1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JC1506 *********************************************************************** JC1506 DESIGNATION - 942 JC1506 PID - JC1506 JC1506 STATE/COUNTY- MO/GASCONADE JC1506 USGS QUAD - REDBIRD (1980) JC1506 JC1506 *CURRENT SURVEY CONTROL JC1506 ___________________________________________________________________ JC1506* NAD 83(1997)- 38 09 09.37395(N) 091 32 36.20200(W) ADJUSTED JC1506* NAVD 88 - 287.10 (+/-2cm) 941.9 (feet) VERTCON JC1506 ___________________________________________________________________ JC1506 LAPLACE CORR- 1.54 (seconds) DEFLEC99 JC1506 GEOID HEIGHT- -30.90 (meters) GEOID03 JC1506 JC1506 HORZ ORDER - SECOND JC1506 VERT ORDER - THIRD ? (See Below) JC1506 JC1506.The horizontal coordinates were established by classical geodetic methods JC1506.and adjusted by the National Geodetic Survey in February 2000. JC1506 JC1506.The NAVD 88 height was computed by applying the VERTCON shift value to JC1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1506.The vertical order pertains to the NGVD 29 superseded value. JC1506 JC1506.The Laplace correction was computed from DEFLEC99 derived deflections. JC1506 JC1506.The geoid height was determined by GEOID03. JC1506 JC1506; North East Units Scale Factor Converg. JC1506;SPC MO E - 257,884.229 158,551.657 MT 1.00003629 -0 38 40.6 JC1506;SPC MO C - 257,802.214 583,842.391 MT 1.00001988 +0 35 27.6 JC1506;UTM 15 - 4,223,749.252 627,624.338 MT 0.99980060 +0 53 59.8 JC1506 JC1506! - Elev Factor x Scale Factor = Combined Factor JC1506!SPC MO E - 0.99995980 x 1.00003629 = 0.99999609 JC1506!SPC MO C - 0.99995980 x 1.00001988 = 0.99997968 JC1506!UTM 15 - 0.99995980 x 0.99980060 = 0.99976041 JC1506 JC1506 SUPERSEDED SURVEY CONTROL JC1506 JC1506 NAD 83(1986)- 38 09 09.38927(N) 091 32 36.20162(W) AD( ) 2 JC1506 NAD 27 - 38 09 09.22500(N) 091 32 35.63500(W) AD( ) 2 JC1506 NGVD 29 (07/19/86) 287.08 (m) 941.9 (f) LEVELING 3 JC1506 JC1506.Superseded values are not recommended for survey control. JC1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1506.See file dsdata.txt to determine how the superseded data were derived. JC1506 JC1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2762423749(NAD 83) JC1506_MARKER: DB = BENCH MARK DISK JC1506_SETTING: 0 = UNSPECIFIED SETTING JC1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1506+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005 JC1506 JC1506 HISTORY - Date Condition Report By JC1506 HISTORY - 1947 MONUMENTED USGS JC1506 HISTORY - 20050606 GOOD MODNR JC1506 JC1506 STATION DESCRIPTION JC1506 JC1506'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FRG) JC1506'STATION IS LOCATED ABOUT 12-1/2 MILES EAST NORTH-EAST OF VICHY JC1506'AND ABOUT 10-1/2 MILES NORTHEAST OF ST. JAMES AT THE INTERSECTION JC1506'OF TWO GRAVEL ROADS. IT IS 49.4 FT. SOUTH OF REFERENCE MARK JC1506'NO 1 BIRD, 33 FT. NORTHEAST OF THE APPROXIMATE CENTER OF THE JC1506'CROSSROADS 6.5 FT. EAST OF A CORNER POST AND 0.8 FT. SOUTH OF JC1506'A FENCE. IT IS ON A STEEL PIPE THAT IS 2.0 FT. HIGH AND 3 JC1506'INCHES IN DIAMETER, AND THE DISK IS WELDED TO THE TOP OF THE JC1506'PIPE. THE DISK IS A U.S.G.S. B.M. AND IS STAMPED 942. (FEET JC1506'ABOVE SEA LEVEL.) JC1506' JC1506'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BIRD. THE JC1506'DISTANCE WAS 24.708 METERS. 81.06 FEET. JC1506' JC1506'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66 AND JC1506'COUNTY ROUTE B IN ST. JAMES GO NORTH ON COUNTY ROUTE B FOR 10.5 JC1506'MILES TO A T ROAD RIGHT. TURN RIGHT AND GO EAST AND NORTH FOR JC1506'2.3 MILES TO ANOTHER T ROAD, NORTH. TURN LEFT AND GO NORTH JC1506'FOR 0.4 MILE TO STATION ON RIGHT OR NORTHEAST OF INTERSECTION JC1506'AS DESCRIBED. JC1506 JC1506 STATION RECOVERY (2005) JC1506 JC1506'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC) JC1506'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JC1507 *********************************************************************** JC1507 DESIGNATION - BIRD JC1507 PID - JC1507 JC1507 STATE/COUNTY- MO/GASCONADE JC1507 USGS QUAD - REDBIRD (1980) JC1507 JC1507 *CURRENT SURVEY CONTROL JC1507 ___________________________________________________________________ JC1507* NAD 83(1997)- 38 09 09.44494(N) 091 32 37.21283(W) ADJUSTED JC1507* NAVD 88 - 286.45 (+/-2cm) 939.8 (feet) VERTCON JC1507 ___________________________________________________________________ JC1507 LAPLACE CORR- 1.54 (seconds) DEFLEC99 JC1507 GEOID HEIGHT- -30.90 (meters) GEOID03 JC1507 JC1507 HORZ ORDER - SECOND JC1507 VERT ORDER - THIRD ? (See Below) JC1507 JC1507.The horizontal coordinates were established by classical geodetic methods JC1507.and adjusted by the National Geodetic Survey in February 2000. JC1507 JC1507.The NAVD 88 height was computed by applying the VERTCON shift value to JC1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1507.The vertical order pertains to the NGVD 29 superseded value. JC1507 JC1507.The Laplace correction was computed from DEFLEC99 derived deflections. JC1507 JC1507.The geoid height was determined by GEOID03. JC1507 JC1507; North East Units Scale Factor Converg. JC1507;SPC MO E - 257,886.695 158,527.072 MT 1.00003635 -0 38 41.2 JC1507;SPC MO C - 257,804.149 583,817.758 MT 1.00001983 +0 35 26.9 JC1507;UTM 15 - 4,223,751.054 627,599.701 MT 0.99980052 +0 53 59.2 JC1507 JC1507! - Elev Factor x Scale Factor = Combined Factor JC1507!SPC MO E - 0.99995990 x 1.00003635 = 0.99999625 JC1507!SPC MO C - 0.99995990 x 1.00001983 = 0.99997973 JC1507!UTM 15 - 0.99995990 x 0.99980052 = 0.99976043 JC1507 JC1507: Primary Azimuth Mark Grid Az JC1507:SPC MO E - BIRD AZ MK 171 56 30.3 JC1507:SPC MO C - BIRD AZ MK 170 42 22.2 JC1507:UTM 15 - BIRD AZ MK 170 23 49.9 JC1507 JC1507|---------------------------------------------------------------------| JC1507| PID Reference Object Distance Geod. Az | JC1507| dddmmss.s | JC1507| CN5693 BIRD RM 1 22.478 METERS 05814 | JC1507| JC1506 942 24.708 METERS 09505 | JC1507| CN5694 BIRD RM 2 18.383 METERS 15656 | JC1507| CN5692 BIRD AZ MK 1711749.1 | JC1507| JC1509 TULSA ST LOUIS AIRWAY BCN 61 APPROX. 4.5 KM 2211007.6 | JC1507| JC1504 BLAND INTL SHOE CO TANK APPROX.18.3 KM 3353926.7 | JC1507|---------------------------------------------------------------------| JC1507 JC1507 SUPERSEDED SURVEY CONTROL JC1507 JC1507 NAD 83(1986)- 38 09 09.46025(N) 091 32 37.21245(W) AD( ) 2 JC1507 NAD 27 - 38 09 09.29600(N) 091 32 36.64600(W) AD( ) 2 JC1507 NGVD 29 (07/19/86) 286.43 (m) 939.7 (f) LEVELING 3 JC1507 JC1507.Superseded values are not recommended for survey control. JC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1507.See file dsdata.txt to determine how the superseded data were derived. JC1507 JC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2760023751(NAD 83) JC1507_MARKER: DS = TRIANGULATION STATION DISK JC1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JC1507+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005 JC1507 JC1507 HISTORY - Date Condition Report By JC1507 HISTORY - 1947 MONUMENTED CGS JC1507 HISTORY - 1962 GOOD USGS JC1507 HISTORY - 20050606 GOOD MODNR JC1507 JC1507 STATION DESCRIPTION JC1507 JC1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG) JC1507'THE STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH OF BLAND AND JC1507'3-1/4 MILES WEST-NORTHWEST OF THE VILLAGE OF REDBIRD, NEAR THE JC1507'SOUTHEAST CORNER OF SEC. 18, T. 40 N., R. 6 W.. IT IS 45 FEET JC1507'NORTH OF CENTERLINE OF EAST-WEST ROAD, 58 FEET WEST OF CENTERLINE JC1507'OF NORTH-SOUTH ROAD, 37.5 FEET EAST OF FENCELINE AND 5.8 FEET JC1507'NORTH OF WITNESS POST. THE MARK PROJECTS ABOUT 5 INCHES AND JC1507'THE DISK IS STAMPED BIRD 1947. JC1507' JC1507'REFERENCE MARK NO. 1 IS 73.75 FEET EAST-NORTHEAST OF THE STATION, JC1507'47 FEET NORTH OF CORNER POST 23 FEET SOUTH OF BARN YARD GATE, JC1507'13 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD AND 0.7 FEET JC1507'EAST OF FENCELINE. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK JC1507'IS STAMPED BIRD NO 1 1947. JC1507' JC1507'REFERENCE MARK NO. 2 IS 60.31 FEET SOUTH-SOUTHEAST OF STATION, JC1507'12 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD AND 0.8 FEET SOUTH JC1507'OF FENCELINE. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK JC1507'IS STAMPED BIRD NO 2 1947. JC1507' JC1507'AZIMUTH MARK IS APPROX. 0.2 MILE SOUTH OF STATION, 16.5 FEET JC1507'WEST OF THE APPROX. CENTERLINE OF ROAD, 4.1 FEET NORTH OF WHITE JC1507'WITNESS POST AND 0.6 FEET WEST OF FENCELINE. THE MARK PROJECTS JC1507'ABOUT 5 INCHES AND THE DISK IS STAMPED BIRD 1947. JC1507' JC1507'U.S.G.S. BM IS 81.06 FEET EAST OF THE STATION, 49.4 FEET SOUTH JC1507'OF R.M. NO. 2, 33 FEET NORTHWEST OF CENTERLINE OF CROSS ROAD, JC1507'6.5 FEET EAST OF CORNER POST, 2 FEET IN HEIGHT AND 03 INCHES JC1507'IN DIAMETER. THE DISK IS A STANDARD U.S.G.S. BM AND IS STAMPED JC1507'942 FEET ABOVE SEA LEVEL. JC1507' JC1507'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND COUNTY JC1507'ROUTE B GO NORTH FOR 10.5 MILES TO T-ROAD RIGHT, TURN RIGHT OR JC1507'EAST AND GO FOR 2.3 MILES TO T-ROAD LEFT, TURN LEFT OR NORTH JC1507'FOR 0.15 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD, CONTINUE JC1507'0.2 MILE TO STATION SITE ON LEFT SIDE OF ROAD AS DESCRIBED. JC1507' JC1507'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. JC1507 JC1507 STATION RECOVERY (1962) JC1507 JC1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (RSH) JC1507'THE FOLLOWING PORTION OF THE DESCRIPTION FOR BIRD IS INCORRECT. JC1507'IT APPLIES TO STATION RED. JC1507' JC1507'THE STATION IS LOCATED ABOUT 7.25 MI. S OF BLAND AND 3.25 MI JC1507'WNW OF THE BILLAGE OF REDBIRD NEAR THE SE CORNER OF SEC. JC1507'18, T40N, R6W,.. JC1507' JC1507'A CORRECTED DESCRIPTION IS- REDBIRD, 2 MI. S AND 1-1/2 MI. E JC1507'OF, T 39 AND 40 N, R 6 W, NEAR CORNER OF SECS. 1 AND 2 AND JC1507'NEAR THE S 1/4 CORNER OF SEC. 36.... THE REMAINDER OF THE JC1507'ORIGINAL DESCRIPTION IS CORRECT. JC1507 JC1507 STATION RECOVERY (2005) JC1507 JC1507'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC) JC1507'STATION IS IN THE WOODS ON PRIVATE PROPERTY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JC0677 *********************************************************************** JC0677 DESIGNATION - M 102 JC0677 PID - JC0677 JC0677 STATE/COUNTY- MO/GASCONADE JC0677 USGS QUAD - SWISS (1973) JC0677 JC0677 *CURRENT SURVEY CONTROL JC0677 ___________________________________________________________________ JC0677* NAD 83(1986)- 38 30 35. (N) 091 27 43. (W) SCALED JC0677* NAVD 88 - 289.590 (meters) 950.10 (feet) ADJUSTED JC0677 ___________________________________________________________________ JC0677 GEOID HEIGHT- -31.38 (meters) GEOID03 JC0677 DYNAMIC HT - 289.395 (meters) 949.46 (feet) COMP JC0677 MODELED GRAV- 979,945.6 (mgal) NAVD 88 JC0677 JC0677 VERT ORDER - SECOND CLASS 0 JC0677 JC0677.The horizontal coordinates were scaled from a topographic map and have JC0677.an estimated accuracy of +/- 6 seconds. JC0677 JC0677.The orthometric height was determined by differential leveling JC0677.and adjusted by the National Geodetic Survey in June 1991. JC0677 JC0677.The geoid height was determined by GEOID03. JC0677 JC0677.The dynamic height is computed by dividing the NAVD 88 JC0677.geopotential number by the normal gravity value computed on the JC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0677.degrees latitude (g = 980.6199 gals.). JC0677 JC0677.The modeled gravity was interpolated from observed gravity values. JC0677 JC0677; North East Units Estimated Accuracy JC0677;SPC MO E - 297,450. 166,100. MT (+/- 180 meters Scaled) JC0677 JC0677 SUPERSEDED SURVEY CONTROL JC0677 JC0677 NGVD 29 (??/??/92) 289.592 (m) 950.10 (f) ADJ UNCH 2 0 JC0677 JC0677.Superseded values are not recommended for survey control. JC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0677.See file dsdata.txt to determine how the superseded data were derived. JC0677 JC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341634(NAD 83) JC0677_MARKER: DB = BENCH MARK DISK JC0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT JC0677_STAMPING: M 102 1935 JC0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0677+STABILITY: SURFACE MOTION JC0677 JC0677 HISTORY - Date Condition Report By JC0677 HISTORY - 1935 MONUMENTED CGS JC0677 HISTORY - 1938 GOOD NGS JC0677 HISTORY - 20050606 POOR MODNR JC0677 JC0677 STATION DESCRIPTION JC0677 JC0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938 JC0677'2.8 MI N FROM DRAKE. JC0677'2.8 MILES NORTH ALONG STATE HIGHWAY 19 FROM A GENERAL STORE JC0677'AT DRAKE, GASCONADE COUNTY, AT A PRIVATE-ROAD CROSSING, 45 JC0677'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF THE JC0677'CENTERLINE OF THE ROAD, AND AT THE RIGHT-OF-WAY FENCE. A STANDARD JC0677'DISK, STAMPED M 102 1935 AND SET IN THE TOP OF A CONCRETE JC0677'POST PROJECTING 4 INCHES ABOVE GROUND. JC0677 JC0677 STATION RECOVERY (2005) JC0677 JC0677'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC) JC0677'MONUMENT FOUND BROKEN. DISK RECOVERED TO THIS OFFICE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JC1544 *********************************************************************** JC1544 DESIGNATION - TURNPIKE BLUFF JC1544 PID - JC1544 JC1544 STATE/COUNTY- MO/GASCONADE JC1544 USGS QUAD - PERSHING (1974) JC1544 JC1544 *CURRENT SURVEY CONTROL JC1544 ___________________________________________________________________ JC1544* NAD 83(1997)- 38 35 29.23106(N) 091 34 42.65472(W) ADJUSTED JC1544* NAVD 88 - 268.4 (meters) 881. (feet) VERTCON JC1544 ___________________________________________________________________ JC1544 LAPLACE CORR- 2.61 (seconds) DEFLEC99 JC1544 GEOID HEIGHT- -31.76 (meters) GEOID03 JC1544 JC1544 HORZ ORDER - FIRST JC1544 JC1544.The horizontal coordinates were established by classical geodetic methods JC1544.and adjusted by the National Geodetic Survey in February 2000. JC1544 JC1544.The NAVD 88 height was computed by applying the VERTCON shift value to JC1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1544 JC1544.The Laplace correction was computed from DEFLEC99 derived deflections. JC1544 JC1544.The geoid height was determined by GEOID03. JC1544 JC1544; North East Units Scale Factor Converg. JC1544;SPC MO E - 306,632.013 156,042.235 MT 1.00004201 -0 40 22.0 JC1544;SPC MO C - 306,483.063 580,277.351 MT 1.00001267 +0 34 29.3 JC1544;UTM 15 - 4,272,399.285 623,796.415 MT 0.99978873 +0 53 12.4 JC1544 JC1544! - Elev Factor x Scale Factor = Combined Factor JC1544!SPC MO E - 0.99996287 x 1.00004201 = 1.00000488 JC1544!SPC MO C - 0.99996287 x 1.00001267 = 0.99997554 JC1544!UTM 15 - 0.99996287 x 0.99978873 = 0.99975161 JC1544 JC1544: Primary Azimuth Mark Grid Az JC1544:SPC MO E - GASCONADE RESET 089 51 35.6 JC1544:SPC MO C - GASCONADE RESET 088 36 44.3 JC1544:UTM 15 - GASCONADE RESET 088 18 01.2 JC1544 JC1544|---------------------------------------------------------------------| JC1544| PID Reference Object Distance Geod. Az | JC1544| dddmmss.s | JC1544| JC0661 GASCONADE RESET APPROX. 9.6 KM 0891113.6 | JC1544|---------------------------------------------------------------------| JC1544 JC1544 SUPERSEDED SURVEY CONTROL JC1544 JC1544 NAD 83(1986)- 38 35 29.24769(N) 091 34 42.65974(W) AD( ) 1 JC1544 NAD 27 - 38 35 29.08630(N) 091 34 42.05510(W) AD( ) 1 JC1544 NGVD 29 (07/19/86) 268.4 (m) 881. (f) VERT ANG JC1544 JC1544.Superseded values are not recommended for survey control. JC1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1544.See file dsdata.txt to determine how the superseded data were derived. JC1544 JC1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2379672399(NAD 83) JC1544_MARKER: Z = SEE DESCRIPTION JC1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JC1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JC1544+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005 JC1544 JC1544 HISTORY - Date Condition Report By JC1544 HISTORY - 1878 MONUMENTED CGS JC1544 HISTORY - 1937 GOOD CGS JC1544 HISTORY - 20050606 GOOD MODNR JC1544 JC1544 STATION DESCRIPTION JC1544 JC1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (JSB) JC1544'STATION RECOVERED AS DESCRIBED. ALL MARKS WERE IN GOOD JC1544'CONDITION. JC1544' JC1544'STATION IS ABOUT 13 MILES SW OF HERMANN, 8.7 MILES NORTHWARD FROM JC1544'BAY, ON A TIMBERED RIDGE LOCALLY KNOWN AS TURNPIKE BLUFF. THE JC1544'STATION IS ON A SMALL INDIAN MOUND ABOUT 25 FEET IN DIAMETER AND JC1544'5 FEET HIGH, ON THE HIGHEST POINT OF THE RIDGE ABOUT 300 PACES E JC1544'OF A SMALL CLEARED FIELD. JC1544' JC1544'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A STONE POST JC1544'6 INCHES SQUARE BY 26 INCHES LONG AND PROJECTS 4 INCHES ABOVE JC1544'THE GROUND. TWO SIMILAR STONE POSTS WITH DIAGONAL CROSS AND JC1544'ARROW, ONE DUE N AND ONE DUE S, WERE SET 5 FEET FROM THE STATION JC1544'AND PROJECT 4 INCHES ABOVE THE GROUND. JC1544' JC1544'UNDERGROUND MARK IS A BOTTLE FILLED WITH ASHES. JC1544' JC1544'TO REACH THE STATION FROM BAY, GO E 1.8 MILES TO THE PHILLIPS JC1544'PETROLEUM COMPANY PIPE LINE PLANT, THEN TURN N AND FOLLOW THE JC1544'MAIN-TRAVELED ROAD N AND W 6.5 MILES TO THE FORK AT THE TURNPIKE JC1544'ROAD, THENCE TURN SHARP TO THE LEFT AND GO BACK ON THE TURNPIKE JC1544'ROAD 0.5 MILE TO THE FORK, THERE TAKE THE RIGHT FORK AND GO 0.5 JC1544'MILE, THEN LEAVE THE COUNTY ROAD AND TAKE THE TRAIL ROAD TO THE JC1544'LEFT TO THE OLD FIELD AND FOLLOW THE TRAIL ROAD TO THE TOP OF JC1544'THE RIDGE AT THE SE END OF THE OLD FIELD. THE STATION IS 300 JC1544'PACES E. TRUCK CAN BE DRIVEN TO THE STATION BY A SMALL JC1544'AMOUNT OF CLEARING. JC1544 JC1544 STATION RECOVERY (2005) JC1544 JC1544'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC) JC1544'RECOVERED IN GOOD CONDITION.