1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1547 *********************************************************************** HD1547 DESIGNATION - A 177 RESET HD1547 PID - HD1547 HD1547 STATE/COUNTY- MO/ST CLAIR HD1547 USGS QUAD - ROSCOE (1991) HD1547 HD1547 *CURRENT SURVEY CONTROL HD1547 ___________________________________________________________________ HD1547* NAD 83(1986)- 37 58 20. (N) 093 48 31. (W) SCALED HD1547* NAVD 88 - 223.52 (meters) 733.3 (feet) RESET HD1547 ___________________________________________________________________ HD1547 GEOID HEIGHT- -31.66 (meters) GEOID99 HD1547 HD1547 VERT ORDER - THIRD HD1547 HD1547.The horizontal coordinates were scaled from a topographic map and have HD1547.an estimated accuracy of +/- 6 seconds. HD1547 HD1547.The orthometric height was computed from unverified reset data. HD1547.No vertical observational check was made to the station. HD1547 HD1547.The geoid height was determined by GEOID99. HD1547 HD1547; North East Units Estimated Accuracy HD1547;SPC MO W - 200,590. 910,750. MT (+/- 180 meters Scaled) HD1547 HD1547 SUPERSEDED SURVEY CONTROL HD1547 HD1547 NGVD 29 (10/29/03) 223.41 (m) 733.0 (f) RESET 3 HD1547 HD1547.Superseded values are not recommended for survey control. HD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1547.See file dsdata.txt to determine how the superseded data were derived. HD1547 HD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC289030(NAD 83) HD1547_MARKER: DB = BENCH MARK DISK HD1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1547_STAMPING: A 177 RESET 1976 HD1547_MARK LOGO: NGS HD1547_MAGNETIC: N = NO MAGNETIC MATERIAL HD1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1547+STABILITY: SURFACE MOTION HD1547 HD1547 HISTORY - Date Condition Report By HD1547 HISTORY - 1976 MONUMENTED NGS HD1547 HD1547 STATION DESCRIPTION HD1547 HD1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 HD1547'IN ROSCOE, AT THE JUNCTION OF STATE HIGHWAY 82 AND COUNTY ROAD E, 6.0 HD1547'FEET SOUTH OF POWERPOLE, 28.0 FEET WEST OF CENTERLINE OF COUNTY ROAD HD1547'E, AND 0.05 MILE NORTH OF INTERSECTION OF STATE HIGHWAY 82. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE6024 *********************************************************************** DE6024 DESIGNATION - A 22 RESET DE6024 PID - DE6024 DE6024 STATE/COUNTY- MO/ST CLAIR DE6024 USGS QUAD - LOWRY CITY (1991) DE6024 DE6024 *CURRENT SURVEY CONTROL DE6024 ___________________________________________________________________ DE6024* NAD 83(1986)- 38 11 02. (N) 093 44 00. (W) SCALED DE6024* NAVD 88 - 262.88 (meters) 862.5 (feet) RESET DE6024 ___________________________________________________________________ DE6024 GEOID HEIGHT- -32.03 (meters) GEOID99 DE6024 DE6024 VERT ORDER - THIRD DE6024 DE6024.The horizontal coordinates were scaled from a topographic map and have DE6024.an estimated accuracy of +/- 6 seconds. DE6024 DE6024.The orthometric height was computed from unverified reset data. DE6024.No vertical observational check was made to the station. DE6024 DE6024.The geoid height was determined by GEOID99. DE6024 DE6024; North East Units Estimated Accuracy DE6024;SPC MO W - 224,140. 917,170. MT (+/- 180 meters Scaled) DE6024 DE6024 SUPERSEDED SURVEY CONTROL DE6024 DE6024.No superseded survey control is available for this station. DE6024 DE6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357264(NAD 83) DE6024_MARKER: DV = VERTICAL CONTROL DISK DE6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE6024_STAMPING: A 22 RESET 1999 DE6024_MARK LOGO: NGS DE6024_MAGNETIC: N = NO MAGNETIC MATERIAL DE6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE6024+STABILITY: SURFACE MOTION DE6024 DE6024 HISTORY - Date Condition Report By DE6024 HISTORY - 1999 MONUMENTED MODNR DE6024 DE6024 STATION DESCRIPTION DE6024 DE6024'DESCRIBED BY MO DEPT OF NAT RES 1999 (JC) DE6024'3.2 MILES NORTH ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM THE DE6024'STATION AT LOWRY CITY, AT A ROAD CROSSING. 2943 METERS SOUTH OF ST DE6024'CLAIR-HENRY COUNTY LINE, 39 METERS WEST OF CENTERLINE OF ROUTE 13 AT DE6024'TOP OF BACKSLOPE AT NORTH SIDE OF COUNTY ROAD NEAR STEEL RIGHT OF WAY DE6024'MARKER, AND FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1548 *********************************************************************** HD1548 DESIGNATION - G 177 RESET HD1548 PID - HD1548 HD1548 STATE/COUNTY- MO/ST CLAIR HD1548 USGS QUAD - TIFFIN (1991) HD1548 HD1548 *CURRENT SURVEY CONTROL HD1548 ___________________________________________________________________ HD1548* NAD 83(1986)- 37 58 36. (N) 093 56 14. (W) SCALED HD1548* NAVD 88 - 245.33 (meters) 804.9 (feet) RESET HD1548 ___________________________________________________________________ HD1548 GEOID HEIGHT- -31.70 (meters) GEOID99 HD1548 HD1548 VERT ORDER - THIRD HD1548 HD1548.The horizontal coordinates were scaled from a topographic map and have HD1548.an estimated accuracy of +/- 6 seconds. HD1548 HD1548.The orthometric height was computed from unverified reset data. HD1548.No vertical observational check was made to the station. HD1548 HD1548.The geoid height was determined by GEOID99. HD1548 HD1548; North East Units Estimated Accuracy HD1548;SPC MO W - 201,010. 899,440. MT (+/- 180 meters Scaled) HD1548 HD1548 SUPERSEDED SURVEY CONTROL HD1548 HD1548 NGVD 29 (10/29/03) 245.23 (m) 804.6 (f) RESET 3 HD1548 HD1548.Superseded values are not recommended for survey control. HD1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1548.See file dsdata.txt to determine how the superseded data were derived. HD1548 HD1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC176036(NAD 83) HD1548_MARKER: DB = BENCH MARK DISK HD1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1548_STAMPING: G 177 RESET 1976 HD1548_MARK LOGO: NGS HD1548_MAGNETIC: N = NO MAGNETIC MATERIAL HD1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1548+STABILITY: SURFACE MOTION HD1548 HD1548 HISTORY - Date Condition Report By HD1548 HISTORY - 1976 MONUMENTED NGS HD1548 HD1548 STATION DESCRIPTION HD1548 HD1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 HD1548'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF STATE HD1548'HIGHWAY 82 AND COUNTY ROAD O IN TIFFIN, THENCE 1.0 MILE NORTH ALONG A HD1548'DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, 26.0 FEET SOUTH OF HD1548'CENTERLINE OF GRAVEL ROAD, AND 33.0 FEET WEST OF A CORNER FENCE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1545 *********************************************************************** HD1545 DESIGNATION - H 176 RESET HD1545 PID - HD1545 HD1545 STATE/COUNTY- MO/ST CLAIR HD1545 USGS QUAD - ROSCOE (1991) HD1545 HD1545 *CURRENT SURVEY CONTROL HD1545 ___________________________________________________________________ HD1545* NAD 83(1986)- 37 57 30. (N) 093 49 47. (W) SCALED HD1545* NAVD 88 - 220.71 (meters) 724.1 (feet) RESET HD1545 ___________________________________________________________________ HD1545 GEOID HEIGHT- -31.63 (meters) GEOID99 HD1545 HD1545 VERT ORDER - THIRD HD1545 HD1545.The horizontal coordinates were scaled from a topographic map and have HD1545.an estimated accuracy of +/- 6 seconds. HD1545 HD1545.The orthometric height was computed from unverified reset data. HD1545.No vertical observational check was made to the station. HD1545 HD1545.The geoid height was determined by GEOID99. HD1545 HD1545; North East Units Estimated Accuracy HD1545;SPC MO W - 199,040. 908,900. MT (+/- 180 meters Scaled) HD1545 HD1545 SUPERSEDED SURVEY CONTROL HD1545 HD1545 NGVD 29 (10/29/03) 220.60 (m) 723.8 (f) RESET 3 HD1545 HD1545.Superseded values are not recommended for survey control. HD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1545.See file dsdata.txt to determine how the superseded data were derived. HD1545 HD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC271015(NAD 83) HD1545_MARKER: DB = BENCH MARK DISK HD1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1545_STAMPING: H 176 RESET 1976 HD1545_MARK LOGO: NGS HD1545_MAGNETIC: N = NO MAGNETIC MATERIAL HD1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1545+STABILITY: SURFACE MOTION HD1545 HD1545 HISTORY - Date Condition Report By HD1545 HISTORY - 1976 MONUMENTED NGS HD1545 HD1545 STATION DESCRIPTION HD1545 HD1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 HD1545'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE HD1545'HIGHWAY 82 AND COUNTY ROAD E IN ROSCOE, AND ABOUT 200 FEET SOUTHEAST HD1545'OF A SMALL CONCRETE BRIDGE, 6.5 FEET NORTHEAST OF A NEW POER POLE, HD1545'AND 18 FEET NORTHEAST OF THE EDGE OF A CREEK BANK, MARK IS FLUSH WITH HD1545'THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2806 *********************************************************************** JD2806 DESIGNATION - J 12 RESET JD2806 PID - JD2806 JD2806 STATE/COUNTY- MO/ST CLAIR JD2806 USGS QUAD - OSCEOLA (1991) JD2806 JD2806 *CURRENT SURVEY CONTROL JD2806 ___________________________________________________________________ JD2806* NAD 83(1986)- 38 02 49. (N) 093 42 11. (W) SCALED JD2806* NAVD 88 - 232.65 (meters) 763.3 (feet) RESET JD2806 ___________________________________________________________________ JD2806 GEOID HEIGHT- -31.81 (meters) GEOID99 JD2806 JD2806 VERT ORDER - THIRD JD2806 JD2806.The horizontal coordinates were scaled from a topographic map and have JD2806.an estimated accuracy of +/- 6 seconds. JD2806 JD2806.The orthometric height was computed from unverified reset data. JD2806.No vertical observational check was made to the station. JD2806 JD2806.The geoid height was determined by GEOID99. JD2806 JD2806; North East Units Estimated Accuracy JD2806;SPC MO W - 208,960. 919,950. MT (+/- 180 meters Scaled) JD2806 JD2806 SUPERSEDED SURVEY CONTROL JD2806 JD2806 NGVD 29 (10/29/03) 232.54 (m) 762.9 (f) RESET 3 JD2806 JD2806.Superseded values are not recommended for survey control. JD2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2806.See file dsdata.txt to determine how the superseded data were derived. JD2806 JD2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC383112(NAD 83) JD2806_MARKER: DD = SURVEY DISK JD2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2806_STAMPING: J 12 RESET 1983 JD2806_MARK LOGO: USGS JD2806_MAGNETIC: N = NO MAGNETIC MATERIAL JD2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2806+STABILITY: SURFACE MOTION JD2806 JD2806 HISTORY - Date Condition Report By JD2806 HISTORY - 1983 MONUMENTED NGS JD2806 JD2806 STATION DESCRIPTION JD2806 JD2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 JD2806'AT THE COURTHOUSE IN OSEOLA, 48.25 FT (14.71 M) WEST FROM THE CENTER JD2806'OF THE STEPS OF THE NORTHWEST ENTRANCE TO THE COURTHOUSE, 44.1 FT JD2806'(13.4 M) SOUTH FROM THE FLAGPOLE, 19.1 FT (5.8 M) NORTHWEST FROM THE JD2806'NORTHWEST CORNER OF THE COURTHOUSE AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1546 *********************************************************************** HD1546 DESIGNATION - J 176 RESET HD1546 PID - HD1546 HD1546 STATE/COUNTY- MO/ST CLAIR HD1546 USGS QUAD - ROSCOE (1991) HD1546 HD1546 *CURRENT SURVEY CONTROL HD1546 ___________________________________________________________________ HD1546* NAD 83(1986)- 37 58 07. (N) 093 49 04. (W) SCALED HD1546* NAVD 88 - 226.73 (meters) 743.9 (feet) RESET HD1546 ___________________________________________________________________ HD1546 GEOID HEIGHT- -31.66 (meters) GEOID99 HD1546 HD1546 VERT ORDER - THIRD HD1546 HD1546.The horizontal coordinates were scaled from a topographic map and have HD1546.an estimated accuracy of +/- 6 seconds. HD1546 HD1546.The orthometric height was computed from unverified reset data. HD1546.No vertical observational check was made to the station. HD1546 HD1546.The geoid height was determined by GEOID99. HD1546 HD1546; North East Units Estimated Accuracy HD1546;SPC MO W - 200,190. 909,940. MT (+/- 180 meters Scaled) HD1546 HD1546 SUPERSEDED SURVEY CONTROL HD1546 HD1546 NGVD 29 (10/29/03) 226.62 (m) 743.5 (f) RESET 3 HD1546 HD1546.Superseded values are not recommended for survey control. HD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1546.See file dsdata.txt to determine how the superseded data were derived. HD1546 HD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC281026(NAD 83) HD1546_MARKER: DB = BENCH MARK DISK HD1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1546_STAMPING: J 176 RESET 1976 HD1546_MARK LOGO: NGS HD1546_MAGNETIC: N = NO MAGNETIC MATERIAL HD1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1546+STABILITY: SURFACE MOTION HD1546 HD1546 HISTORY - Date Condition Report By HD1546 HISTORY - 1976 MONUMENTED NGS HD1546 HD1546 STATION DESCRIPTION HD1546 HD1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 HD1546'0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF HD1546'HIGHWAY 82 AND COUNTY ROAD E IN ROSCOE, 2.5 FEET NORTHWEST OF A HD1546'7-INCH ROUND POST IN FENCELINE, AND ABOUT 150 FEET NORTH OF THE HD1546'NORTHEAST CORNER OF MR H.R. KERLEY HOUSE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE6023 *********************************************************************** DE6023 DESIGNATION - K 260 RESET DE6023 PID - DE6023 DE6023 STATE/COUNTY- MO/ST CLAIR DE6023 USGS QUAD - LOWRY CITY (1991) DE6023 DE6023 *CURRENT SURVEY CONTROL DE6023 ___________________________________________________________________ DE6023* NAD 83(1986)- 38 11 48. (N) 093 44 46. (W) SCALED DE6023* NAVD 88 - 246.45 (meters) 808.6 (feet) RESET DE6023 ___________________________________________________________________ DE6023 GEOID HEIGHT- -32.05 (meters) GEOID99 DE6023 DE6023 VERT ORDER - THIRD DE6023 DE6023.The horizontal coordinates were scaled from a topographic map and have DE6023.an estimated accuracy of +/- 6 seconds. DE6023 DE6023.The orthometric height was computed from unverified reset data. DE6023.No vertical observational check was made to the station. DE6023 DE6023.The geoid height was determined by GEOID99. DE6023 DE6023; North East Units Estimated Accuracy DE6023;SPC MO W - 225,550. 916,040. MT (+/- 180 meters Scaled) DE6023 DE6023 SUPERSEDED SURVEY CONTROL DE6023 DE6023.No superseded survey control is available for this station. DE6023 DE6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC346278(NAD 83) DE6023_MARKER: DV = VERTICAL CONTROL DISK DE6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE6023_STAMPING: K 260 RESET 1999 DE6023_MARK LOGO: NGS DE6023_MAGNETIC: N = NO MAGNETIC MATERIAL DE6023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE6023+STABILITY: SURFACE MOTION DE6023 DE6023 HISTORY - Date Condition Report By DE6023 HISTORY - 1999 MONUMENTED MODNR DE6023 DE6023 STATION DESCRIPTION DE6023 DE6023'DESCRIBED BY MO DEPT OF NAT RES 1999 (JC) DE6023'4.3 MILES NORTH ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM THE DE6023'STATION AT LOWRY CITY, AT A PRIVATE ROAD CROSSING, 3 1/2 POLES NORTH DE6023'OF MILEPOST 103, 1198 METERS SOUTH OF ST CLAIR-HENRY COUNTY LINE, 42 DE6023'METERS WEST OF CENTERLINE MEDIAN OF ROUTE 13 AT TOP OF BACKSLOPE AT DE6023'NORTH SIDE OF FIELD ENTRANCE, NEAR STEEL WITNESS POST, AND FLUSH WITH DE6023'GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0369 *********************************************************************** JE0369 DESIGNATION - K 261 RESET JE0369 PID - JE0369 JE0369 STATE/COUNTY- MO/ST CLAIR JE0369 USGS QUAD - APPLETON CITY (1981) JE0369 JE0369 *CURRENT SURVEY CONTROL JE0369 ___________________________________________________________________ JE0369* NAD 83(1986)- 38 11 25. (N) 094 01 45. (W) SCALED JE0369* NAVD 88 - 265.65 (meters) 871.6 (feet) RESET JE0369 ___________________________________________________________________ JE0369 GEOID HEIGHT- -32.06 (meters) GEOID99 JE0369 JE0369 VERT ORDER - THIRD JE0369 JE0369.The horizontal coordinates were scaled from a topographic map and have JE0369.an estimated accuracy of +/- 6 seconds. JE0369 JE0369.The orthometric height was computed from unverified reset data. JE0369 JE0369.The geoid height was determined by GEOID99. JE0369 JE0369; North East Units Estimated Accuracy JE0369;SPC MO W - 224,670. 891,250. MT (+/- 180 meters Scaled) JE0369 JE0369 SUPERSEDED SURVEY CONTROL JE0369 JE0369.No superseded survey control is available for this station. JE0369 JE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC098274(NAD 83) JE0369_MARKER: DB = BENCH MARK DISK JE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0369_STAMPING: K 261 RESET 1966 JE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0369+STABILITY: SURFACE MOTION JE0369 JE0369 HISTORY - Date Condition Report By JE0369 HISTORY - 1966 MONUMENTED CGS JE0369 JE0369 STATION DESCRIPTION JE0369 JE0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JE0369'AT APPLETON CITY. JE0369'AT APPLETON CITY, IN A SMALL GRASSY AREA NORTHEAST OF THE JE0369'RAILROAD DEPOT, IN THE SOUTHWEST ANGLE OF AN INTERSECTION, 54.5 JE0369'FEET SOUTH OF THE CENTERLINE OF MAIN STREET (4TH STREET), 50.5 JE0369'FEET WEST OF THE CENTER OF WALNUT AVENUE, 42.5 FEET EAST OF THE JE0369'CENTER OF THE MAIN RAILROAD TRACK, 7 FEET SOUTH OF THE SOUTH JE0369'EDGE OF A SIDEWALK, 2 FEET EAST-SOUTHEAST OF A POWERLINE POLE, JE0369'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH JE0369'WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1726 *********************************************************************** JD1726 DESIGNATION - Z 261 RESET JD1726 PID - JD1726 JD1726 STATE/COUNTY- MO/ST CLAIR JD1726 USGS QUAD - OHIO (1961) JD1726 JD1726 *CURRENT SURVEY CONTROL JD1726 ___________________________________________________________________ JD1726* NAD 83(1986)- 38 12 25. (N) 093 46 19. (W) SCALED JD1726* NAVD 88 - 246.79 (meters) 809.7 (feet) RESET JD1726 ___________________________________________________________________ JD1726 GEOID HEIGHT- -32.07 (meters) GEOID99 JD1726 JD1726 VERT ORDER - THIRD JD1726 JD1726.The horizontal coordinates were scaled from a topographic map and have JD1726.an estimated accuracy of +/- 6 seconds. JD1726 JD1726.The orthometric height was computed from unverified reset data. JD1726 JD1726.The geoid height was determined by GEOID99. JD1726 JD1726; North East Units Estimated Accuracy JD1726;SPC MO W - 226,670. 913,760. MT (+/- 180 meters Scaled) JD1726 JD1726 SUPERSEDED SURVEY CONTROL JD1726 JD1726.No superseded survey control is available for this station. JD1726 JD1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC324290(NAD 83) JD1726_MARKER: DB = BENCH MARK DISK JD1726_SETTING: 0 = UNSPECIFIED SETTING JD1726_STAMPING: Z 261 1962 RESET 1964 JD1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1726 JD1726 HISTORY - Date Condition Report By JD1726 HISTORY - 1964 MONUMENTED CGS JD1726 JD1726 STATION DESCRIPTION JD1726 JD1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JD1726'6.2 MI N FROM LOWRY CITY. JD1726'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO JD1726'RAILROAD FROM THE STATION AT LOWRY CITY, THENCE 0.85 MILE W ALONG JD1726'STATE HIGHWAY 13 TO WHERE IT STARTS CURVING TO THE NORTH, JD1726'THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD TO A T-ROAD NORTH, JD1726'THENCE RIGHT OR NORTH ALONG GRAVEL ROAD FOR 0.05 MILE, ABOUT JD1726'0.15 MILE SOUTH OF ALBERT MANBECKS FARMHOUSE AND WHERE STATE JD1726'HIGHWAY 13 STARTS TO CURVE TO THE EAST, 240 FEET NORTH OF THE JD1726'CENTER OF GRADED ROAD WHICH RUNS EAST AND WEST ALONG THE ST. JD1726'CLAIR-HENRY COUNTY LINE, 23 FEET WEST OF THE CENTER OF GRAVEL JD1726'ROAD, 3 FEET NORTH OF POWER POLE 83-35-10 WITH A TRANSFORMER, JD1726'1 FOOT EAST OF A FENCE, 1 FOOT SOUTH OF A NEW STEEL WITNESS JD1726'POST, AND THE MARK PROJECTS 4 INCHES.