1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2828 *********************************************************************** JD2828 DESIGNATION - A 222 RESET JD2828 PID - JD2828 JD2828 STATE/COUNTY- MO/COOPER JD2828 USGS QUAD - ROCHEPORT (1979) JD2828 JD2828 *CURRENT SURVEY CONTROL JD2828 ___________________________________________________________________ JD2828* NAD 83(1986)- 38 55 52. (N) 092 32 14. (W) SCALED JD2828* NAVD 88 - 176.49 (meters) 579.0 (feet) RESET JD2828 ___________________________________________________________________ JD2828 GEOID HEIGHT- -32.80 (meters) GEOID99 JD2828 JD2828 VERT ORDER - THIRD JD2828 JD2828.The horizontal coordinates were scaled from a topographic map and have JD2828.an estimated accuracy of +/- 6 seconds. JD2828 JD2828.The orthometric height was computed from unverified reset data. JD2828.No vertical observational check was made to the station. JD2828 JD2828.The geoid height was determined by GEOID99. JD2828 JD2828; North East Units Estimated Accuracy JD2828;SPC MO C - 343,780. 496,770. MT (+/- 180 meters Scaled) JD2828 JD2828 SUPERSEDED SURVEY CONTROL JD2828 JD2828 NGVD 29 (10/29/03) 176.44 (m) 578.9 (f) RESET 3 JD2828 JD2828.Superseded values are not recommended for survey control. JD2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2828.See file dsdata.txt to determine how the superseded data were derived. JD2828 JD2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD401092(NAD 83) JD2828_MARKER: DB = BENCH MARK DISK JD2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2828_STAMPING: A 222 RESET 1979 JD2828_MARK LOGO: NGS JD2828_MAGNETIC: N = NO MAGNETIC MATERIAL JD2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2828+STABILITY: SURFACE MOTION JD2828 JD2828 HISTORY - Date Condition Report By JD2828 HISTORY - 1979 MONUMENTED NGS JD2828 JD2828 STATION DESCRIPTION JD2828 JD2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 JD2828'0.1 MILE (0.2 KM) NORTHEAST ALONG A GRAVELED ROAD FROM THE CROSSING IN JD2828'WOOLDRIDGE, THENCE LEFT AND NORTHWEST ALONG A GRAVELED ROAD FOR 1.7 JD2828'MILES (2.7 KM) TO A CURVE LEFT, CONTINUE LEFT FOR 0.4 MILES (0.6 KM) JD2828'TO THE MARK ON THE LEFT, 22.0 FEET (6.7 M) SOUTH OF THE CENTERLINE OF JD2828'THE ROAD, 2.5 FEET (0.8 M) WEST-NORTHWEST OF A POWERLINE POLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0437 *********************************************************************** JD0437 DESIGNATION - F 221 RESET JD0437 PID - JD0437 JD0437 STATE/COUNTY- MO/COOPER JD0437 USGS QUAD - BOONVILLE (1979) JD0437 JD0437 *CURRENT SURVEY CONTROL JD0437 ___________________________________________________________________ JD0437* NAD 83(1986)- 38 58 46. (N) 092 43 23. (W) SCALED JD0437* NAVD 88 - 185.09 (meters) 607.2 (feet) RESET JD0437 ___________________________________________________________________ JD0437 GEOID HEIGHT- -32.75 (meters) GEOID99 JD0437 JD0437 VERT ORDER - THIRD JD0437 JD0437.The horizontal coordinates were scaled from a topographic map and have JD0437.an estimated accuracy of +/- 6 seconds. JD0437 JD0437.The orthometric height was computed from unverified reset data. JD0437 JD0437.The geoid height was determined by GEOID99. JD0437 JD0437; North East Units Estimated Accuracy JD0437;SPC MO C - 349,170. 480,670. MT (+/- 180 meters Scaled) JD0437 JD0437 SUPERSEDED SURVEY CONTROL JD0437 JD0437.No superseded survey control is available for this station. JD0437 JD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD239145(NAD 83) JD0437_MARKER: DB = BENCH MARK DISK JD0437_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED JD0437+WITH SETTING: INTO GROUND JD0437_STAMPING: F 221 RESET 1973 JD0437_MARK LOGO: NGS JD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0437+STABILITY: SURFACE MOTION JD0437 JD0437 HISTORY - Date Condition Report By JD0437 HISTORY - 1973 MONUMENTED NGS JD0437 HISTORY - 1986 GOOD NGS JD0437 JD0437 STATION DESCRIPTION JD0437 JD0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 JD0437'1.2 MI E FROM BOONVILLE. JD0437'TO REACH THE BENCH MARK FROM THE INTERSECTION OF MAIN ST AND JD0437'MORGAN ST, 1 BLOCK SOUTH OF THE SOUTH END OF THE MISSOURI RIVER JD0437'BRIDGE AT THE NORTH EDGE OF BOONVILLE, GO EAST ON MORGAN ST JD0437'FOR 1.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH JD0437'ON A GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, JD0437'A POWER SUB STATION AND THE MARK ON THE LEFT. THE MARK IS A JD0437'STANDARD DISK SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED JD0437'ROD 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, JD0437'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND JD0437'SURFACE, STAMPED F 221 RESET 1973. IT IS 1.5 FEET EAST OF THE JD0437'NORTH ONE OF 2 POWER POLES. NOTE-- THIS BENCH MARK REPLACES JD0437'F 221 1948 DESTROYED WHEN THE MISSOURI POWER AND LIGHT CO. POWER JD0437'PLANT BUILDING WAS REMOVED. JD0437 JD0437 STATION RECOVERY (1986) JD0437 JD0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JD0437'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0435 *********************************************************************** JD0435 DESIGNATION - G 221 RESET JD0435 PID - JD0435 JD0435 STATE/COUNTY- MO/COOPER JD0435 USGS QUAD - BOONVILLE (1979) JD0435 JD0435 *CURRENT SURVEY CONTROL JD0435 ___________________________________________________________________ JD0435* NAD 83(1986)- 38 58 42. (N) 092 42 59. (W) SCALED JD0435* NAVD 88 - 205.12 (meters) 673.0 (feet) RESET JD0435 ___________________________________________________________________ JD0435 GEOID HEIGHT- -32.75 (meters) GEOID99 JD0435 JD0435 VERT ORDER - THIRD JD0435 JD0435.The horizontal coordinates were scaled from a topographic map and have JD0435.an estimated accuracy of +/- 6 seconds. JD0435 JD0435.The orthometric height was computed from unverified reset data. JD0435 JD0435.The geoid height was determined by GEOID99. JD0435 JD0435; North East Units Estimated Accuracy JD0435;SPC MO C - 349,050. 481,250. MT (+/- 180 meters Scaled) JD0435 JD0435 SUPERSEDED SURVEY CONTROL JD0435 JD0435.No superseded survey control is available for this station. JD0435 JD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD245144(NAD 83) JD0435_MARKER: DB = BENCH MARK DISK JD0435_SETTING: 36 = BRIDGE JD0435_STAMPING: G 221 1948 RESET 1963 JD0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD0435 JD0435 HISTORY - Date Condition Report By JD0435 HISTORY - 1963 MONUMENTED CGS JD0435 HISTORY - 1986 MARK NOT FOUND NGS JD0435 JD0435 STATION DESCRIPTION JD0435 JD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 JD0435'1.6 MI E FROM BOONVILLE. JD0435'1.65 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0435'SOUTH END OF U.S. HIGHWAY 40 BRIDGE OVER THE MISSOURI RIVER, JD0435'ABOUT 200 YARDS SOUTHWEST OF POLE NO. 168-30, ABOUT 80 FEET JD0435'ABOVE THE TRACK LEVEL, ALONG THE SOUTH FENCE AND BOUNDARY JD0435'OF THE CITY GARBAGE FILL, AT THE NORTHWEST CORNER OF A PEACH JD0435'ORCHARD ON THE BOYS REFORMATORY FARM, 1 FOOT NORTH OF FENCE, JD0435'AND 1 FOOT EAST OF A STEEL WITNESS POST. THE MARK PROJECTS JD0435'6 INCHES. JD0435 JD0435 STATION RECOVERY (1986) JD0435 JD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JD0435'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2428 *********************************************************************** JD2428 DESIGNATION - HOME AZ MK 2 JD2428 PID - JD2428 JD2428 STATE/COUNTY- MO/COOPER JD2428 USGS QUAD - PRAIRIE HOME (1985) JD2428 JD2428 *CURRENT SURVEY CONTROL JD2428 ___________________________________________________________________ JD2428* NAD 83(1986)- 38 48 24. (N) 092 34 18. (W) SCALED JD2428* NAVD 88 - 266.155 (meters) 873.21 (feet) ADJUSTED JD2428 ___________________________________________________________________ JD2428 GEOID HEIGHT- -32.70 (meters) GEOID99 JD2428 DYNAMIC HT - 265.976 (meters) 872.62 (feet) COMP JD2428 MODELED GRAV- 979,947.8 (mgal) NAVD 88 JD2428 JD2428 VERT ORDER - FIRST CLASS II JD2428 JD2428.The horizontal coordinates were scaled from a topographic map and have JD2428.an estimated accuracy of +/- 6 seconds. JD2428 JD2428.The orthometric height was determined by differential leveling JD2428.and adjusted by the National Geodetic Survey in June 1991. JD2428 JD2428.The geoid height was determined by GEOID99. JD2428 JD2428.The dynamic height is computed by dividing the NAVD 88 JD2428.geopotential number by the normal gravity value computed on the JD2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JD2428.degrees latitude (g = 980.6199 gals.). JD2428 JD2428.The modeled gravity was interpolated from observed gravity values. JD2428 JD2428; North East Units Estimated Accuracy JD2428;SPC MO C - 329,970. 493,780. MT (+/- 180 meters Scaled) JD2428 JD2428 SUPERSEDED SURVEY CONTROL JD2428 JD2428.No superseded survey control is available for this station. JD2428 JD2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC371954(NAD 83) JD2428_MARKER: DZ = AZIMUTH MARK DISK JD2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2428_STAMPING: HOME 1949 NO 2 1984 JD2428_MARK LOGO: NGS JD2428_PROJECTION: PROJECTING 5 CENTIMETERS JD2428_MAGNETIC: N = NO MAGNETIC MATERIAL JD2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2428+STABILITY: SURFACE MOTION JD2428 JD2428 HISTORY - Date Condition Report By JD2428 HISTORY - 1984 MONUMENTED NGS JD2428 HISTORY - 19841029 GOOD NGS JD2428 HISTORY - 1986 GOOD NGS JD2428 JD2428 STATION DESCRIPTION JD2428 JD2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD2428'THE STATION IS LOCATED ABOUT 1 1/2 MI SE OF PRAIRIE HOME AND ON THE S JD2428'RIGHT-OF-WAY OF STATE HWY 87. TO REACH THE STATION FROM THE POST JD2428'OFFICE IN PRAIRIE HOME, GO S, THEN E ON STATE HWY 87 FOR 0.75 MI (1.21 JD2428'KM) TO A BRICK HOUSE AND STATION--HOME--ON THE LEFT. CONTINUE E ON JD2428'THE HWY FOR 0.45 MI (0.72 KM) TO A FIELD ENTRANCE AND THE STATION ON JD2428'THE RIGHT. THE STATION MARKS ARE STANDARD DISKS, STAMPED---HOME 1949 JD2428'NO 2 1984---. THE SURFACE DISK IS SET INTO THE TOP OF A 12-INCH ROUND JD2428'CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES ABOVE THE GROUND. THE JD2428'UNDERGROUND DISK IS SET INTO AN IRREGULAR MASS OF CONCRETE 36 INCHES JD2428'BELOW THE GROUND SURFACE. THE MARKS ARE 44.0 FT (13.4 M) S FROM THE JD2428'CENTERLINE OF THE HWY, 45.5 FT (13.9 M) E FROM THE CENTERLINE OF THE JD2428'FIELD ENTRANCE AND A GATE, 2.0 FT (0.6 M) NW FROM A WITNESS POST AND JD2428'1.5 FT (0.5 M) N FROM THE FENCE. THE MARK WAS POSITIONED BY JD2428'ELECTRONIC TRAVERSE FROM STTAION---HOME 1949---. JD2428 JD2428 STATION RECOVERY (1986) JD2428 JD2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JD2428'26.1 KM (16.2 MI) SE FROM BOONVILLE. JD2428'26.1 KM (16.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE JD2428'COURTHOUSE IN BOONVILLE, 0.9 KM (0.55 MI) EAST OF THE INTERSECTION OF JD2428'COUNTY ROAD D, 13.1 M (43.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.5 M JD2428'(14.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, AND 0.6 M (2.0 FT) JD2428'NORTH OF A FENCE. JD2428'THE MARK IS 0.7 METERS NW FROM A WITNESS POST JD2428'THE MARK IS 0.3 M BELOW THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8344 *********************************************************************** DF8344 DESIGNATION - HOME RESET DF8344 PID - DF8344 DF8344 STATE/COUNTY- MO/COOPER DF8344 USGS QUAD - PRAIRIE HOME (1985) DF8344 DF8344 *CURRENT SURVEY CONTROL DF8344 ___________________________________________________________________ DF8344* NAD 83(1997)- 38 48 26.01646(N) 092 34 46.81509(W) ADJUSTED DF8344* NAVD 88 - 276. (meters) 906. (feet) SCALED DF8344 ___________________________________________________________________ DF8344 LAPLACE CORR- -0.24 (seconds) DEFLEC99 DF8344 GEOID HEIGHT- -32.70 (meters) GEOID99 DF8344 DF8344 HORZ ORDER - SECOND DF8344 DF8344.The horizontal coordinates were established by classical geodetic methods DF8344.and adjusted by the National Geodetic Survey in February 2000. DF8344 DF8344.The orthometric height was scaled from a topographic map. DF8344 DF8344.The Laplace correction was computed from DEFLEC99 derived deflections. DF8344 DF8344.The geoid height was determined by GEOID99. DF8344 DF8344; North East Units Scale Converg. DF8344;SPC MO C - 330,034.780 493,080.173 MT 0.99993392 -0 02 59.7 DF8344;UTM 15 - 4,295,468.584 536,495.665 MT 0.99961640 +0 15 48.3 DF8344 DF8344: Primary Azimuth Mark Grid Az DF8344:SPC MO C - HOME AZ MK 094 34 25.1 DF8344:UTM 15 - HOME AZ MK 094 15 37.1 DF8344 DF8344|---------------------------------------------------------------------| DF8344| PID Reference Object Distance Geod. Az | DF8344| dddmmss.s | DF8344| CM3796 HOME AZ MK 0943125.4 | DF8344| CM3797 HOME RM 1 36.377 METERS 27413 | DF8344| CM3798 HOME RM 2 30.309 METERS 32718 | DF8344|---------------------------------------------------------------------| DF8344 DF8344 SUPERSEDED SURVEY CONTROL DF8344 DF8344 NAD 83(1986)- 38 48 26.02521(N) 092 34 46.81798(W) AD( ) 2 DF8344 DF8344.Superseded values are not recommended for survey control. DF8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF8344.See file dsdata.txt to determine how the superseded data were derived. DF8344 DF8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3649695469(NAD 83) DF8344_MARKER: DS = TRIANGULATION STATION DISK DF8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF8344_STAMPING: HOME 1949 1984 DF8344_MARK LOGO: NGS DF8344_MAGNETIC: N = NO MAGNETIC MATERIAL DF8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF8344+STABILITY: SURFACE MOTION DF8344 DF8344 HISTORY - Date Condition Report By DF8344 HISTORY - 1984 MONUMENTED NGS DF8344 DF8344 STATION DESCRIPTION DF8344 DF8344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) DF8344'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSITION. THE DF8344'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, BUT ONLY 2 FT (0.6 DF8344'M) BELOW THE GROUND SURFACE. RM 1 AND THE AZ MK WERE BOTH SEARCHED DF8344'FOR BUT NOT FOUND. RM 2 WAS RECOVERED IN GOOD CONDITION. THE DF8344'DIRECTION TO THIS MARK AGREED WITH 1949 DATA BUT THE DISTANCE WAS 0.16 DF8344'FT (4.88 CM) LONGER. RM 1 WAS PROBABLY DESTROYED DURING THE DF8344'CONSTRUCTION OF A NEW HOUSE AND THE AZ MK SITE IS NOW THE BACK SLOPE DF8344'OF A DITCH. THE ORIGINAL FARM HOUSE AND BARN HAVE BEEN TURN DOWN AND DF8344'A NEW BRICK HOUSE AND A NEW BARN ARE NOW AT THE SITE. THE STATION DF8344'MARKS WERE IN A CULTIVATED FIELD AND WERE LOWERED AT THE REQUEST OF DF8344'THE PROPERTY OWNER. THE HORIZONTAL POSITION OF THE ORIGINAL DF8344'UNDERGROUND MARK WAS HELD, THE MARK REMOVED AND A NEW UNDERGROUND MARK DF8344'WAS SET 5 FT (1.5 M) BELOW THE GROUND SURFACE. A NEW SURFACE MARK WAS DF8344'THEN SET DIRECTLY OVER THIS MARK BUT LEFT RECESSED 24 INCHES BELOW THE DF8344'GROUND SURFACE IN ORDER IT WOULD NOT INTERFERE WITH FARMING DF8344'OPERATIONS. RM 3 AND AN AZ MK 2 WERE ALSO ESTABLISHED. DUE TO THE DF8344'ABOVE CHANGES A NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT DF8344'3/4 MI SSE OF PRAIRIE HOME, ON THE N SIDE OF STATE HWY 87 AND IN A DF8344'CULTIVATED FIELD ON PROPERTY OWNED BY ALPERS FARMS, RURAL ROUTE 2, DF8344'BOONEVILLE, MISSOURI 65233. THE STATION IS AT THE HOME OF ROBERT DF8344'ALPERS, RURAL ROUTE, PRAIRIE HOME, MISOURI 65068. TO REACH THE DF8344'STATION FROM THE POST OFFICE IN PRAIRIE HOME, GO S AND E ON STATE HWY DF8344'87 FOR 0.75 MK TO A NEW BRICK HOUSE, OCCUPIED BY ROBERT ALPERS AND THE DF8344'STATION ON THE LEFT. DF8344' DF8344'THE STATION IS A STANDARD NGS DISK STAMPED---HOME 1949 1984---, SET DF8344'INTO THE TOP OF ROUND CONCRETE MONUMENT, 15 INCHES (38.1 CM) IN DF8344'DIAMETER, RECESSED 24 INCHES (61 CM) BELOW THE GROUND. THE STATION IS DF8344'LOCATED 134.7 FT (41.1 M) ESE FROM THE SE CORNER OF THE HOUSE, 45.0 FT DF8344'(13.7 M) E FROM THE N/S FENCE, 43.5 FT (13.3 M) N FROM THE CENTERLINE DF8344'OF THE HWY, 14.0 F N FROM THE E/W FENCE AND A WITNESS POST. RM NO 02, DF8344'IS A STANDARD, CGS, DISK STAMPED---HOME NO 2 1949---, SET INTO THE TOP DF8344'OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, DF8344'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND. THE STATION IS LOCATED DF8344'81.9 FT (25.0 M) ENE FROM THE SE CORNER OF THE HOUSE, 71.4 FT (21.8 M) DF8344'E FROM THE NE CORNER OF THE HOUSE, 125.0 FT (38.1 M) N FROM THE DF8344'CENTERLINE OF THE HWY, AND 2.0 FT (0.6 M) HIGHER THAN THE STATION. RM DF8344'NO 03, IS A STANDARD NGS DISK STAMPED---HOME 1949 NO 3 1984---, SET DF8344'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DF8344'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 98.5 FT (30.0 M) DF8344'SE FROM THE SE CORNER OF THE HOUSE, 30.0 FT (9.1 M) N FROM THE DF8344'CENTERLINE OF THE HWY, 1.0 FT (0.3 M) NW FROM THE FENCE CORNER, SE OF DF8344'THE HOUSE, AND 3.00 FT (0.91 M) HIGHER THAN THE STATION. AZ MK NO 02, DF8344'IS A STANDARD NGS DISK STAMPED---HOME 1949 NO 2 1984---, SET INTO THE DF8344'TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, DF8344'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND. THE STATION IS LOCATED DF8344'44.0 FT (13.4 M) S FROM THE CENTERLINE OF THE HWY, 15.5 FT (4.7 M) E DF8344'FROM THE CENTERLINE OF THE FIELD ENTRANCE AND A GATE, 2.0 FT (0.6 M) DF8344'NW FROM A WITNESS POST, 1.5 FT (0.5 M) N FROM THE FENCE. TO REACH THE DF8344'AZ MK FROM THE STATION, GO E ON THE HWY FOR 0.45 MI (0.72 KM) TO A DF8344'FIELD ENTRANCE AND THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2830 *********************************************************************** JD2830 DESIGNATION - L 281 RESET JD2830 PID - JD2830 JD2830 STATE/COUNTY- MO/COOPER JD2830 USGS QUAD - BILLINGSVILLE (1978) JD2830 JD2830 *CURRENT SURVEY CONTROL JD2830 ___________________________________________________________________ JD2830* NAD 83(1986)- 38 56 04. (N) 092 52 27. (W) SCALED JD2830* NAVD 88 - 183.11 (meters) 600.8 (feet) RESET JD2830 ___________________________________________________________________ JD2830 GEOID HEIGHT- -32.67 (meters) GEOID99 JD2830 JD2830 VERT ORDER - THIRD JD2830 JD2830.The horizontal coordinates were scaled from a topographic map and have JD2830.an estimated accuracy of +/- 6 seconds. JD2830 JD2830.The orthometric height was computed from unverified reset data. JD2830.No vertical observational check was made to the station. JD2830 JD2830.The geoid height was determined by GEOID99. JD2830 JD2830; North East Units Estimated Accuracy JD2830;SPC MO C - 344,220. 467,560. MT (+/- 180 meters Scaled) JD2830 JD2830 SUPERSEDED SURVEY CONTROL JD2830 JD2830 NGVD 29 (10/29/03) 183.04 (m) 600.5 (f) RESET 3 JD2830 JD2830.Superseded values are not recommended for survey control. JD2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2830.See file dsdata.txt to determine how the superseded data were derived. JD2830 JD2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD109095(NAD 83) JD2830_MARKER: DV = VERTICAL CONTROL DISK JD2830_SETTING: 32 = CULVERT JD2830_STAMPING: L 281 RESET 1992 JD2830_MARK LOGO: NGS JD2830_MAGNETIC: N = NO MAGNETIC MATERIAL JD2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2830+STABILITY: SURFACE MOTION JD2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD2830+SATELLITE: SATELLITE OBSERVATIONS - 1992 JD2830 JD2830 HISTORY - Date Condition Report By JD2830 HISTORY - 1992 MONUMENTED MODNR JD2830 JD2830 STATION DESCRIPTION JD2830 JD2830'DESCRIBED BY MO DEPT OF NAT RES 1992 JD2830'THE BENCH MARK WAS SET IN THE SW END OF A BOX CULVERT OF MARTINS JD2830'CREEK AND THE SOUTH SERVICE ROAD OF I 29 NEAR THE 1/4 COR OF SECTIONS JD2830'10 AND 15 OF T48N R18W IN COOPER CO. TO REACH THE MARK FROM THE JD2830'HIGHWAY 135 OVERPASS ON I 70 WEST OF BOONVILLE FOLLOW THE SOUTH JD2830'SERVICE ROAD FOR ABOUT 1.5 MILES TO THE BOX CULVERT OVER MARTINS JD2830'CREEK AND MARK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2829 *********************************************************************** JD2829 DESIGNATION - M 281 RESET JD2829 PID - JD2829 JD2829 STATE/COUNTY- MO/COOPER JD2829 USGS QUAD - PILOT GROVE NORTH (1979) JD2829 JD2829 *CURRENT SURVEY CONTROL JD2829 ___________________________________________________________________ JD2829* NAD 83(1986)- 38 56 04. (N) 092 54 02. (W) SCALED JD2829* NAVD 88 - 189.59 (meters) 622.0 (feet) RESET JD2829 ___________________________________________________________________ JD2829 GEOID HEIGHT- -32.66 (meters) GEOID99 JD2829 JD2829 VERT ORDER - THIRD JD2829 JD2829.The horizontal coordinates were scaled from a topographic map and have JD2829.an estimated accuracy of +/- 6 seconds. JD2829 JD2829.The orthometric height was computed from unverified reset data. JD2829.No vertical observational check was made to the station. JD2829 JD2829.The geoid height was determined by GEOID99. JD2829 JD2829; North East Units Estimated Accuracy JD2829;SPC MO C - 344,230. 465,270. MT (+/- 180 meters Scaled) JD2829 JD2829 SUPERSEDED SURVEY CONTROL JD2829 JD2829 NGVD 29 (10/29/03) 189.53 (m) 621.8 (f) RESET 3 JD2829 JD2829.Superseded values are not recommended for survey control. JD2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2829.See file dsdata.txt to determine how the superseded data were derived. JD2829 JD2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD086095(NAD 83) JD2829_MARKER: DV = VERTICAL CONTROL DISK JD2829_SETTING: 38 = BRIDGE ABUTMENT JD2829_STAMPING: M 281 RESET 1992 JD2829_MARK LOGO: NGS JD2829_MAGNETIC: N = NO MAGNETIC MATERIAL JD2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD2829+SATELLITE: SATELLITE OBSERVATIONS - 1992 JD2829 JD2829 HISTORY - Date Condition Report By JD2829 HISTORY - 1992 MONUMENTED MODNR JD2829 JD2829 STATION DESCRIPTION JD2829 JD2829'DESCRIBED BY MO DEPT OF NAT RES 1992 JD2829'THE STATION WAS SET IN THE NW END OF THE BRIDGE OVER CHOUTEAU CREEK. JD2829'TO REACH THE STATION FROM THE OVERPASS OF HIGHWAY 5 ON INTERSTATE 70, JD2829'GO WEST ON I 70 FOR 6.7 MILES TO THE BRIDGE AND BENCH MARK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2796 *********************************************************************** JD2796 DESIGNATION - U 221 RESET JD2796 PID - JD2796 JD2796 STATE/COUNTY- MO/COOPER JD2796 USGS QUAD - HUNTSDALE (1985) JD2796 JD2796 *CURRENT SURVEY CONTROL JD2796 ___________________________________________________________________ JD2796* NAD 83(1986)- 38 53 13. (N) 092 29 47. (W) SCALED JD2796* NAVD 88 - 174.71 (meters) 573.2 (feet) RESET JD2796 ___________________________________________________________________ JD2796 GEOID HEIGHT- -32.78 (meters) GEOID99 JD2796 JD2796 VERT ORDER - THIRD JD2796 JD2796.The horizontal coordinates were scaled from a topographic map and have JD2796.an estimated accuracy of +/- 6 seconds. JD2796 JD2796.The orthometric height was computed from unverified reset data. JD2796.No vertical observational check was made to the station. JD2796 JD2796.The geoid height was determined by GEOID99. JD2796 JD2796; North East Units Estimated Accuracy JD2796;SPC MO C - 338,880. 500,310. MT (+/- 180 meters Scaled) JD2796 JD2796 SUPERSEDED SURVEY CONTROL JD2796 JD2796 NGVD 29 (10/29/03) 174.66 (m) 573.0 (f) RESET 3 JD2796 JD2796.Superseded values are not recommended for survey control. JD2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2796.See file dsdata.txt to determine how the superseded data were derived. JD2796 JD2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD436043(NAD 83) JD2796_MARKER: DB = BENCH MARK DISK JD2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2796_STAMPING: U 221 RESET 1979 JD2796_MARK LOGO: NGS JD2796_MAGNETIC: N = NO MAGNETIC MATERIAL JD2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2796+STABILITY: SURFACE MOTION JD2796 JD2796 HISTORY - Date Condition Report By JD2796 HISTORY - 1979 MONUMENTED NGS JD2796 JD2796 STATION DESCRIPTION JD2796 JD2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 JD2796'0.15 MILE EAST FROM THE CROSSING AT WOOLDRIDGE, THENCE RIGHT AND JD2796'SOUTHEASTERLY ALONG A GRAVELED ROAD ALONG THE RAILROAD TRACKS FOR 1.4 JD2796'MILES TO A CROSSING, CONTINUE SOUTHERLY ALONG THE ROAD FOR 0.45 MILE JD2796'TO A Y-JUNCTION, THENCE LEFT AND EAST ALONG A DIRT ROAD FOR 0.4 MILE JD2796'TO ANOTHER CROSSING AND THE MARK ABOUT 40 YARDS SOUTHWEST OF THE JD2796'TRACKS, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10 FEET JD2796'SOUTHWEST OF THE SOUTHWEST BANK OF A LARGE DITCH RUNNING ALONG THE JD2796'SOUTHWEST SIDE OF THE TRACKS AND AT THE NORTHEAST EDGE OF A JD2796'CULTIVATED FIELD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0483 *********************************************************************** JD0483 DESIGNATION - X 149 RESET JD0483 PID - JD0483 JD0483 STATE/COUNTY- MO/COOPER JD0483 USGS QUAD - PILOT GROVE SOUTH (1979) JD0483 JD0483 *CURRENT SURVEY CONTROL JD0483 ___________________________________________________________________ JD0483* NAD 83(1986)- 38 51 47. (N) 092 58 22. (W) SCALED JD0483* NAVD 88 - 142.54 (meters) 467.6 (feet) RESET JD0483 ___________________________________________________________________ JD0483 GEOID HEIGHT- -32.63 (meters) GEOID99 JD0483 JD0483 VERT ORDER - THIRD JD0483 JD0483.The horizontal coordinates were scaled from a topographic map and have JD0483.an estimated accuracy of +/- 6 seconds. JD0483 JD0483.The orthometric height was computed from unverified reset data. JD0483 JD0483.The geoid height was determined by GEOID99. JD0483 JD0483; North East Units Estimated Accuracy JD0483;SPC MO C - 336,340. 458,970. MT (+/- 180 meters Scaled) JD0483 JD0483 SUPERSEDED SURVEY CONTROL JD0483 JD0483.No superseded survey control is available for this station. JD0483 JD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD023015(NAD 83) JD0483_MARKER: DB = BENCH MARK DISK JD0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0483_STAMPING: X 149 RESET 1949 JD0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0483+STABILITY: SURFACE MOTION JD0483 JD0483 HISTORY - Date Condition Report By JD0483 HISTORY - 1949 MONUMENTED CGS JD0483 HISTORY - 1963 GOOD NGS JD0483 JD0483 STATION DESCRIPTION JD0483 JD0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JD0483'9.9 MI NE FROM CLIFTON CITY. JD0483'9.9 MILES NORTHEAST OF THE SCHOOL AT CLIFTON CITY, COOPER COUNTY, JD0483'1.1 MILES SOUTH ALONG COOPER COUNTY HIGHWAY C FROM PILOT GROVE, JD0483'THENCE 3.5 MILES WEST ALONG COUNTY HIGHWAY N, 0.7 MILE WEST JD0483'OF ST. PAULS EVANGELICAL CHURCH, 28.5 FEET SOUTH OF THE CENTER JD0483'LINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES, 58 FEET WEST JD0483'OF A POLE, 135 FEET WEST OF A POLE, AND 1 FOOT SOUTH OF A JD0483'WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED X 149 JD0483'RESET 1949 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS JD0483'BENCH MARK WAS ESTABLISHED IN JUNE 1949 BY ENGINEERS OF THE JD0483'STATE HIGHWAY DEPARTMENT TO REPLACE BENCH MARK X 189.