 3,754,276.149 669,917.282 MT 0.99995593 +1 01 32.9 DK1990 DK1990: Primary Azimuth Mark Grid Az DK1990:SPC AR S - BANQUETTE 2 AZ MK 301 48 06.4 DK1990:UTM 15 - BANQUETTE 2 AZ MK 301 14 42.0 DK1990 DK1990|---------------------------------------------------------------------| DK1990| PID Reference Object Distance Geod. Az | DK1990| dddmmss.s | DK1990| CY5225 BANQUETTE 2 RM 3 30.456 METERS 16514 | DK1990| CY5224 BANQUETTE 2 AZ MK 3021614.9 | DK1990| CY5226 BANQUETTE 2 RM 4 26.908 METERS 30715 | DK1990|---------------------------------------------------------------------| DK1990 DK1990 SUPERSEDED SURVEY CONTROL DK1990 DK1990 NAD 83(1997)- 33 54 54.77356(N) 091 09 43.10433(W) AD( ) 1 DK1990 NAD 83(1986)- 33 54 54.77662(N) 091 09 43.10149(W) AD( ) 1 DK1990 NAD 27 - 33 54 54.39787(N) 091 09 42.69490(W) AD( ) 1 DK1990 NGVD 29 - 53.55 (m) 175.7 (f) LEVELING 3 DK1990 DK1990.Superseded values are not recommended for survey control. DK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK1990.See file dsdata.txt to determine how the superseded data were derived. DK1990 DK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6991754276(NAD 83) DK1990_MARKER: DS = TRIANGULATION STATION DISK DK1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK1990+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1998 DK1990 DK1990 HISTORY - Date Condition Report By DK1990 HISTORY - 1964 MONUMENTED CGS DK1990 HISTORY - 19720203 GOOD USGS DK1990 HISTORY - 19980407 GOOD USACE DK1990 DK1990 STATION DESCRIPTION DK1990 DK1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT) DK1990'STATION IS ABOUT 8 MILES SOUTHEAST OF WATSON, 6 MILES EAST OF DK1990'KELSO, AND ON PROPERTY OF THE MC GEHEE LEVEE BOARD. DK1990' DK1990'TO REACH FROM THE RAILROAD DEPOT IN WATSON, GO SOUTHEAST ON STATE DK1990'HIGHWAY 1 FOR 0.15 MILE TO A REVERSE-Y. TURN LEFT AND GO DK1990'NORTHERLY ON THE BLACKTOP AND GRAVELED ROAD FOR 3.85 MILES TO A DK1990'T-ROAD INTERSECTION WITH A LEVEE STRAIGHT AHEAD AND A RAILROAD DK1990'TRESTLE ON THE LEFT. TURN RIGHT ON THE GRAVELED ROAD AND GO DK1990'SOUTHERLY ON THE TOP OF THE LEVEE ROAD FOR 3.5 MILES TO A CATTLE DK1990'GUARD. CONTINUE EASTERLY ON THE GRAVELED ROAD FOR 0.4 MILE TO DK1990'THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD RIGHT LEADING TO A DK1990'FARMHOUSE. CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR 0.45 DK1990'MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING A TRACK DK1990'CROSSROAD. DK1990' DK1990'STATION MARKS ARE STANDARD DISK STAMPED BANQUETTE 2 1964. THE DK1990'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH DK1990'WITH THE SURFACE OF THE GROUND. IT IS 105 FEET SOUTHEAST OF DK1990'LEVEE MARKER 3800, 77 FEET NORTH OF THE CROSSROAD INTERSECTION, DK1990'42 FEET SOUTH OF A WOODEN RIVER GUAGE FASTENED TO A STEEL PIPE, DK1990'AND 21 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD. DK1990'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 DK1990'INCHES BELOW THE SURFACE OF THE GROUND. DK1990' DK1990'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BANQUETTE 2 NO 3 DK1990'1964, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE DK1990'SURFACE OF THE GROUND. IT IS 21 FEET SOUTHWEST OF THE DK1990'INTERSECTION, 19 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, DK1990'AND 18 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD. DK1990' DK1990'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BANQUETTE 2 NO 4 DK1990'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE DK1990'SURFACE OF THE GROUND. IT IS 60 FEET WEST OF THE RIVER GAUGE, 39 DK1990'FEET EAST OF THE LEVEE MARKER 3800, AND 20 FEET NORTHEAST OF THE DK1990'CENTERLINE OF THE GRAVELED ROAD. DK1990' DK1990'THE AZIMUTH MARK, A STANDARD DISK STAMPED BANQUETTE 2 1964, DK1990'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE DK1990'SURFACE OF THE GROUND. IT IS 28 FEET NORTH OF THE INTERSECTION OF DK1990'THE GRAVELED ROAD AND THE SIDE ROAD RIGHT, 24 FEET NORTHEAST DK1990'OF MR. LESTER JOHNSONS MAIL BOX, AND 13 FEET NORTHEAST OF THE DK1990'CENTERLINE OF THE GRAVELED ROAD. DK1990' DK1990'NOTE--REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION. DK1990' DK1990'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS. DK1990 DK1990 STATION RECOVERY (1972) DK1990 DK1990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RSP) DK1990'RECOVERED IN GOOD CONDITION. DK1990 DK1990 STATION RECOVERY (1998) DK1990 DK1990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG) DK1990'SET A POST 1 FOOT AWAY WITH SIGN. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DK0833 *********************************************************************** DK0833 DESIGNATION - YANCOPIN DK0833 PID - DK0833 DK0833 STATE/COUNTY- AR/DESHA DK0833 USGS QUAD - YANCOPIN (1972) DK0833 DK0833 *CURRENT SURVEY CONTROL DK0833 ___________________________________________________________________ DK0833* NAD 83(1997)- 33 56 26.35769(N) 091 13 07.69732(W) ADJUSTED DK0833* NAVD 88 - 50.326 (meters) 165.11 (feet) ADJUSTED DK0833 ___________________________________________________________________ DK0833 LAPLACE CORR- -1.48 (seconds) DEFLEC99 DK0833 GEOID HEIGHT- -26.28 (meters) GEOID99 DK0833 DYNAMIC HT - 50.275 (meters) 164.94 (feet) COMP DK0833 MODELED GRAV- 979,638.8 (mgal) NAVD 88 DK0833 DK0833 HORZ ORDER - FIRST DK0833 VERT ORDER - FIRST CLASS II DK0833 DK0833.The horizontal coordinates were established by classical geodetic methods DK0833.and adjusted by the National Geodetic Survey in September 1999. DK0833 DK0833.The orthometric height was determined by differential leveling DK0833.and adjusted by the National Geodetic Survey in June 1991. DK0833.WARNING-Repeat measurements at this control monument indicate possible DK0833.vertical movement. DK0833 DK0833.The Laplace correction was computed from DEFLEC99 derived deflections. DK0833 DK0833.The geoid height was determined by GEOID99. DK0833 DK0833.The dynamic height is computed by dividing the NAVD 88 DK0833.geopotential number by the normal gravity value computed on the DK0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0833.degrees latitude (g = 980.6199 gals.). DK0833 DK0833.The modeled gravity was interpolated from observed gravity values. DK0833 DK0833; North East Units Scale Converg. DK0833;SPC AR S - 541,576.193 472,214.207 MT 0.99991980 +0 26 14.0 DK0833;UTM 15 - 3,757,004.849 664,613.880 MT 0.99993405 +0 59 41.0 DK0833 DK0833: Primary Azimuth Mark Grid Az DK0833:SPC AR S - YANCOPIN AZ MK RESET 244 58 29.1 DK0833:UTM 15 - YANCOPIN AZ MK RESET 244 25 02.1 DK0833 DK0833|---------------------------------------------------------------------| DK0833| PID Reference Object Distance Geod. Az | DK0833| dddmmss.s | DK0833| DK0832 YANCOPIN RM 1 62.490 METERS 20626 | DK0833| DK2015 WATSON MUNICIPAL TANK APPROX. 6.0 KM 2143509.4 | DK0833| CY7215 YANCOPIN AZ MK RESET 2452443.1 | DK0833| DK0834 YANCOPIN RM 3 51.200 METERS 27127 | DK0833| CY7216 YANCOPIN RM 2 71.968 METERS 27604 | DK0833| DK0830 YANCOPIN AZ MK 2984338.4 | DK0833|---------------------------------------------------------------------| DK0833 DK0833 SUPERSEDED SURVEY CONTROL DK0833 DK0833 NAD 83(1997)- 33 56 26.36200(N) 091 13 07.69461(W) AD( ) 1 DK0833 NAD 83(1986)- 33 56 26.36447(N) 091 13 07.69312(W) AD( ) 1 DK0833 NAD 27 - 33 56 25.99036(N) 091 13 07.27895(W) AD( ) 1 DK0833 NGVD 29 - 50.388 (m) 165.31 (f) ADJUSTED 1 2 DK0833 DK0833.Superseded values are not recommended for survey control. DK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0833.See file dsdata.txt to determine how the superseded data were derived. DK0833 DK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6461457005(NAD 83) DK0833_MARKER: DS = TRIANGULATION STATION DISK DK0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0833_STAMPING: YANCOPIN 1940 DK0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0833+STABILITY: SURFACE MOTION DK0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0833+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1998 DK0833 DK0833 HISTORY - Date Condition Report By DK0833 HISTORY - 1940 MONUMENTED CGS DK0833 HISTORY - 1955 MARK NOT FOUND CGS DK0833 HISTORY - 1955 GOOD CGS DK0833 HISTORY - 1964 GOOD CGS DK0833 HISTORY - 1976 GOOD NGS DK0833 HISTORY - 19980407 GOOD USACE DK0833 DK0833 STATION DESCRIPTION DK0833 DK0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS) DK0833'STATION IS LOCATED IN THE SETTLEMENT OF YANCOPIN, 4 MILES DK0833'NNE OF WATSON AND 16 MILES NE OF DUMAS ON THE BANQUETTE OF THE DK0833'ARKANSAS RIVER LEVEE, JUST W OF THE MISSOURI PACIFIC RAILROAD DK0833'TRACKS AND NE OF THE YANCOPIN POST OFFICE. DK0833' DK0833'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DK0833'BRONZE DISKS SET IN CONCRETE. DK0833' DK0833'STATION MARK PROJECTS 2 INCHES AND IS 78 FEET W OF THE W RAIL DK0833'OF THE RAILROAD, 125 FEET NE OF THE POST OFFICE AND 6.3 FEET DK0833'W OF A WHITE REFERENCE POST. DK0833' DK0833'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 1 FOOT N OF A DK0833'WIRE FENCE, 12 FEET W OF A TELEPHONE POLE AND IS ABOUT 3 METERS DK0833'LOWER THAN THE STATION. DK0833' DK0833'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 72 FEET N OF THE DK0833'NW CORNER OF THE POST OFFICE, 3 FEET S OF A FENCE CORNER DK0833'AND ABOUT 3 METERS LOWER THAN THE STATION. DK0833' DK0833'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS 30 FEET E OF THE DK0833'CENTER OF A DIRT ROAD AND 3 FEET SE OF A WHITE REFERENCE POST. DK0833' DK0833'TO REACH AZIMUTH MARK FROM STATION, FOLLOW BANQUETTE ROAD NW DK0833'0.4 MILE TO AZIMUTH. DK0833' DK0833'STATION REACHED FROM DUMAS BY FOLLOWING STATE HIGHWAYS 54 DK0833'AND 1 TO YANCOPIN AND STATION NEAR TOP OF LEVEE. DK0833' DK0833'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS. DK0833 DK0833 STATION RECOVERY (1955) DK0833 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR) DK0833'3.9 MI. NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE DK0833'STATION AT WATSON, AT YANCOPIN, 145 FT. E OF THE NE CORNER OF THE DK0833'POST OFFICE, 77 FT. NW OF THE NW RAIL, 66 FT. SW OF THE DK0833'CENTERLINE OF A LEVEE, 50 FT. NE OF THE CENTERLINE OF A ROAD, DK0833'31 FT. NW OF A FENCE, 2 FT. SE OF A WITNESS POST, A DK0833'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST DK0833'FLUSH WITH THE GROUND, AND STAMPED YANCOPIN 1940. DK0833' DK0833'REFERENCE MARK 1 IS 205 FT. SW OF THE TRIANGULATION STATION, DK0833'139 FT. SE OF THE SE CORNER OF THE POST OFFICE, 42 FT. NW DK0833'OF THE NW RAIL, 1 FT. NW OF A FENCE, 2 FT. NE OF A WITNESS DK0833'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST DK0833'PROJECTING 0.4 FT. ABOVE THE GROUND, AND STAMPED YANCOPIN NO 1 DK0833'1940. DK0833' DK0833'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED. DK0833' DK0833'AZIMUTH MARK IS 0.3 MI. NW OF THE TRIANGULATION STATION, DK0833'0.25 MI. NW OF THE POST OFFICE AT YANCOPIN, 130 FT. S OF THE DK0833'CENTERLINE OF A LEVEE, 35 FT. S OF THE CENTERLINE OF A ROAD, DK0833'2 FT. N OF A WITNESS POST, AN AZIMUTH-MARK DISK, SET IN THE DK0833'TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND, DK0833'AND STAMPED YANCOPIN 1940. DK0833 DK0833 STATION RECOVERY (1955) DK0833 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 DK0833'3.9 MI NE FROM WATSON. DK0833'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE DK0833'STATION AT WATSON, AT YANCOPIN, 145 FEET EAST OF THE NORTHEAST CORNER DK0833'OF THE POST OFFICE, 77 FEET NORTHWEST OF THE NORTHWEST RAIL, 66 FEET DK0833'SOUTHWEST OF THE CENTER LINE OF A LEVEE, 50 FEET NORTHEAST OF THE DK0833'CENTER LINE OF A ROAD, 31 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHEAST DK0833'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH DK0833'WITH THE GROUND. DK0833 DK0833 STATION RECOVERY (1964) DK0833 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAT) DK0833'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION. DK0833'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED. REFERENCE MARK DK0833'NO. 2 WAS FOUND DESTROYED. THE AZIMUTH MARK WAS SEARCHED FOR, DK0833'BUT WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST. A REFERENCE DK0833'MARK NO. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS DK0833'TIME. A NEW DESCRIPTION FOLLOWS-- DK0833' DK0833'STATION IS LOCATED IN THE SETTLEMENT OF YANCOPIN, ON THE DK0833'BANQUETTE OF THE ARKANSAS RIVER LEVEE, JUST WEST OF THE MISSOURI DK0833'PACIFIC RAILROAD TRACKS, ABOUT 4 MILES NORTH-NORTHEAST OF WATSON, DK0833'16 MILES NORTHEAST OF DUMAS, AND ON PROPERTY CONTROLLED BY THE DK0833'LEVEE BOARD. DK0833' DK0833'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WATSON, GO EAST DK0833'ON STATE HIGHWAY 1 FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN DK0833'LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR 4.0 MILES DK0833'TO A T-ROAD AT THE LEVEE, A RAILROAD TRESTLE ON THE LEFT, AND DK0833'THE STATION ON THE LEFT. DK0833' DK0833'STATION MARKS ARE STANDARD DISKS STAMPED YANCOPIN 1940. THE DK0833'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 2 DK0833'INCHES UNDERGROUND. IT IS 145 FEET NORTHEAST OF THE NORTHEAST DK0833'CORNER OF A GROCERY STORE AND THE OLD POST OFFICE, 91 FEET DK0833'NORTHWEST OF THE CENTER OF A RAILROAD TRESTLE AND THE TRACKS, DK0833'66 FEET SOUTHWEST OF THE CENTER OF THE TOP OF THE LEVEE, DK0833'38 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 31 DK0833'FEET WEST OF THE CENTER OF A WIRE GATE, AND 7 FEET NORTH OF A DK0833'METAL WITNESS POST PAINTED YELLOW. THE UNDERGROUND MONUMENT DK0833'WAS NOT INSPECTED AT THIS TIME. DK0833' DK0833'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YANCOPIN NO 1 DK0833'1940, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS DK0833'6 INCHES. IT IS 157 FEET SOUTHWEST OF THE CENTERLINE OF THE DK0833'GRAVELED ROAD, 71 FEET SOUTHEAST OF A WIRE FENCE, 9 FEET DK0833'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WOODEN WITNESS DK0833'POST PAINTED WHITE, AND 1 FOOT WEST OF A WIRE FENCE. DK0833' DK0833'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED YANCOPIN NO 3 DK0833'1940, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 DK0833'INCHES. IT IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER DK0833'OF THE GROCERY STORE, 7 FEET NORTHEAST OF A PIECE OF RAILROAD DK0833'TRACK THAT PROJECTS 48 INCHES, AND 1 FOOT WEST OF A 3 INCH DK0833'IRON PIPE THAT PROJECTS 60 INCHES. DK0833' DK0833'YANCOPIN BM 156 (ARK. E.) IS A STATE OF ARKANSAS ENGINEERS DK0833'STATION MARK DISK STAMPED YANCOPIN BM 156. IT IS A BRONZE DK0833'DISK RIVETED TO THE TOP OF A 3 INCH CAST IRON PIPE THAT IS DK0833'6 INCHES UNDERGROUND. IT IS 11 FEET SOUTHWEST OF THE 3 INCH DK0833'IRON PIPE THAT PROJECTS 60 INCHES, 4.3 FEET SOUTHWEST OF THE DK0833'PIECE OF RAILROAD TRACK THAT PROJECTS 48 INCHES, AND 8 FEET DK0833'WEST OF THE NORTHWEST CORNER OF THE GROCERY STORE. DK0833' DK0833'AZIMUTH MARK, A STANDARD DISK STAMPED YANCOPIN 1940 RESET DK0833'1964, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 DK0833'INCHES. IT IS 23 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED DK0833'ROAD AND THE TOP OF THE LEVEE, 1.7 FEET SOUTHEAST OF A 6 INCH DK0833'SQUARE CONCRETE POST (LEVEE STATION 3550) THAT PROJECTS 24 DK0833'INCHES, AND 2 FEET NORTHEAST OF A METAL WITNESS POST. DK0833' DK0833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST DK0833'ON A GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD AT THE TOP DK0833'OF THE LEVEE. TURN LEFT AND GO SOUTHWEST ON A GRAVELED ROAD DK0833'ALONG THE TOP OF THE LEVEE FOR 0.35 MILE TO THE AZIMUTH MARK DK0833'ON THE RIGHT. DK0833' DK0833'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS. DK0833 DK0833 STATION RECOVERY (1976) DK0833 DK0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 DK0833'RECOVERED IN GOOD CONDITION. DK0833 DK0833 STATION RECOVERY (1998) DK0833 DK0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG) DK0833'SET A WITNESS POST 1 FOOT AWAY WITH SIGN.