1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1749 *********************************************************************** HB1749 DESIGNATION - BELL HB1749 PID - HB1749 HB1749 STATE/COUNTY- MO/STODDARD HB1749 USGS QUAD - BELL CITY (1978) HB1749 HB1749 *CURRENT SURVEY CONTROL HB1749 ___________________________________________________________________ HB1749* NAD 83(1997)- 37 00 48.54105(N) 089 50 21.53508(W) ADJUSTED HB1749* NAVD 88 - 165. (meters) 541. (feet) SCALED HB1749 ___________________________________________________________________ HB1749 LAPLACE CORR- 1.33 (seconds) DEFLEC99 HB1749 GEOID HEIGHT- -28.27 (meters) GEOID99 HB1749 HB1749 HORZ ORDER - FIRST HB1749 HB1749.The horizontal coordinates were established by classical geodetic methods HB1749.and adjusted by the National Geodetic Survey in February 2000. HB1749 HB1749.The orthometric height was scaled from a topographic map. HB1749 HB1749.The Laplace correction was computed from DEFLEC99 derived deflections. HB1749 HB1749.The geoid height was determined by GEOID99. HB1749 HB1749; North East Units Scale Converg. HB1749;SPC MO E - 131,152.941 308,794.706 MT 0.99997590 +0 23 51.9 HB1749;UTM 16 - 4,100,137.996 247,384.801 MT 1.00038621 -1 42 36.6 HB1749 HB1749: Primary Azimuth Mark Grid Az HB1749:SPC MO E - POOR 206 08 28.5 HB1749:UTM 16 - POOR 208 14 57.0 HB1749 HB1749|---------------------------------------------------------------------| HB1749| PID Reference Object Distance Geod. Az | HB1749| dddmmss.s | HB1749| HB1821 BELL RM 1 28.538 METERS 05837 | HB1749| GD1783 SIKESTON MUNICIPAL TANK APPROX.27.2 KM 1231811.5 | HB1749| CI2962 BELL RM 2 51.743 METERS 20131 | HB1749| GD1860 POOR APPROX.18.4 KM 2063220.4 | HB1749| GD1861 BLOOMFIELD MUNICIPAL TANK APPROX.16.3 KM 2094422.3 | HB1749| HB1823 BELL AZ MK 2360834.8 | HB1749| HB1822 BELL RM 3 8.584 METERS 32805 | HB1749|---------------------------------------------------------------------| HB1749 HB1749 SUPERSEDED SURVEY CONTROL HB1749 HB1749 NAD 83(1997)- 37 00 48.54166(N) 089 50 21.53401(W) AD( ) 1 HB1749 NAD 83(1997)- 37 00 48.55201(N) 089 50 21.53170(W) AD( ) 1 HB1749 NAD 83(1986)- 37 00 48.55118(N) 089 50 21.53344(W) AD( ) 1 HB1749 NAD 27 - 37 00 48.37700(N) 089 50 21.22600(W) AD( ) 1 HB1749 HB1749.Superseded values are not recommended for survey control. HB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1749.See file dsdata.txt to determine how the superseded data were derived. HB1749 HB1749_MARKER: DS = TRIANGULATION STATION DISK HB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1749+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002 HB1749 HB1749 HISTORY - Date Condition Report By HB1749 HISTORY - 1930 MONUMENTED CGS HB1749 HISTORY - 1938 GOOD CGS HB1749 HISTORY - 1962 GOOD CGS HB1749 HISTORY - 1970 GOOD NGS HB1749 HISTORY - 20020822 GOOD USACE HB1749 HB1749 STATION DESCRIPTION HB1749 HB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS) HB1749'ABOUT 10 MILES, AIR LINE, AND 16 MILES BY ROAD NORTHEAST OF HB1749'BLOOMFIELD, 1 MILE, AIR LINE, AND 1.5 MILES BY ROAD WEST- BY-SOUTH HB1749'OF BELL CITY, AND 1.2 MILES SOUTHWEST OF THE BELL CITY-BLOOMFIELD HB1749'ROAD, ON HIGHEST KNOB ON NORTH SIDE OF OLD BLUFF ROAD. TOP OF KNOB HB1749'IS PARTLY TIMBERED, WITH CLEARED FIELD TO WEST. HB1749' HB1749'TO REACH FROM BLOOMFIELD, GO 11 MILES NORTH ON ROUTE 25 TO ROAD HB1749'LEADING EAST AT MILE BOARD BELL CITY 4 MILES, FOLLOW BELL CITY HB1749'ROAD 3.6 MILES TO TOP OF HILL, TAKE ROAD ON RIGHT WHICH LEADS UP HB1749'RIDGE THROUGH DEEP NARROW CUT 1.2 MILES TO TOP OF RIDGE AND HB1749'STATION, WHICH IS 7 METERS (23 FEET) NORTH-BY-WEST (RIGHT SIDE) OF HB1749'CENTER LINE OF BLUFF ROAD, 9.8 METERS (32 FEET) NORTH-EAST OF HB1749'36-INCH OAK WITH TRIANGULAR BLAZE, AND 10 METERS (33 FEET) NORTHEAST HB1749'OF SPLIT-PICKET FENCE. HB1749' HB1749'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, HB1749'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN HB1749'CONCRETE. HB1749' HB1749'REFERENCE MARK NO. 1 IS 4 METERS (13 FEET) NORTH OF CENTER LINE OF HB1749'DIRT ROAD, AND 28.55 METERS (93.7 FEET) FROM STATION, HB1749'N 58 DEG 38 MIN E. REFERENCE MARK NO. 2 IS 4 METERS (13 FEET) HB1749'SOUTHEAST OF CENTER LINE OF DIRT ROAD, IN EDGE OF WOODS, AND 55 HB1749'METERS (180 FEET) FROM STATION, S 21 DEG 32 MIN W. HB1749 HB1749 STATION RECOVERY (1938) HB1749 HB1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM) HB1749'STATION RECOVERED AS DESCRIBED AND ALL HB1749'MARKS FOUND IN GOOD CONDITION. ABOUT 10 MILES, AIR LINE, AND 16 HB1749'MILES BY ROAD NORTHEAST OF BLOOMFIELD, AND 1.5 MILES WEST-BY-SOUTH OF HB1749'BELL CITY, ON HIGHEST KNOB, ON NORTH SIDE OF OLD BLUFF ROAD. TOP HB1749'OF KNOB IS PARTLY TIMBERED WITH CLEARED FIELD TO WEST. STATION IS ON HB1749'HIGHEST POINT IN VICINITY, 13 FEET WEST OF WEST BANK OF OLD ROAD HB1749'CUT THROUGH HILL, 59 FEET SOUTH OF CENTER OF LARGE OAK TREE WITH HB1749'TRIANGULAR BLAZE, AND PROJECTS ABOUT 4 INCHES. STATION AND HB1749'UNDERGROUND MARKS. REFERENCE MARKS ARE HB1749'STANDARD DISKS IN CONCRETE. HB1749' HB1749'TO REACH FROM ADVANCE, GO SOUTH ON HIGHWAY M 25 FOR 6 MILES TO GRAVEL HB1749'ROAD LEADING EAST AT SIGN BELL CITY 4 MILES, GO EAST ON THIS HB1749'ROAD FOR 3.6 MILES TO ROAD LEADING SOUTHWEST AT TOP OF HILL, TURN HB1749'RIGHT ON THIS ROAD UPHILL THROUGH DEEP CUT 1.2 MILES TO TOP OF HB1749'RIDGE AND STATION ON RIGHT. HB1749' HB1749'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 4 FEET NORTH OF HB1749'NORTH BANK OF OLD ROAD, AND PROJECTS 4 INCHES. REFERENCE MARK HB1749'NO. 2 IS SOUTH-SOUTHWEST OF STATION, IN SOUTH EDGE OF ROAD, AND HB1749'PROJECTS ONE FOOT. HB1749' HB1749'A NEW AZIMUTH MARK WAS SET BELL 1938, ABOUT 0.45 MILE SOUTHWEST OF HB1749'STATION. TO REACH FROM STATION, GO SOUTHWEST ON GRAVELED ROAD HB1749'0.45 MILE, THENCE RIGHT ON LANE INTO FARM, GO PAST FARMHOUSE TO BARN. HB1749'MARK IS 1 FOOT NORTH OF EAST-WEST FENCE ON NORTH SIDE OF GARDEN, 4 HB1749'FEET EAST OF LONE-CEDAR TREE, AND 100 FEET NORTH OF NORTH SIDE OF HB1749'BARN. HB1749' HB1749'DESCRIPTION ON THIS STATION BY P. A. SMITH GIVES DISTANCE TO R. M. HB1749'NO. 2 AS 180 FEET, WHICH MUST BE SLOPE MEASUREMENT. THERE IS QUITE HB1749'A DIFFERENCE IN ELEVATION BETWEEN STATION AND R.M. NO. 2. MEASUREMENT HB1749'OF 169.76 FEET IN THIS DESCRIPTION HAS BEEN CORRECTED FOR DIFFERENCE HB1749'IN ELEVATION. HB1749 HB1749 STATION RECOVERY (1962) HB1749 HB1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RGW) HB1749'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK HAVE BEEN HB1749'RECOVERED AS DESCRIBED. HB1749' HB1749'REFERENCE MARK NO. 2 HAS PROBABLY BEEN DESTROYED. HB1749 HB1749 STATION RECOVERY (1970) HB1749 HB1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) HB1749'THE STATION MARK, REFERENCE MARK NO. 1 AND THE 1938 AZIMUTH MARK WERE HB1749'RECOVERED IN APPARENT GOOD CONDITION. REFERENCE MARK NO. 2 WAS HB1749'SEARCHED FOR, BUT IT COULD NOT BE FOUND AND IS THOUGHT DESTROYED BY HB1749'ROAD CONSTRUCTION ALONG CROWLEYS RIDGE. A NEW REFERENCE MARK NO. HB1749'3 WAS ESTABLISHED. THE 1938 AZIMUTH MARK IS NOW OBSTRUCTED BY A DENSE HB1749'STAND OF HARDWOOD TIMBER. NO NEW AZIMUTH MARK WAS ESTABLISHED. THE HB1749'STATION WAS OCCUPIED AND THE ANGLES OBSERVED ON THE REFERENCE MARKS HB1749'FROM A DISTANT STANDPIPE. IN CHECKING THE HORIZONTAL MEASURED HB1749'DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 1 A DISTANCE HB1749'OF 93.63 FEET WAS OBTAINED AS OPPOSED TO THE 1930 AND 1938 HB1749'MEASUREMENT OF 93.7 FEET. HB1749' HB1749'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. HB1749' HB1749'THE STATION IS LOCATED ON TOP OF A HIGH, HEAVILY TIMBERED KNOLL ON HB1749'CROWLEYS RIDGE, ABOUT 10 MILES NORTHEAST OF BLOOMFIELD AND HB1749'1.5 MILES SOUTHWEST OF BELL CITY. HB1749' HB1749'TO REACH THE STATION FROM THE POST OFFICE IN BELL CITY, GO SOUTH AND HB1749'WEST ON RELOCATED STATE ROUTE 91 FOR 0.55 OF A MILE TO THE CREST HB1749'OF CROWLEYS RIDGE AND A GRAVELED ROAD LEFT ALONG THE RIDGE. HERE TURN HB1749'LEFT AND FOLLOW WINDING ROAD SOUTH AND SOUTHWESTERLY ALONG THE HB1749'TOP OF THE RIDGE FOR 1.1 MILES TO THE OLD ROAD ON THE RIGHT AND THE HB1749'STATION ON THE RIGHT IN WOODS AS DESCRIBED. HB1749' HB1749'THE STATION IS 89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HB1749'CLEARING, 83 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED HB1749'ROAD, 40 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM ROAD LEADING HB1749'TO THE CLEARING, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE HB1749'OLD GRADED ROAD, 21 FEET NORTHEAST OF A 10-INCH HICKORY TREE, 19 FEET HB1749'NORTHWEST OF A 14-INCH OAK TREE, AND 2 FEET WEST OF A METAL WITNESS HB1749'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, HB1749'SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS HB1749'STAMPED BELL 1930. HB1749' HB1749'REFERENCE MARK NO. 1 IS 46 FEET SOUTHEAST OF A FENCE ALONG THE EAST HB1749'SIDE OF THE CLEARING, 51 FEET NORTH OF THE APPROXIMATE HB1749'CENTER OF THE DIM ROAD LEADING TO THE CLEARING, 21 FEET NORTHEAST OF HB1749'AN 8-INCH, TWIN TRUNKED OAK TREE, AND 15 FEET WEST OF THE HB1749'APPROXIMATE CENTER OF THE OLD GRADED ROAD. IT IS A STANDARD DISK SET HB1749'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT HB1749'PROJECTS 2 INCHES AND THE DISK IS STAMPED BELL NO 1 1930. HB1749' HB1749'REFERENCE MARK NO. 3 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF HB1749'THE DIM ROAD LEADING TO THE CLEARING, 5 FEET SOUTH OF A 10-INCH HB1749'OAK TREE, 5 FEET NORTH OF A 14-INCH OAK TREE, AND 1.0 FOOT SOUTHEAST HB1749'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN HB1749'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 HB1749'INCHES AND THE DISK IS STAMPED BELL 1930 NO 3 1970. HB1749' HB1749'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND HB1749'REFERENCE MARK NO. 3 IS 98.00 FEET -29.871 METERS. HB1749' HB1749'THE AZIMUTH MARK IS ABOUT 400 FEET NORTHWEST OF A GATE LEADING INTO HB1749'AN ABANDONED FARM SITE, ABOUT 150 FEET SOUTHWEST OF THE EDGE OF A HB1749'SMALL POND, 116 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE BARN, 5 HB1749'FEET EAST OF A 24-INCH CEDAR TREE AT A FENCE CORNER, AND 1.0 HB1749'FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK HB1749'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND HB1749'THE DISK IS STAMPED BELL 1938. HB1749' HB1749'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST, WEST, HB1749'AND SOUTH ALONG CROWLEYS RIDGE ON THE GRAVELED ROAD FOR 0.55 OF A HB1749'MILE TO A LARGE WOODEN GATE ON THE RIGHT LEADING INTO AN ABANDONED HB1749'FARM SITE. HERE PASS THROUGH THE GATE AND GO WEST ON THE OLD HB1749'FARM DRIVE FOR ABOUT 250 FEET TO A LARGE BARN AND THE MARK 116 FEET HB1749'NORTH OF THE NORTHWEST CORNER OF THE BARN AS DESCRIBED. HB1749' HB1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.5 MILES HB1749'SOUTHWEST OF BELL CITY. HB1749 HB1749 STATION RECOVERY (2002) HB1749 HB1749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1749'THE STATION IS LOCATED IN RESIDENCE YARD. WEST SIDE OF HOUSE. NO HB1749'MEASUREMENTS MADE AT THIS TIME DUE TO OWNERS REQUEST OF PRIVACY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HC0094 *********************************************************************** HC0094 DESIGNATION - F 11 HC0094 PID - HC0094 HC0094 STATE/COUNTY- MO/STODDARD HC0094 USGS QUAD - STURDIVANT (1985) HC0094 HC0094 *CURRENT SURVEY CONTROL HC0094 ___________________________________________________________________ HC0094* NAD 83(1986)- 37 02 05. (N) 090 02 29. (W) SCALED HC0094* NAVD 88 - 105.344 (meters) 345.62 (feet) ADJUSTED HC0094 ___________________________________________________________________ HC0094 GEOID HEIGHT- -28.70 (meters) GEOID99 HC0094 DYNAMIC HT - 105.264 (meters) 345.35 (feet) COMP HC0094 MODELED GRAV- 979,874.7 (mgal) NAVD 88 HC0094 HC0094 VERT ORDER - FIRST CLASS II HC0094 HC0094.The horizontal coordinates were scaled from a topographic map and have HC0094.an estimated accuracy of +/- 6 seconds. HC0094 HC0094.The orthometric height was determined by differential leveling HC0094.and adjusted by the National Geodetic Survey in June 1991. HC0094 HC0094.The geoid height was determined by GEOID99. HC0094 HC0094.The dynamic height is computed by dividing the NAVD 88 HC0094.geopotential number by the normal gravity value computed on the HC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0094.degrees latitude (g = 980.6199 gals.). HC0094 HC0094.The modeled gravity was interpolated from observed gravity values. HC0094 HC0094; North East Units Estimated Accuracy HC0094;SPC MO E - 133,400. 290,800. MT (+/- 180 meters Scaled) HC0094 HC0094 SUPERSEDED SURVEY CONTROL HC0094 HC0094 NGVD 29 - 105.324 (m) 345.55 (f) ADJ UNCH 1 2 HC0094 HC0094.Superseded values are not recommended for survey control. HC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0094.See file dsdata.txt to determine how the superseded data were derived. HC0094 HC0094_MARKER: C = CAP OF CAP-AND-BOLT PAIR HC0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HC0094_STAMPING: 345.800 FT PRIM STA NO F 11 MO 1924 HC0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HC0094 HC0094 HISTORY - Date Condition Report By HC0094 HISTORY - 1924 MONUMENTED USGS HC0094 HISTORY - 1934 GOOD NGS HC0094 HISTORY - 20020904 MARK NOT FOUND USACE HC0094 HC0094 STATION DESCRIPTION HC0094 HC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 HC0094'2 MI SW FROM STURDIVANT. HC0094'IN STODDARD COUNTY, 2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN HC0094'FRANCISCO RAILWAY FROM THE STATION AT STURDIVANT, BOLLINGER HC0094'COUNTY, 35 FEET SOUTH OF THE STATION SIGN AT EAGLETTE, 5-1/2 HC0094'RAILS SOUTHWEST OF BRIDGE NO. A 166.4, 73 FEET SOUTHEAST OF HC0094'POLE 166/14, AND 43 FEET SOUTHEAST OF THE CENTER OF A ROAD HC0094'CROSSING. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, HC0094'STAMPED 345.800 FT PRIM TRAV STA NO F 11 MO 1924 AND RIVETED HC0094'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 14 INCHES HC0094'ABOVE GROUND. HC0094 HC0094 STATION RECOVERY (2002) HC0094 HC0094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0094'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1008 *********************************************************************** HB1008 DESIGNATION - J 13 RESET HB1008 PID - HB1008 HB1008 STATE/COUNTY- MO/STODDARD HB1008 USGS QUAD - ADVANCE (1963) HB1008 HB1008 *CURRENT SURVEY CONTROL HB1008 ___________________________________________________________________ HB1008* NAD 83(1986)- 37 07 02. (N) 089 53 00. (W) SCALED HB1008* NAVD 88 - 106.38 (meters) 349.0 (feet) RESET HB1008 ___________________________________________________________________ HB1008 GEOID HEIGHT- -28.44 (meters) GEOID99 HB1008 HB1008 VERT ORDER - THIRD HB1008 HB1008.The horizontal coordinates were scaled from a topographic map and have HB1008.an estimated accuracy of +/- 6 seconds. HB1008 HB1008.The orthometric height was computed from unverified reset data. HB1008 HB1008.The geoid height was determined by GEOID99. HB1008 HB1008; North East Units Estimated Accuracy HB1008;SPC MO E - 142,640. 304,800. MT (+/- 180 meters Scaled) HB1008 HB1008 SUPERSEDED SURVEY CONTROL HB1008 HB1008 NGVD 29 - 106.34 (m) 348.9 (f) RESET 3 HB1008 HB1008.Superseded values are not recommended for survey control. HB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1008.See file dsdata.txt to determine how the superseded data were derived. HB1008 HB1008_MARKER: DB = BENCH MARK DISK HB1008_SETTING: 30 = CULVERT HB1008_STAMPING: J 13 RESET 1941 HB1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1008+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002 HB1008 HB1008 HISTORY - Date Condition Report By HB1008 HISTORY - 1941 MONUMENTED MOHC HB1008 HISTORY - 1962 GOOD MOHC HB1008 HISTORY - 20010724 GOOD NOS HB1008 HISTORY - 20020823 GOOD USACE HB1008 HB1008 STATION DESCRIPTION HB1008 HB1008'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1941 HB1008'1.6 MI NE FROM ADVANCE. HB1008'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB1008'FROM THE STATION AT ADVANCE, STODDARD COUNTY, 0.1 MILE NORTHEAST HB1008'OF A ROAD CROSSING, AT A 12- BY 8-FOOT CULVERT UNDER STATE HB1008'HIGHWAY 25, IN THE TOP OF THE NORTHWEST HEADWALL, AND AT THE HB1008'NORTHEAST END. A STANDARD DISK, STAMPED J 13 RESET 1941. HB1008'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED HB1008'BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN 1941. ALSO HB1008'RECOVERED AS DESCRIBED MARCH 1962. HB1008 HB1008 STATION RECOVERY (1962) HB1008 HB1008'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962 HB1008'RECOVERED IN GOOD CONDITION. HB1008 HB1008 STATION RECOVERY (2001) HB1008 HB1008'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (DLB) HB1008'RECOVERED IN GOOD CONDITION. HB1008 HB1008 STATION RECOVERY (2002) HB1008 HB1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1008'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1009 *********************************************************************** HB1009 DESIGNATION - K 13 HB1009 PID - HB1009 HB1009 STATE/COUNTY- MO/STODDARD HB1009 USGS QUAD - ADVANCE (1963) HB1009 HB1009 *CURRENT SURVEY CONTROL HB1009 ___________________________________________________________________ HB1009* NAD 83(1986)- 37 06 17. (N) 089 54 30. (W) SCALED HB1009* NAVD 88 - 109.972 (meters) 360.80 (feet) ADJUSTED HB1009 ___________________________________________________________________ HB1009 GEOID HEIGHT- -28.46 (meters) GEOID99 HB1009 DYNAMIC HT - 109.891 (meters) 360.53 (feet) COMP HB1009 MODELED GRAV- 979,897.4 (mgal) NAVD 88 HB1009 HB1009 VERT ORDER - FIRST CLASS II HB1009 HB1009.The horizontal coordinates were scaled from a topographic map and have HB1009.an estimated accuracy of +/- 6 seconds. HB1009 HB1009.The orthometric height was determined by differential leveling HB1009.and adjusted by the National Geodetic Survey in June 1991. HB1009 HB1009.The geoid height was determined by GEOID99. HB1009 HB1009.The dynamic height is computed by dividing the NAVD 88 HB1009.geopotential number by the normal gravity value computed on the HB1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1009.degrees latitude (g = 980.6199 gals.). HB1009 HB1009.The modeled gravity was interpolated from observed gravity values. HB1009 HB1009; North East Units Estimated Accuracy HB1009;SPC MO E - 141,240. 302,590. MT (+/- 180 meters Scaled) HB1009 HB1009 SUPERSEDED SURVEY CONTROL HB1009 HB1009 NGVD 29 - 109.936 (m) 360.68 (f) ADJUSTED 1 2 HB1009 HB1009.Superseded values are not recommended for survey control. HB1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1009.See file dsdata.txt to determine how the superseded data were derived. HB1009 HB1009_MARKER: DB = BENCH MARK DISK HB1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB1009_STAMPING: 361.029 K 13 1932 HB1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB1009+STABILITY: SURFACE MOTION HB1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1009+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002 HB1009 HB1009 HISTORY - Date Condition Report By HB1009 HISTORY - 1932 MONUMENTED CGS HB1009 HISTORY - 1934 GOOD CGS HB1009 HISTORY - 20010724 GOOD NGS HB1009 HISTORY - 20020823 GOOD USACE HB1009 HB1009 STATION DESCRIPTION HB1009 HB1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1009'AT ADVANCE. HB1009'AT ADVANCE, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO HB1009'RAILWAY, 76.5 FEET NORTHWEST OF POLE 157/20, 98 FEET NORTHWEST HB1009'OF THE CENTER OF A STREET CROSSING, AT THE DISTRICT SCHOOL, IN HB1009'THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS, AND 10 FEET NORTH OF HB1009'THE STREET. A STANDARD DISK, STAMPED 361.029 K 13 1932 AND HB1009'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE HB1009'GROUND. HB1009 HB1009 STATION RECOVERY (2001) HB1009 HB1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB) HB1009'RECOVERED IN GOOD CONDITION. HB1009 HB1009 STATION RECOVERY (2002) HB1009 HB1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1009'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1011 *********************************************************************** HB1011 DESIGNATION - L 13 HB1011 PID - HB1011 HB1011 STATE/COUNTY- MO/STODDARD HB1011 USGS QUAD - ADVANCE (1963) HB1011 HB1011 *CURRENT SURVEY CONTROL HB1011 ___________________________________________________________________ HB1011* NAD 83(1986)- 37 05 34. (N) 089 55 49. (W) SCALED HB1011* NAVD 88 - 107.582 (meters) 352.96 (feet) ADJUSTED HB1011 ___________________________________________________________________ HB1011 GEOID HEIGHT- -28.48 (meters) GEOID99 HB1011 DYNAMIC HT - 107.503 (meters) 352.70 (feet) COMP HB1011 MODELED GRAV- 979,894.1 (mgal) NAVD 88 HB1011 HB1011 VERT ORDER - FIRST CLASS II HB1011 HB1011.The horizontal coordinates were scaled from a topographic map and have HB1011.an estimated accuracy of +/- 6 seconds. HB1011 HB1011.The orthometric height was determined by differential leveling HB1011.and adjusted by the National Geodetic Survey in June 1991. HB1011 HB1011.The geoid height was determined by GEOID99. HB1011 HB1011.The dynamic height is computed by dividing the NAVD 88 HB1011.geopotential number by the normal gravity value computed on the HB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1011.degrees latitude (g = 980.6199 gals.). HB1011 HB1011.The modeled gravity was interpolated from observed gravity values. HB1011 HB1011; North East Units Estimated Accuracy HB1011;SPC MO E - 139,900. 300,650. MT (+/- 180 meters Scaled) HB1011 HB1011 SUPERSEDED SURVEY CONTROL HB1011 HB1011 NGVD 29 - 107.549 (m) 352.85 (f) ADJUSTED 1 2 HB1011 HB1011.Superseded values are not recommended for survey control. HB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1011.See file dsdata.txt to determine how the superseded data were derived. HB1011 HB1011_MARKER: DB = BENCH MARK DISK HB1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB1011_STAMPING: 353.182 L 13 1932 HB1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB1011+STABILITY: SURFACE MOTION HB1011 HB1011 HISTORY - Date Condition Report By HB1011 HISTORY - 1932 MONUMENTED CGS HB1011 HISTORY - 1934 GOOD CGS HB1011 HISTORY - 20020823 MARK NOT FOUND USACE HB1011 HB1011 STATION DESCRIPTION HB1011 HB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1011'1.3 MI SW FROM ADVANCE. HB1011'1.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB1011'FROM THE STATION AT ADVANCE, STODDARD COUNTY, 92 FEET EAST OF HB1011'POLE 159/4, 50 FEET SOUTH OF THE CENTER OF A PUBLIC ROAD HB1011'CROSSING, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 28 HB1011'FEET SOUTHEAST OF A CROSSING WARNING SIGN, 23 FEET NORTHWEST OF HB1011'THE SOUTHEAST RIGHT-OF-WAY FENCE, AND 5.5 FEET NORTHWEST OF A HB1011'TELEPHONE POLE. A STANDARD DISK, STAMPED 353.182 L 13 1932 AND HB1011'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE HB1011'GROUND. HB1011 HB1011 STATION RECOVERY (2002) HB1011 HB1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1011'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1012 *********************************************************************** HB1012 DESIGNATION - M 13 HB1012 PID - HB1012 HB1012 STATE/COUNTY- MO/STODDARD HB1012 USGS QUAD - ADVANCE (1963) HB1012 HB1012 *CURRENT SURVEY CONTROL HB1012 ___________________________________________________________________ HB1012* NAD 83(1986)- 37 04 50. (N) 089 57 13. (W) SCALED HB1012* NAVD 88 - 107.530 (meters) 352.79 (feet) ADJUSTED HB1012 ___________________________________________________________________ HB1012 GEOID HEIGHT- -28.52 (meters) GEOID99 HB1012 DYNAMIC HT - 107.450 (meters) 352.53 (feet) COMP HB1012 MODELED GRAV- 979,889.4 (mgal) NAVD 88 HB1012 HB1012 VERT ORDER - FIRST CLASS II HB1012 HB1012.The horizontal coordinates were scaled from a topographic map and have HB1012.an estimated accuracy of +/- 6 seconds. HB1012 HB1012.The orthometric height was determined by differential leveling HB1012.and adjusted by the National Geodetic Survey in June 1991. HB1012 HB1012.The geoid height was determined by GEOID99. HB1012 HB1012.The dynamic height is computed by dividing the NAVD 88 HB1012.geopotential number by the normal gravity value computed on the HB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1012.degrees latitude (g = 980.6199 gals.). HB1012 HB1012.The modeled gravity was interpolated from observed gravity values. HB1012 HB1012; North East Units Estimated Accuracy HB1012;SPC MO E - 138,530. 298,580. MT (+/- 180 meters Scaled) HB1012 HB1012 SUPERSEDED SURVEY CONTROL HB1012 HB1012 NGVD 29 - 107.500 (m) 352.69 (f) ADJUSTED 1 2 HB1012 HB1012.Superseded values are not recommended for survey control. HB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1012.See file dsdata.txt to determine how the superseded data were derived. HB1012 HB1012_MARKER: DB = BENCH MARK DISK HB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB1012_STAMPING: 353.005 M 13 1932 HB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB1012+STABILITY: SURFACE MOTION HB1012 HB1012 HISTORY - Date Condition Report By HB1012 HISTORY - 1932 MONUMENTED CGS HB1012 HISTORY - 1934 GOOD CGS HB1012 HISTORY - 20020823 MARK NOT FOUND USACE HB1012 HB1012 STATION DESCRIPTION HB1012 HB1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1012'AT BROWNWOOD. HB1012'AT BROWNWOOD, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO HB1012'RAILWAY, 0.3 MILE NORTHEAST OF THE STATION, TWO POLES NORTHEAST HB1012'OF A ROAD CROSSING, 90 FEET SOUTH OF POLE 160/19, 89 FEET SOUTH HB1012'OF A SL-SF RY PRIVATE PROPERTY SIGN, 61 FEET SOUTHEAST OF THE HB1012'NORTHWEST SWITCH HEADBLOCK NORTHWEST OF THE TRACK, 40 FEET HB1012'SOUTHEAST OF THE CENTERLINE OF THE TRACK 16 FEET SOUTHWEST OF A HB1012'CATTLEGUARD FENCE, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY HB1012'FENCE. A STANDARD DISK, STAMPED 353.005 M 13 1932 AND SET IN THE HB1012'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. HB1012 HB1012 STATION RECOVERY (2002) HB1012 HB1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1012'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1006 *********************************************************************** HB1006 DESIGNATION - PTS F 7 HB1006 PID - HB1006 HB1006 STATE/COUNTY- MO/STODDARD HB1006 USGS QUAD - WHITEWATER (1976) HB1006 HB1006 *CURRENT SURVEY CONTROL HB1006 ___________________________________________________________________ HB1006* NAD 83(1986)- 37 07 35. (N) 089 51 59. (W) SCALED HB1006* NAVD 88 - 105.898 (meters) 347.43 (feet) ADJUSTED HB1006 ___________________________________________________________________ HB1006 GEOID HEIGHT- -28.43 (meters) GEOID99 HB1006 DYNAMIC HT - 105.820 (meters) 347.18 (feet) COMP HB1006 MODELED GRAV- 979,898.5 (mgal) NAVD 88 HB1006 HB1006 VERT ORDER - FIRST CLASS II HB1006 HB1006.The horizontal coordinates were scaled from a topographic map and have HB1006.an estimated accuracy of +/- 6 seconds. HB1006 HB1006.The orthometric height was determined by differential leveling HB1006.and adjusted by the National Geodetic Survey in June 1991. HB1006 HB1006.The geoid height was determined by GEOID99. HB1006 HB1006.The dynamic height is computed by dividing the NAVD 88 HB1006.geopotential number by the normal gravity value computed on the HB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1006.degrees latitude (g = 980.6199 gals.). HB1006 HB1006.The modeled gravity was interpolated from observed gravity values. HB1006 HB1006; North East Units Estimated Accuracy HB1006;SPC MO E - 143,670. 306,300. MT (+/- 180 meters Scaled) HB1006 HB1006 SUPERSEDED SURVEY CONTROL HB1006 HB1006 NGVD 29 - 105.857 (m) 347.30 (f) ADJUSTED 1 2 HB1006 HB1006.Superseded values are not recommended for survey control. HB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1006.See file dsdata.txt to determine how the superseded data were derived. HB1006 HB1006_MARKER: P = PIPE CAP HB1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB1006_STAMPING: 347.673 FT PRIM TRAV STA NO F 7 MO 1924 HB1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1006+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002 HB1006 HB1006 HISTORY - Date Condition Report By HB1006 HISTORY - 1924 MONUMENTED USGS HB1006 HISTORY - 1934 GOOD CGS HB1006 HISTORY - 20010724 GOOD USGS HB1006 HISTORY - 20020823 GOOD USACE HB1006 HB1006 STATION DESCRIPTION HB1006 HB1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1006'2.9 MI NE FROM ADVANCE. HB1006'2.9 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB1006'FROM THE STATION AT ADVANCE, STODDARD COUNTY, 4 FEET WEST OF THE HB1006'T-JUNCTION OF THE CAPE GIRARDEAU, BOLLINGER AND STODDARD COUNTY HB1006'LINES, ACROSS THE TRACK FROM STATE HIGHWAY 25, 83.5 FEET HB1006'NORTHWEST OF POLE 154/27, 51.5 FEET NORTHWEST OF THE CENTERLINE HB1006'OF THE TRACK, AND AT THE NORTHWEST RIGHT-OF-WAY FENCE. A U.S. HB1006'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 347.673 FT PRIM TRAV STA HB1006'NO F 7 MO 1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE HB1006'PROJECTING 1-1/2 FEET ABOVE GROUND. HB1006 HB1006 STATION RECOVERY (2001) HB1006 HB1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (DLB) HB1006'RECOVERED IN GOOD CONDITION. HB1006 HB1006 STATION RECOVERY (2002) HB1006 HB1006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1006'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1010 *********************************************************************** HB1010 DESIGNATION - PTS F 8 HB1010 PID - HB1010 HB1010 STATE/COUNTY- MO/STODDARD HB1010 USGS QUAD - ADVANCE (1963) HB1010 HB1010 *CURRENT SURVEY CONTROL HB1010 ___________________________________________________________________ HB1010* NAD 83(1986)- 37 06 17. (N) 089 54 32. (W) SCALED HB1010* NAVD 88 - 110.01 (+/-2cm) 360.9 (feet) VERTCON HB1010 ___________________________________________________________________ HB1010 GEOID HEIGHT- -28.46 (meters) GEOID99 HB1010 HB1010 VERT ORDER - ? (See Below) HB1010 HB1010.The horizontal coordinates were scaled from a topographic map and have HB1010.an estimated accuracy of +/- 6 seconds. HB1010 HB1010.The NAVD 88 height was computed by applying the VERTCON shift value to HB1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HB1010.The vertical order pertains to the superseded datum. HB1010 HB1010.The geoid height was determined by GEOID99. HB1010 HB1010; North East Units Estimated Accuracy HB1010;SPC MO E - 141,240. 302,540. MT (+/- 180 meters Scaled) HB1010 HB1010 SUPERSEDED SURVEY CONTROL HB1010 HB1010 NGVD 29 - 109.976 (m) 360.81 (f) ADJUSTED ? HB1010 HB1010.Superseded values are not recommended for survey control. HB1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1010.See file dsdata.txt to determine how the superseded data were derived. HB1010 HB1010_MARKER: P = PIPE CAP HB1010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB1010_STAMPING: 361.157 FT PRIM TRAV STA NO F 8 MO 1924 HB1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1010 HB1010 HISTORY - Date Condition Report By HB1010 HISTORY - 1924 MONUMENTED USGS HB1010 HISTORY - 1943 GOOD CGS HB1010 HISTORY - 20010724 MARK NOT FOUND USGS HB1010 HISTORY - 20020823 MARK NOT FOUND USACE HB1010 HB1010 STATION DESCRIPTION HB1010 HB1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 HB1010'AT ADVANCE. HB1010'AT ADVANCE, STODDARD COUNTY, IN THE EAST PART OF TOWN, IN THE HB1010'SOUTHWEST CORNER OF THE DISTRICT SCHOOL GROUNDS, AND AT THE HB1010'NORTHEAST CORNER OF A STREET INTERSECTION. A U.S. GEOLOGICAL HB1010'SURVEY STANDARD CAP, STAMPED 361.157 FT PRIM TRAV STA NO F 8 MO HB1010'1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING HB1010'8 INCHES ABOVE GROUND. NOTE-- IT WAS REPORTED IN NOVEMBER HB1010'1934 THAT THIS BENCH MARK HAD BEEN MARRED AND POSSIBLY DISTURBED HB1010'BY TRAFFIC. USE WITH CAUTION. HB1010 HB1010 STATION RECOVERY (2001) HB1010 HB1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (DLB) HB1010'MARK NOT FOUND. HB1010 HB1010 STATION RECOVERY (2002) HB1010 HB1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1010'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1013 *********************************************************************** HB1013 DESIGNATION - PTS F 9 HB1013 PID - HB1013 HB1013 STATE/COUNTY- MO/STODDARD HB1013 USGS QUAD - ADVANCE (1963) HB1013 HB1013 *CURRENT SURVEY CONTROL HB1013 ___________________________________________________________________ HB1013* NAD 83(1986)- 37 04 41. (N) 089 57 31. (W) SCALED HB1013* NAVD 88 - 107.536 (meters) 352.81 (feet) ADJUSTED HB1013 ___________________________________________________________________ HB1013 GEOID HEIGHT- -28.52 (meters) GEOID99 HB1013 DYNAMIC HT - 107.456 (meters) 352.55 (feet) COMP HB1013 MODELED GRAV- 979,888.5 (mgal) NAVD 88 HB1013 HB1013 VERT ORDER - FIRST CLASS II HB1013 HB1013.The horizontal coordinates were scaled from a topographic map and have HB1013.an estimated accuracy of +/- 6 seconds. HB1013 HB1013.The orthometric height was determined by differential leveling HB1013.and adjusted by the National Geodetic Survey in June 1991. HB1013 HB1013.The geoid height was determined by GEOID99. HB1013 HB1013.The dynamic height is computed by dividing the NAVD 88 HB1013.geopotential number by the normal gravity value computed on the HB1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1013.degrees latitude (g = 980.6199 gals.). HB1013 HB1013.The modeled gravity was interpolated from observed gravity values. HB1013 HB1013; North East Units Estimated Accuracy HB1013;SPC MO E - 138,250. 298,140. MT (+/- 180 meters Scaled) HB1013 HB1013 SUPERSEDED SURVEY CONTROL HB1013 HB1013 NGVD 29 - 107.507 (m) 352.71 (f) ADJUSTED 1 2 HB1013 HB1013.Superseded values are not recommended for survey control. HB1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1013.See file dsdata.txt to determine how the superseded data were derived. HB1013 HB1013_MARKER: P = PIPE CAP HB1013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB1013_STAMPING: 353.021 FT PRIM TRAV STA NO F 9 MO 1924 HB1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1013 HB1013 HISTORY - Date Condition Report By HB1013 HISTORY - 1924 MONUMENTED USGS HB1013 HISTORY - 1934 GOOD CGS HB1013 HISTORY - 1962 GOOD USGS HB1013 HISTORY - 20020823 MARK NOT FOUND USACE HB1013 HB1013 STATION DESCRIPTION HB1013 HB1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1013'AT BROWNWOOD. HB1013'AT BROWNWOOD, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO HB1013'RAILWAY, 8 RAILS NORTHEAST OF THE NORTHEAST END OF THE STATION, HB1013'4 RAILS SOUTHWEST OF THE FIRST ROAD CROSSING NORTHEAST OF THE HB1013'STATION, 80 FEET EAST OF THE POLE 160/28, 43 FEET SOUTHWEST OF HB1013'THE SWITCH HEADBLOCK, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE HB1013'TRACK, 5 FEET NORTHEAST OF A 6-INCH ELM TREE, AND IN THE CENTER HB1013'OF THE FORK OF A WYE ROAD. A U.S. GEOLOGICAL SURVEY STANDARD HB1013'CAP, STAMPED 353.021 FT PRIM TRAV STA NO F 9 MO 1924 AND HB1013'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1-1/2 HB1013'FEET ABOVE GROUND. NOTE-- BROWNWOOD, 425 FT NE OF RD. CROSSING HB1013'ALONG THE ST. LOUIS-SAN FRANCISCO RR 30 FT S OF TRACKS, 49 FT SW HB1013'OF SWITCH, 19 FT N OF RIGHT-OF-WAY FENCE. SET IN IRON POST HB1013'STAMPED PRIM TRAV STA NO 9 F 1924 MO 353. HB1013 HB1013 STATION RECOVERY (1962) HB1013 HB1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 HB1013'RECOVERED IN GOOD CONDITION. HB1013 HB1013 STATION RECOVERY (2002) HB1013 HB1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1013'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HC0096 *********************************************************************** HC0096 DESIGNATION - U 13 HC0096 PID - HC0096 HC0096 STATE/COUNTY- MO/STODDARD HC0096 USGS QUAD - STURDIVANT (1985) HC0096 HC0096 *CURRENT SURVEY CONTROL HC0096 ___________________________________________________________________ HC0096* NAD 83(1986)- 37 01 01. (N) 090 04 31. (W) SCALED HC0096* NAVD 88 - 104.090 (meters) 341.50 (feet) ADJUSTED HC0096 ___________________________________________________________________ HC0096 GEOID HEIGHT- -28.77 (meters) GEOID99 HC0096 DYNAMIC HT - 104.011 (meters) 341.24 (feet) COMP HC0096 MODELED GRAV- 979,869.5 (mgal) NAVD 88 HC0096 HC0096 VERT ORDER - FIRST CLASS II HC0096 HC0096.The horizontal coordinates were scaled from a topographic map and have HC0096.an estimated accuracy of +/- 6 seconds. HC0096 HC0096.The orthometric height was determined by differential leveling HC0096.and adjusted by the National Geodetic Survey in June 1991. HC0096 HC0096.The geoid height was determined by GEOID99. HC0096 HC0096.The dynamic height is computed by dividing the NAVD 88 HC0096.geopotential number by the normal gravity value computed on the HC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0096.degrees latitude (g = 980.6199 gals.). HC0096 HC0096.The modeled gravity was interpolated from observed gravity values. HC0096 HC0096; North East Units Estimated Accuracy HC0096;SPC MO E - 131,420. 287,790. MT (+/- 180 meters Scaled) HC0096 HC0096 SUPERSEDED SURVEY CONTROL HC0096 HC0096 NGVD 29 - 104.074 (m) 341.45 (f) ADJ UNCH 1 2 HC0096 HC0096.Superseded values are not recommended for survey control. HC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0096.See file dsdata.txt to determine how the superseded data were derived. HC0096 HC0096_MARKER: DB = BENCH MARK DISK HC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0096_STAMPING: 341.676 U 13 1932 HC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC0096+STABILITY: SURFACE MOTION HC0096 HC0096 HISTORY - Date Condition Report By HC0096 HISTORY - 1932 MONUMENTED CGS HC0096 HISTORY - 1934 GOOD NGS HC0096 HISTORY - 20020904 MARK NOT FOUND USACE HC0096 HC0096 STATION DESCRIPTION HC0096 HC0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 HC0096'0.1 MI NE FROM KINDER. HC0096'1/8 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HC0096'FROM THE STATION SIGN AT KINDER, STODDARD COUNTY, 12-1/2 RAILS HC0096'NORTHEAST OF A SWITCH HEADBLOCK, 8-1/2 RAILS SOUTHWEST OF A HC0096'ROAD CROSSING, 60 FEET WEST OF POLE 168/21, 51 FEET NORTHWEST HC0096'OF THE CENTERLINE OF THE TRACK, 38 FEET SOUTHEAST OF THE HC0096'CENTERLINE OF STATE HIGHWAY 51, 1.5 FEET NORTHWEST OF THE HC0096'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY. HC0096'A STANDARD DISK, STAMPED 341.676 U 13 1932 AND SET IN THE TOP HC0096'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. HC0096 HC0096 STATION RECOVERY (2002) HC0096 HC0096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0096'MARK NOT FOUND.