1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0947 *********************************************************************** GE0947 DESIGNATION - GLENNON 2 GE0947 PID - GE0947 GE0947 STATE/COUNTY- MO/DUNKLIN GE0947 USGS QUAD - GLENNONVILLE (1983) GE0947 GE0947 *CURRENT SURVEY CONTROL GE0947 ___________________________________________________________________ GE0947* NAD 83(1997)- 36 34 23.78314(N) 090 09 40.01421(W) ADJUSTED GE0947* NAVD 88 - 95. (meters) 312. (feet) SCALED GE0947 ___________________________________________________________________ GE0947 LAPLACE CORR- 1.11 (seconds) DEFLEC99 GE0947 GEOID HEIGHT- -28.74 (meters) GEOID99 GE0947 GE0947 HORZ ORDER - THIRD GE0947 GE0947.The horizontal coordinates were established by classical geodetic methods GE0947.and adjusted by the National Geodetic Survey in February 2000. GE0947.No horizontal observational check was made to the station. GE0947 GE0947.The orthometric height was scaled from a topographic map. GE0947 GE0947.The Laplace correction was computed from DEFLEC99 derived deflections. GE0947 GE0947.The geoid height was determined by GEOID99. GE0947 GE0947; North East Units Scale Converg. GE0947;SPC MO E - 82,153.745 280,330.473 MT 0.99994466 +0 12 06.9 GE0947;SPC AR N - 250,056.446 564,596.771 MT 1.00008490 +1 04 12.2 GE0947;UTM 15 - 4,051,287.490 754,027.737 MT 1.00039510 +1 41 32.8 GE0947 GE0947: Primary Azimuth Mark Grid Az GE0947:SPC MO E - GLENNON AZ MK 186 38 25.0 GE0947:SPC AR N - GLENNON AZ MK 185 46 19.7 GE0947:UTM 15 - GLENNON AZ MK 185 08 59.1 GE0947 GE0947|---------------------------------------------------------------------| GE0947| PID Reference Object Distance Geod. Az | GE0947| dddmmss.s | GE0947| CI3697 GLENNON 2 RM 3 30.334 METERS 00542 | GE0947| GE0948 P 6 45 27.499 METERS 15101 | GE0947| CI3695 GLENNON AZ MK 1865031.9 | GE0947|---------------------------------------------------------------------| GE0947 GE0947 SUPERSEDED SURVEY CONTROL GE0947 GE0947 NAD 83(1997)- 36 34 23.78580(N) 090 09 40.01569(W) AD( ) 3 GE0947 NAD 83(1997)- 36 34 23.78831(N) 090 09 40.01242(W) AD( ) 3 GE0947 NAD 83(1986)- 36 34 23.79176(N) 090 09 40.01269(W) AD( ) 3 GE0947 NAD 27 - 36 34 23.58640(N) 090 09 39.65510(W) AD( ) 3 GE0947 GE0947.Superseded values are not recommended for survey control. GE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0947.See file dsdata.txt to determine how the superseded data were derived. GE0947 GE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5402851287(NAD 83) GE0947_MARKER: DS = TRIANGULATION STATION DISK GE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE0947+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0947 GE0947 HISTORY - Date Condition Report By GE0947 HISTORY - 1965 MONUMENTED CGS GE0947 HISTORY - 20020831 GOOD USACE GE0947 GE0947 STATION DESCRIPTION GE0947 GE0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB) GE0947'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF CAMPBELL, ON GE0947'THE EDGE OF THE RIGHT-OF-WAY OF COUNTY ROUTE J AND IS NEAR GE0947'THE SOUTHEAST CORNER OF A FARMYARD. GE0947' GE0947'THE STATION MARK IS 120 FEET SOUTHEAST OF THE SOUTHEAST GE0947'CORNER OF A FARMHOUSE, 45 FEET NORTH OF THE CENTERLINE OF GE0947'COUNTY ROUTE J, 10 FEET EAST OF THE CENTERLINE OF A DRIVEWAY GE0947'AND 2.5 FEET WEST OF A METAL WITNESS POST. THE MARK PROJECTS GE0947'1 INCH AND THE DISK IS STAMPED GLENNON 2 1965. GE0947' GE0947'R.M. NO. 1 IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET GE0947'IN THE TOP OF A ROUND CONCRETE POST. IT IS 67 FEET EAST GE0947'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 34 FEET SOUTH GE0947'THE CENTERLINE OF COUNTY ROUTE J. THE MARK PROJECTS 2 INCHES GE0947'AND THE DISK IS STAMPED P 6 45. GE0947' GE0947'R.M. NO. 3 IS 43 FEET EAST OF A 30-INCH OAK TREE AND 1 FOOT GE0947'SOUTHWEST OF THE CORNER POST AT THE SOUTHEAST CORNER OF A GE0947'BOARD FENCE. MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GE0947'GLENNON 2 NO 3 1965. GE0947' GE0947'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION, GE0947'48 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 53, 1.5 GE0947'FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST OF GE0947'A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES AND THE DISK GE0947'IS STAMPED GLENNON 1954. GE0947' GE0947'TO REACH THE STATION FROM CAMPBELL, FROM THE POST OFFICE, GE0947'GO NORTH ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION GE0947'WITH STATE HIGHWAY 53, TURN LEFT AND GO NORTHWEST ON STATE GE0947'HIGHWAY 53 FOR 6.6 MILES TO FORKS, TAKE THE RIGHT FORK, LEAVING GE0947'THE HIGHWAY, AND GO NORTHERLY FOR 0.8 MILE TO A T-INTERSECTION GE0947'AND STATION. GE0947' GE0947'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY GE0947'FOR 0.8 MILE TO STATE HIGHWAY 53, TURN SHARP RIGHT AND GO GE0947'NORTHWEST FOR 0.35 MILE TO THE MARK ON THE RIGHT. GE0947 GE0947 STATION RECOVERY (2002) GE0947 GE0947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0947'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0943 *********************************************************************** GE0943 DESIGNATION - KING GE0943 PID - GE0943 GE0943 STATE/COUNTY- MO/DUNKLIN GE0943 USGS QUAD - VALLEY RIDGE (1984) GE0943 GE0943 *CURRENT SURVEY CONTROL GE0943 ___________________________________________________________________ GE0943* NAD 83(1997)- 36 32 30.90376(N) 090 04 01.79229(W) ADJUSTED GE0943* NAVD 88 - 137. (meters) 449. (feet) SCALED GE0943 ___________________________________________________________________ GE0943 LAPLACE CORR- 1.15 (seconds) DEFLEC99 GE0943 GEOID HEIGHT- -28.66 (meters) GEOID99 GE0943 GE0943 HORZ ORDER - FIRST GE0943 GE0943.The horizontal coordinates were established by classical geodetic methods GE0943.and adjusted by the National Geodetic Survey in February 2000. GE0943 GE0943.The orthometric height was scaled from a topographic map. GE0943 GE0943.The Laplace correction was computed from DEFLEC99 derived deflections. GE0943 GE0943.The geoid height was determined by GEOID99. GE0943 GE0943; North East Units Scale Converg. GE0943;SPC MO E - 78,708.203 288,754.819 MT 0.99995183 +0 15 27.8 GE0943;SPC AR N - 246,738.414 573,073.439 MT 1.00007558 +1 07 29.0 GE0943;UTM 15 - 4,048,060.642 762,542.862 MT 1.00044932 +1 44 50.1 GE0943;UTM 16 - 4,048,435.976 225,428.916 MT 1.00052893 -1 49 38.5 GE0943 GE0943: Primary Azimuth Mark Grid Az GE0943:SPC MO E - KING AZ MK 233 04 21.1 GE0943:SPC AR N - KING AZ MK 232 12 19.9 GE0943:UTM 15 - KING AZ MK 231 34 58.8 GE0943:UTM 16 - KING AZ MK 235 09 27.4 GE0943 GE0943|---------------------------------------------------------------------| GE0943| PID Reference Object Distance Geod. Az | GE0943| dddmmss.s | GE0943| CI4007 KING RM 1 21.369 METERS 01245 | GE0943| CI4008 KING RM 2 20.459 METERS 15834 | GE0943| GE0981 CAMPBELL MUNICIPAL TANK APPROX. 5.8 KM 1855029.6 | GE0943| GE0978 ARKANSAS MO POWER CO RAD MAST APPROX. 9.4 KM 2071457.6 | GE0943| GE0979 ARKANSAS MO POWER CO WATER TK APPROX. 9.5 KM 2082046.5 | GE0943| CI4006 KING AZ MK 2331948.9 | GE0943|---------------------------------------------------------------------| GE0943 GE0943 SUPERSEDED SURVEY CONTROL GE0943 GE0943 NAD 83(1997)- 36 32 30.90686(N) 090 04 01.79232(W) AD( ) 1 GE0943 NAD 83(1997)- 36 32 30.90916(N) 090 04 01.79205(W) AD( ) 1 GE0943 NAD 83(1986)- 36 32 30.91277(N) 090 04 01.79138(W) AD( ) 1 GE0943 NAD 27 - 36 32 30.70340(N) 090 04 01.44700(W) AD( ) 1 GE0943 GE0943.Superseded values are not recommended for survey control. GE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0943.See file dsdata.txt to determine how the superseded data were derived. GE0943 GE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6254348061(NAD 83) GE0943_MARKER: DS = TRIANGULATION STATION DISK GE0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0943+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0943 GE0943 HISTORY - Date Condition Report By GE0943 HISTORY - 1954 MONUMENTED CGS GE0943 HISTORY - 20020831 GOOD USACE GE0943 GE0943 STATION DESCRIPTION GE0943 GE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0943'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF QULIN AND GE0943'ABOUT 4.0 MILES NORTH OF CAMPBELL IN THE SOUTH EDGE OF A GE0943'FARMYARD, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GE0943'FARMHOUSE AND 21 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY. GE0943'IT IS STAMPED KING 1954 AND IS FLUSH WITH THE GROUND SURFACE. GE0943' GE0943'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE SOUTHEAST CORNER OF GE0943'THE FARMHOUSE. IT IS STAMPED KING NO 1 1954 AND IS FLUSH GE0943'WITH THE GROUND SURFACE. GE0943' GE0943'REFERENCE MARK NO. 2 IS 129 FEET SOUTHEAST OF THE SOUTHEAST GE0943'CORNER OF THE FARMHOUSE AND 15 FEET NORTHEAST OF THE CENTER GE0943'OF THE DRIVEWAY. IT IS STAMPED KING NO 2 1954 AND IS FLUSH GE0943'WITH THE GROUND SURFACE. GE0943' GE0943'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY, 40 FEET GE0943'NORTH OF THE CENTER OF A DRIVEWAY INTO FARMYARD, 20 FEET WEST GE0943'OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS GE0943'POST AND 1 FOOT NORTH OF A POWER LINE POLE. IT IS STAMPED GE0943'KING 1954 AND PROJECTS 3 INCHES. GE0943' GE0943'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO GE0943'NORTHEAST AND NORTH ON U.S. HIGHWAY 62 FOR 0.5 MILE TO JUNCTION GE0943'WITH STATE HIGHWAY 53, TURN LEFT AND GO WEST ON STATE HIGHWAY GE0943'53 FOR 0.4 MILE TO A T ROAD RIGHT AT A SMALL CONCRETE BLOCK GE0943'BUILDING. TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.55 GE0943'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE NORTH GE0943'FOR 0.25 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR GE0943'0.5 MILE TO STATION IN FARMYARD ON LEFT AS DESCRIBED. GE0943' GE0943'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GE0943 GE0943 STATION RECOVERY (2002) GE0943 GE0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0943'THE STATION IS 2 FT E OF CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0944 *********************************************************************** GE0944 DESIGNATION - RIDDLE 2 GE0944 PID - GE0944 GE0944 STATE/COUNTY- MO/DUNKLIN GE0944 USGS QUAD - VALLEY RIDGE (1984) GE0944 GE0944 *CURRENT SURVEY CONTROL GE0944 ___________________________________________________________________ GE0944* NAD 83(1997)- 36 35 30.03537(N) 090 03 54.27377(W) ADJUSTED GE0944* NAVD 88 - 152. (meters) 499. (feet) SCALED GE0944 ___________________________________________________________________ GE0944 LAPLACE CORR- 1.04 (seconds) DEFLEC99 GE0944 GEOID HEIGHT- -28.67 (meters) GEOID99 GE0944 GE0944 HORZ ORDER - SECOND GE0944 GE0944.The horizontal coordinates were established by classical geodetic methods GE0944.and adjusted by the National Geodetic Survey in February 2000. GE0944.No horizontal observational check was made to the station. GE0944 GE0944.The orthometric height was scaled from a topographic map. GE0944 GE0944.The Laplace correction was computed from DEFLEC99 derived deflections. GE0944 GE0944.The geoid height was determined by GEOID99. GE0944 GE0944; North East Units Scale Converg. GE0944;SPC MO E - 84,230.434 288,916.846 MT 0.99995199 +0 15 33.4 GE0944;UTM 15 - 4,053,587.967 762,561.214 MT 1.00044942 +1 45 01.9 GE0944;UTM 16 - 4,053,951.821 225,792.081 MT 1.00052646 -1 49 41.7 GE0944 GE0944: Primary Azimuth Mark Grid Az GE0944:SPC MO E - RIDDLE AZ MK 003 43 10.3 GE0944:UTM 15 - RIDDLE AZ MK 002 13 41.8 GE0944:UTM 16 - RIDDLE AZ MK 005 48 25.4 GE0944 GE0944|---------------------------------------------------------------------| GE0944| PID Reference Object Distance Geod. Az | GE0944| dddmmss.s | GE0944| GE1283 RIDDLE AZ MK 0035843.7 | GE0944| GE1282 RIDDLE 2 RM 4 18.291 METERS 00519 | GE0944| CI5386 RIDDLE 2 RM 3 18.245 METERS 00520 | GE0944| GE1281 RIDDLE RM 1 6.876 METERS 19010 | GE0944| GE0945 RIDDLE 29.051 METERS 19502 | GE0944|---------------------------------------------------------------------| GE0944 GE0944 SUPERSEDED SURVEY CONTROL GE0944 GE0944 NAD 83(1997)- 36 35 30.03805(N) 090 03 54.27406(W) AD( ) 2 GE0944 NAD 83(1997)- 36 35 30.04330(N) 090 03 54.27374(W) AD( ) 2 GE0944 NAD 83(1986)- 36 35 30.04453(N) 090 03 54.27291(W) AD( ) 2 GE0944 NAD 27 - 36 35 29.83990(N) 090 03 53.92860(W) AD( ) 2 GE0944 GE0944.Superseded values are not recommended for survey control. GE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0944.See file dsdata.txt to determine how the superseded data were derived. GE0944 GE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6256153588(NAD 83) GE0944_MARKER: DS = TRIANGULATION STATION DISK GE0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0944 GE0944 HISTORY - Date Condition Report By GE0944 HISTORY - 1955 MONUMENTED CGS GE0944 HISTORY - 1959 GOOD CGS GE0944 HISTORY - 20020831 MARK NOT FOUND USACE GE0944 GE0944 STATION DESCRIPTION GE0944 GE0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM) GE0944'STATION IS LOCATED ABOUT 7 MILES NORTH OF CAMPBELL AND 6 MILES GE0944'WEST-NORTHWEST OF MALDEN ON A HILL KNOWN LOCALLY AS RIDDLE HILL GE0944'AND ON LAND OWNED BY MR. BARTON WOODS. IT IS 46 FEET SOUTH GE0944'OF A 16-INCH OAK TREE, 35 FEET EAST OF THE CENTER OF A GRAVEL GE0944'ROAD, AND 34 FEET NORTH OF ENTRANCE ROAD TO A GRAVEL PIT. GE0944'THE DISK IS STAMPED RIDDLE 2 1955 AND PROJECTS 6 INCHES. GE0944' GE0944'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTER OF GRAVEL GE0944'ROAD AND 12 FEET NORTH OF THE CENTER OF ENTRANCE ROAD TO GE0944'GRAVEL PIT. IT IS STAMPED RIDDLE NO 1 1954 AND THE MARK PROJECTS GE0944'6 INCHES. (ARROW ON DISK POINTS AWAY FROM THE STATION.) GE0944' GE0944'REFERENCE MARK NO. 3 IS 30 FEET EAST OF GRAVEL ROAD AND 16 GE0944'FEET NORTH-NORTHWEST OF A 16-INCH OAK TREE. IT IS STAMPED GE0944'RIDDLE 2 NO 3 1955 AND PROJECTS 6 INCHES. GE0944' GE0944'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A GRAVEL GE0944'ROAD AT A POINT WHERE THE ROAD TURNS SHARPLY TO THE EAST, AND GE0944'2 FEET SOUTH OF A STEEL WITNESS POST. IT IS STAMPED RIDDLE 1954 GE0944'AND PROJECTS 6 INCHES. GE0944' GE0944'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND GE0944'COUNTY ROUTE J IN THE NORTHWEST SECTION OF MALDEN, GO WEST GE0944'ON COUNTY ROUTE J FOR 5.7 MILES TO A GRAVEL ROAD ON THE RIGHT. GE0944'TURN RIGHT AND FOLLOW THE MAIN GRAVEL ROAD NORTH FOR 2.0 MILES GE0944'TO THE STATION ON THE RIGHT. GE0944' GE0944'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL GE0944'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT. GE0944' GE0944'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS. GE0944 GE0944 STATION RECOVERY (1959) GE0944 GE0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR) GE0944'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND GE0944'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 3 WHICH HAD BEEN GE0944'DESTROYED. REFERENCE MARK NO. 4 WAS ESTABLISHED. MR. LEE WARREN GE0944'HAS COMPLETED HIS GRAVEL EXCAVATING IN THIS AREA AND STATED GE0944'THAT THE MARKS SHOULD NOT BE DISTURBED IN THE FUTURE. THERE GE0944'ARE SOME LOCAL CHANGES, SO A COMPLETE DESCRIPTION FOLLOWS. GE0944' GE0944'STATION IS LOCATED ABOUT 7 MILES NORTH OF CAMPBELL AND 6 MILES GE0944'WEST-NORTHWEST OF MALDEN ON A SMALL KNOLL KNOWN LOCALLY AS GE0944'RIDDLE HILL. THERE IS A SHARP DROP-OFF TO THE EAST OF THIS KNOLL GE0944'DUE TO THE EXCAVATING OF GRAVEL. STATION IS 35 FEET EAST OF GE0944'THE CENTER OF GRAVEL ROAD, 9 FEET WEST OF A STEEP BANK AT THE GE0944'EDGE OF A GRAVEL PIT, AND 3 FEET WEST OF A NEW WITNESS POST GE0944'SIGN. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GE0944'RIDDLE 2 1955. GE0944' GE0944'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 GE0944'AND COUNTY ROUTE J IN THE NORTHWEST PART OF THE CITY OF MALDEN, GE0944'GO WEST ON COUNTY ROUTE J FOR 5.7 MILES TO A GRAVEL ROAD ON GE0944'THE RIGHT. TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 2.0 MILES GE0944'TO THE STATION ON THE RIGHT AS DESCRIBED. GE0944' GE0944'REFERENCE MARK NO. 1 IS 22.56 FEET SOUTH OF THE STATION, 40 GE0944'FEET EAST OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT NORTH OF A GE0944'STEEP BANK. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GE0944'RIDDLE NO 1 1954. (ARROW ON DISK POINTS AWAY FROM STATION.) GE0944' GE0944'REFERENCE MARK NO. 4 IS 60.01 FEET NORTH OF THE STATION, 30 FEET GE0944'EAST OF THE CENTER OF GRAVEL ROAD, AND 5 FEET SOUTH OF STEEP GE0944'BANK. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RIDDLE 2 GE0944'NO 4 1955. GE0944' GE0944'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 20 FEET WEST OF GE0944'THE CENTER OF GRAVEL ROAD AT A POINT WHERE THE ROAD TURNS SHARPLY GE0944'TO THE EAST, 2 FEET SOUTH OF A STEEL WITNESS POST, AND 2 FEET GE0944'EAST OF A NEW WITNESS POST SIGN. THE MARK PROJECTS 6 INCHES GE0944'AND THE DISK IS STAMPED RIDDLE 1954. GE0944' GE0944'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL GE0944'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. GE0944 GE0944 STATION RECOVERY (2002) GE0944 GE0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0944'MARK NOT FOUND.