1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HE0939 *********************************************************************** HE0939 DESIGNATION - KNIGHTS HE0939 PID - HE0939 HE0939 STATE/COUNTY- MO/JASPER HE0939 USGS QUAD - AVILLA (1971) HE0939 HE0939 *CURRENT SURVEY CONTROL HE0939 ___________________________________________________________________ HE0939* NAD 83(1997)- 37 08 22.82297(N) 094 14 07.99271(W) ADJUSTED HE0939* NAVD 88 - 332. (meters) 1089. (feet) SCALED HE0939 ___________________________________________________________________ HE0939 LAPLACE CORR- 1.75 (seconds) DEFLEC99 HE0939 GEOID HEIGHT- -29.76 (meters) GEOID99 HE0939 HE0939 HORZ ORDER - THIRD HE0939 HE0939.The horizontal coordinates were established by classical geodetic methods HE0939.and adjusted by the National Geodetic Survey in February 2000. HE0939 HE0939.The orthometric height was scaled from a topographic map. HE0939 HE0939.The Laplace correction was computed from DEFLEC99 derived deflections. HE0939 HE0939.The geoid height was determined by GEOID99. HE0939 HE0939; North East Units Scale Converg. HE0939;SPC MO W - 108,002.032 873,494.338 MT 0.99994797 +0 09 34.8 HE0939;UTM 15 - 4,111,081.368 390,264.390 MT 0.99974834 -0 44 45.8 HE0939 HE0939: Primary Azimuth Mark Grid Az HE0939:SPC MO W - KNIGHTS AZ MK 091 51 02.6 HE0939:UTM 15 - KNIGHTS AZ MK 092 45 23.2 HE0939 HE0939|---------------------------------------------------------------------| HE0939| PID Reference Object Distance Geod. Az | HE0939| dddmmss.s | HE0939| CN6529 KNIGHTS AZ MK 0920037.4 | HE0939| CN6530 KNIGHTS RM 1 17.732 METERS 11112 | HE0939| CN6531 KNIGHTS RM 2 18.510 METERS 26953 | HE0939| HE0942 CARTHAGE MUNICIPAL TANK APPROX. 7.0 KM 2832632.8 | HE0939| HE0945 CARTHAGE NEW MUNICIPAL TANK APPROX. 7.9 KM 2924228.1 | HE0939| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN APPROX. 7.8 KM 3013818.8 | HE0939|---------------------------------------------------------------------| HE0939 HE0939 SUPERSEDED SURVEY CONTROL HE0939 HE0939 NAD 83(1997)- 37 08 22.82345(N) 094 14 07.99257(W) AD( ) 3 HE0939 NAD 83(1997)- 37 08 22.83162(N) 094 14 07.99469(W) AD( ) 3 HE0939 NAD 83(1986)- 37 08 22.83653(N) 094 14 07.99115(W) AD( ) 3 HE0939 NAD 27 - 37 08 22.62540(N) 094 14 07.19620(W) AD( ) 3 HE0939 HE0939.Superseded values are not recommended for survey control. HE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE0939.See file dsdata.txt to determine how the superseded data were derived. HE0939 HE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9026411081(NAD 83) HE0939_MARKER: DS = TRIANGULATION STATION DISK HE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE0939_STAMPING: KNIGHTS 1960 HE0939_MARK LOGO: NGS HE0939_MAGNETIC: N = NO MAGNETIC MATERIAL HE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE0939+STABILITY: SURFACE MOTION HE0939 HE0939 HISTORY - Date Condition Report By HE0939 HISTORY - 1960 MONUMENTED CGS HE0939 HISTORY - 19830908 GOOD NGS HE0939 HE0939 STATION DESCRIPTION HE0939 HE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK) HE0939'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF CARTHAGE, 4 HE0939'MILES NORTHWEST OF THE SMALL TOWN OF REEDS, 4 MILES SOUTH OF HE0939'U.S. HIGHWAY 66, 4-1/4 MILES NORTH OF U.S. HIGHWAY 166, 0.5 HE0939'MILE EAST OF THE ST. LOUIS-SAN FRANCISCO RAILROAD CROSSING, IN HE0939'THE NORTHWEST QUARTER OF SECTION 20, T 28 N, R 30 W, AND ON HE0939'PROPERTY OWNED BY MR. CHESTER ULLOM. HE0939' HE0939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND HE0939'STATE HIGHWAY 37 ON THE EAST EDGE OF AVILLA, GO WEST ON HIGHWAY HE0939'66 FOR 1 MILE TO WHERE HIGHWAY 37 TURNS LEFT. TURN LEFT AND GO HE0939'SOUTH ON HIGHWAY 37 FOR 3.7 MILES TO A CROSSROAD (COUNTY ROUTE HE0939'F). CONTINUE SOUTH ON HIGHWAY 37 FOR 0.5 MILE TO A SIDE ROAD HE0939'ON THE RIGHT (E. FIR RD.). TURN RIGHT, WEST, ON E. FIR RD. FOR HE0939'3.3 MILES TO A GRAVEL CROSSROAD. CONTINUE WEST ON E. FIR RD. HE0939'FOR 0.55 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE HE0939'LEFT. CONTINUE WEST ON E. FIR RD. FOR 0.3 MILE TO THE HE0939'STATION ON THE LEFT APPROXIMATELY 0.05 MILE EAST OF A HE0939'RAILROAD CROSSING. HE0939' HE0939'STATION MARKS ARE STANDARD DISKS STAMPED KNIGHTS 1960. THE HE0939'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE HE0939'SURFACE OF THE GROUND. IT IS 57.5 FEET NORTH OF THE NORTH RAIL OF HE0939'THE RAILROAD TRACKS, 43.5 FEET NORTHWEST OF A TELEGRAPH POLE, HE0939'29 FEET SOUTH OF THE CENTER OF E. FIR RD., 11 FEET NORTH OF AN HE0939'EAST-WEST FENCE AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST. HE0939'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 HE0939'INCHES BELOW THE SURFACE OF THE GROUND. HE0939' HE0939'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KNIGHTS NO 1 1960, HE0939'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE HE0939'GROUND. IT IS 48.5 FEET NORTH OF THE NORTH RAIL OF THE HE0939'RAILROAD TRACKS, 48 FEET SOUTH OF THE CENTER OF E. FIR RD., 37 HE0939'FEET NORTHEAST OF THE TELEGRAPH POLE AND 1 FOOT NORTH OF THE HE0939'EAST-WEST FENCE. HE0939' HE0939'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNIGHTS NO 2 1960, HE0939'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE HE0939'GROUND. IT IS 49 FEET EAST OF A TELEGRAPH POLE, 44 FEET NORTH OF HE0939'THE NORTH RAIL OF THE RAILROAD TRACKS, 32 FEET SOUTH OF THE HE0939'CENTER OF E. FIR RD. AND 2 FEET SOUTH OF THE EAST-WEST FENCE. HE0939' HE0939'AZIMUTH MARK, A STANDARD DISK STAMPED KNIGHTS 1960, IS SET IN A HE0939'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 25 FEET HE0939'SOUTH OF THE CENTER OF E. FIR RD., 5.5 FEET SOUTHWEST OF A METAL HE0939'WITNESS POST, 5 FEET SOUTHWEST OF A CORNER FENCE POST AND 2 FEET HE0939'WEST OF THE NORTH-SOUTH FENCE. HE0939' HE0939'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION. HE0939' HE0939'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS. HE0939 HE0939 STATION RECOVERY (1983) HE0939 HE0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) HE0939'THE SURFACE STATION MARK, RMS 1, 2 AND THE AZ MK WERE RECOVERED IN HE0939'GOOD CONDITION. THE DISTANCE AND DIRECTION TO RM 1 AGREE WITH 1960 HE0939'DATA. THE DIRECTION TO RM 2 WAS 3 MINUTES, 07 SECONDS LARGER AND THE HE0939'DISTANCES WAS 0.010 M (0.033 FT) LONGER. A PORTION OF THE AZ MK HE0939'MONUMENT HAD CRUMBLED AWAY AND WAS REPAIRED THIS DATE. THE DISTANCE HE0939'BETWEEN THE RMS WAS NO 1 MEASURED DUE TO DENSE BRUSH. THE UNDERGROUND HE0939'MARK WAS NOT INSPECTED. DUE TO CHANGES, A COMPLETE, NEW DESCRIPTION HE0939'FOLLOWS. THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SW OF AVILA, 8 HE0939'KM (4.95 MI) SE OF CARTHAGE, IN THE NW 114, SEC20, T28N, R30W AND ON HE0939'PROPERTY OWNED BY RALPH MADILL, ROUTE 3, BOX 77, CARTHAGE, MISSOURI, HE0939'64836. TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 96 AND U.S HE0939'HWYS 71 AND 71 ALTERNATE WHICH IS ALSO THE INTERSECTION OF CENTRAL AND HE0939'GARRISON AVENUES, IN CARTHAGE, GO S ON GARRISON AVENUE AND HWY 71 HE0939'ALTERNATE FOR 4.42 KM (2.75 MI) T STATE ROAD HH ON THE RIGHT AND E FIR HE0939'ROAD ON LEFT, AT THE SE CORNER OF THE MUNICIPAL AIRPORT. TURN LEFT HE0939'AND GO E ON E FIR ROAD FOR 6.60 KM (4.10 MI) TO A CROSSROAD AND A HE0939'DIAGONAL RAILROAD CROSSING. CONTINUE E FOR 0.16 KM (0.10 MI) T THE HE0939'STATION ON THE RIGHT. HE0939' HE0939'THE STATION IS A STANDARD CGS DISK STAMPED---KNIGHTS 1960---, SET INTO HE0939'THE TOP OF A SQUARE, CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, HE0939'FLUSH WITH GROUND. THE STATION IS LOCATED 17.68 METERS (58.01 FT) NE HE0939'FROM THE N RAIL OF THE RAILROAD TRACK, 9.50 METERS (31.17 FT) E FROM HE0939'THE W END OF THE ROAD RIGHT-OF-WAY FENCE, 3.0 METERS (9.8 FT) SE FROM HE0939'A WINESS POST, 3.05 METERS (10.01 FT) NE FROM THE RAILROAD HE0939'RIGHT-OF-WAY FENCE, 2.32 METERS (7.61 FT) S FROM THE ROAD RIGHT-OF-WAY HE0939'FENCE. RM NO 1, IS A STANDARD CGS DISK STAMPED---KNIGHTS NO 1 HE0939'1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 HE0939'CM) IN DIAMETER, FLUSH WITH GROUND, THE STATION IS LOCATED 27.25 HE0939'METERS (89.40 FT) ESE FROM THE W END AND CORNER POST OF THE ROAD R-O-W HE0939'FENCE, 14.62 METERS (47.97 FT) S FROM THE CENTERLINE OF THE ROAD, 8.08 HE0939'METERS (26.51 FT) S FROM THE ROAD R-O-W FENCE, 0.46 METERS (1.51 FT) HE0939'NE FROM A WITNESS AND THE RAILROAD R-O-W FENCE. RM NO 2, IS A HE0939'STANDARD CGS DISK STAMPED---KNIGHTS NO 2 1960---, SET INTO THE TOP OF HE0939'A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 4 HE0939'INCHES (10 CM) BELOW THE GROUND. THE STATION IS LOCATED 13.47 METERS HE0939'NE FROM THE N RAIL OF THE RAILROAD, 9.76 METERS (32.02 FT) S FROM THE HE0939'CENTERLINE OF THE ROAD, 9.65 METERS (31.66 FT) S FROM THE W END AND HE0939'CORNER POST OF THE ROAD R-O-W FENCE, 0.37 METERS (1.21 FT) E FROM A HE0939'WITNESS POST. AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---KNIGHTS HE0939'1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 HE0939'CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 7.6 METERS HE0939'(24.9 FT) S FROM THE CENTERLINE OF E FIR ROAD, 1.68 METERS (5.51 FT) HE0939'SSE FROM WITNESS POST, 1.52 METERS (4.99 FT) S FROM A FENCE. TO REACH HE0939'THE AZ MK FROM THE STATION, CONTINUE E ON E FIR ROAD FOR 0.56 KM (0.35 HE0939'MI) TO A SMALL GROVE OF TREES AND THE MARK ON THE RIGHT.