1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF1507 *********************************************************************** LF1507 DESIGNATION - D 207 RESET LF1507 PID - LF1507 LF1507 STATE/COUNTY- MO/HOLT LF1507 USGS QUAD - CORNING (1984) LF1507 LF1507 *CURRENT SURVEY CONTROL LF1507 ___________________________________________________________________ LF1507* NAD 83(1986)- 40 10 44. (N) 095 26 33. (W) SCALED LF1507* NAVD 88 - 266.54 (meters) 874.5 (feet) RESET LF1507 ___________________________________________________________________ LF1507 GEOID HEIGHT- -30.65 (meters) GEOID99 LF1507 LF1507 VERT ORDER - THIRD LF1507 LF1507.The horizontal coordinates were scaled from a topographic map and have LF1507.an estimated accuracy of +/- 6 seconds. LF1507 LF1507.The orthometric height was computed from unverified reset data. LF1507.No vertical observational check was made to the station. LF1507 LF1507.The geoid height was determined by GEOID99. LF1507 LF1507; North East Units Estimated Accuracy LF1507;SPC MO W - 445,760. 769,730. MT (+/- 180 meters Scaled) LF1507 LF1507 SUPERSEDED SURVEY CONTROL LF1507 LF1507 NGVD 29 (10/29/03) 266.44 (m) 874.1 (f) RESET 3 LF1507 LF1507.Superseded values are not recommended for survey control. LF1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LF1507.See file dsdata.txt to determine how the superseded data were derived. LF1507 LF1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE920504(NAD 83) LF1507_MARKER: DB = BENCH MARK DISK LF1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1507_STAMPING: D 207 RESET 1983 LF1507_MARK LOGO: NGS LF1507_MAGNETIC: N = NO MAGNETIC MATERIAL LF1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1507+STABILITY: SURFACE MOTION LF1507 LF1507 HISTORY - Date Condition Report By LF1507 HISTORY - 1983 MONUMENTED NGS LF1507 LF1507 STATION DESCRIPTION LF1507 LF1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 LF1507'3.6 MI (5.8 KM) WEST ALONG THE MAIN STREET AND STATE HIGHWAY 111, FROM LF1507'THE OLD RAILROAD STATION AND A GRAIN ELEVATOR IN CRAIG, TO A ROAD LF1507'LEFT, AT A CURVE IN THE HIGHWAY TO THE NORTH, THENCE LEFT AND LF1507'SOUTHWEST ALONG A DIRT ROAD FOR 0.1 MI, THENCE LEFT AND SOUTH ALONG A LF1507'GRADED ROAD FOR 0.7 MI (1.1 KM) TO THE END OF THE ROAD, THE HOUSE OF LF1507'MR. RONALD REHM AND THE BENCH MARK 34.6 FT (10.5 M) SOUTH FROM THE LF1507'EAST END OF A BRICK SIDEWALK, 31.6 FT (9.6 M) SOUTHEAST OF THE LF1507'SOUTHEAST CORNER OF A BRICK PILLAR AT THE SOUTHEAST CORNER OF THE LF1507'PORCH OF THE HOUSE, 20.7 FT (6.3 M) NORTH FROM A LONE CEDAR TREE, 8.2 LF1507'FT (2.5 M) EAST OF A YARD FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7372 *********************************************************************** AA7372 DESIGNATION - F 212 RESET AA7372 PID - AA7372 AA7372 STATE/COUNTY- MO/HOLT AA7372 USGS QUAD - BIG LAKE (1981) AA7372 AA7372 *CURRENT SURVEY CONTROL AA7372 ___________________________________________________________________ AA7372* NAD 83(1986)- 40 06 38. (N) 095 16 40. (W) SCALED AA7372* NAVD 88 - 262.25 (+/-2cm) 860.4 (feet) VERTCON AA7372 ___________________________________________________________________ AA7372 GEOID HEIGHT- -30.96 (meters) GEOID99 AA7372 AA7372 VERT ORDER - THIRD (See Below) AA7372 AA7372.The horizontal coordinates were scaled from a topographic map and have AA7372.an estimated accuracy of +/- 6 seconds. AA7372 AA7372.The NAVD 88 height was computed by applying the VERTCON shift value to AA7372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7372.The vertical order pertains to the superseded datum. AA7372 AA7372.The geoid height was determined by GEOID99. AA7372 AA7372; North East Units Estimated Accuracy AA7372;SPC MO W - 438,030. 783,690. MT (+/- 180 meters Scaled) AA7372 AA7372 SUPERSEDED SURVEY CONTROL AA7372 AA7372 NGVD 29 (10/29/03) 262.18 (m) 860.2 (f) RESET 3 AA7372 AA7372.Superseded values are not recommended for survey control. AA7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7372.See file dsdata.txt to determine how the superseded data were derived. AA7372 AA7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE058425(NAD 83) AA7372_MARKER: DV = VERTICAL CONTROL DISK AA7372_SETTING: 32 = CULVERT AA7372_STAMPING: F 212 RESET 1993 AA7372_MARK LOGO: NGS AA7372_MAGNETIC: N = NO MAGNETIC MATERIAL AA7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7372+STABILITY: SURFACE MOTION AA7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7372+SATELLITE: SATELLITE OBSERVATIONS - 1993 AA7372 AA7372 HISTORY - Date Condition Report By AA7372 HISTORY - 1993 MONUMENTED MODNR AA7372 AA7372 STATION DESCRIPTION AA7372 AA7372'DESCRIBED BY MO DEPT OF NAT RES 1993 (BDC) AA7372'IN THE CORNER OF A LARGE CONCRETE BOX CULVERT OVER LITTLE TARKO CREEK. AA7372'TO REACH THE MARK FROM THE CENTER OF THE HIGHWAY 118 OVERPASS OF I-29 AA7372'ON THE WEST EDGE OF MOUND CITY, GO WEST ON HIGHWAY 118 FOR 2.8 MILES AA7372'TO THE OLD CHANNEL OF LITTLE TARKIO CREEK AND THE MARK AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF0405 *********************************************************************** LF0405 DESIGNATION - H 212 RESET LF0405 PID - LF0405 LF0405 STATE/COUNTY- MO/HOLT LF0405 USGS QUAD - RULO (1965) LF0405 LF0405 *CURRENT SURVEY CONTROL LF0405 ___________________________________________________________________ LF0405* NAD 83(1986)- 40 03 18. (N) 095 24 59. (W) SCALED LF0405* NAVD 88 - 267.10 (+/-2cm) 876.3 (feet) VERTCON LF0405 ___________________________________________________________________ LF0405 GEOID HEIGHT- -30.75 (meters) GEOID99 LF0405 LF0405 VERT ORDER - THIRD (See Below) LF0405 LF0405.The horizontal coordinates were scaled from a topographic map and have LF0405.an estimated accuracy of +/- 6 seconds. LF0405 LF0405.The NAVD 88 height was computed by applying the VERTCON shift value to LF0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LF0405.The vertical order pertains to the superseded datum. LF0405 LF0405.The geoid height was determined by GEOID99. LF0405 LF0405; North East Units Estimated Accuracy LF0405;SPC MO W - 431,980. 771,810. MT (+/- 180 meters Scaled) LF0405 LF0405 SUPERSEDED SURVEY CONTROL LF0405 LF0405 NGVD 29 (10/29/03) 267.04 (m) 876.1 (f) RESET 3 LF0405 LF0405.Superseded values are not recommended for survey control. LF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LF0405.See file dsdata.txt to determine how the superseded data were derived. LF0405 LF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE938366(NAD 83) LF0405_MARKER: DB = BENCH MARK DISK LF0405_SETTING: 36 = BRIDGE ABUTMENT LF0405_STAMPING: H 212 RESET 1975 LF0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LF0405 LF0405 HISTORY - Date Condition Report By LF0405 HISTORY - 1975 MONUMENTED NGS LF0405 LF0405 STATION DESCRIPTION LF0405 LF0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 LF0405'0.6 MI E FROM RULO. LF0405'ABOUT 0.6 MILE EAST OF RULO, NEBRASKA AND ACROSS THE MISSOURI LF0405'RIVER ON HIGHWAY 159, IN THE NORTHEAST CORNER OF THE NORTH LF0405'ABUTMENT OF THE BRIDGE OVER THE MISSOURI RIVER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF0486 *********************************************************************** LF0486 DESIGNATION - K 206 RESET LF0486 PID - LF0486 LF0486 STATE/COUNTY- MO/HOLT LF0486 USGS QUAD - BIG LAKE (1981) LF0486 LF0486 *CURRENT SURVEY CONTROL LF0486 ___________________________________________________________________ LF0486* NAD 83(1986)- 40 06 38. (N) 095 21 07. (W) SCALED LF0486* NAVD 88 - 262.64 (meters) 861.7 (feet) RESET LF0486 ___________________________________________________________________ LF0486 GEOID HEIGHT- -30.84 (meters) GEOID99 LF0486 LF0486 VERT ORDER - THIRD LF0486 LF0486.The horizontal coordinates were scaled from a topographic map and have LF0486.an estimated accuracy of +/- 6 seconds. LF0486 LF0486.The orthometric height was computed from unverified reset data. LF0486 LF0486.The geoid height was determined by GEOID99. LF0486 LF0486; North East Units Estimated Accuracy LF0486;SPC MO W - 438,090. 777,370. MT (+/- 180 meters Scaled) LF0486 LF0486 SUPERSEDED SURVEY CONTROL LF0486 LF0486.No superseded survey control is available for this station. LF0486 LF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE995426(NAD 83) LF0486_MARKER: DB = BENCH MARK DISK LF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF0486_STAMPING: K 206 RESET 1970 LF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF0486+STABILITY: SURFACE MOTION LF0486 LF0486 HISTORY - Date Condition Report By LF0486 HISTORY - 1970 MONUMENTED NGS LF0486 HISTORY - 1977 GOOD USGS LF0486 LF0486 STATION DESCRIPTION LF0486 LF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LF0486'3.3 MI W FROM BIGELOW. LF0486'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST LF0486'OFFICE IN BIGELOW, AT THE INTERSECTION OF U.S. HIGHWAY 159 AND LF0486'STATE HIGHWAYS 111 AND 118, 200 FEET SOUTH OF THE CENTER OF LF0486'STATE HIGHWAY 118, 93 FEET EAST OF THE CENTER OF U.S. HIGHWAY LF0486'159, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS LF0486'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS LF0486'3 INCHES. NOTE-- THE DISTANCES TO THE HIGHWAYS COULD CHANGE AS LF0486'THE RIGHT-OF-WAY WAS NOT STAKED. LF0486 LF0486 STATION RECOVERY (1977) LF0486 LF0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 LF0486'BIGELOW, 3.3 MI. W. OF. T. 61 N., R. 39-40 W., NEAR QTR. COR. BETWEEN LF0486'SECS. 7 AND 12, 300 FT. S. AND 91 FT. E. OF X-RDS., 1.5 FT. W. OF LF0486'WITNESS POST, CONCRETE POST AND STANDARD DISK, STAMPED K-206 RESET LF0486'1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF0413 *********************************************************************** LF0413 DESIGNATION - K 212 RESET LF0413 PID - LF0413 LF0413 STATE/COUNTY- MO/HOLT LF0413 USGS QUAD - BIG LAKE (1981) LF0413 LF0413 *CURRENT SURVEY CONTROL LF0413 ___________________________________________________________________ LF0413* NAD 83(1986)- 40 03 10. (N) 095 22 08. (W) SCALED LF0413* NAVD 88 - 259.89 (meters) 852.7 (feet) RESET LF0413 ___________________________________________________________________ LF0413 GEOID HEIGHT- -30.83 (meters) GEOID99 LF0413 LF0413 VERT ORDER - THIRD LF0413 LF0413.The horizontal coordinates were scaled from a topographic map and have LF0413.an estimated accuracy of +/- 6 seconds. LF0413 LF0413.The orthometric height was computed from unverified reset data. LF0413 LF0413.The geoid height was determined by GEOID99. LF0413 LF0413; North East Units Estimated Accuracy LF0413;SPC MO W - 431,690. 775,860. MT (+/- 180 meters Scaled) LF0413 LF0413 SUPERSEDED SURVEY CONTROL LF0413 LF0413.No superseded survey control is available for this station. LF0413 LF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE979363(NAD 83) LF0413_MARKER: DB = BENCH MARK DISK LF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF0413_STAMPING: K 212 RESET 1970 LF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF0413+STABILITY: SURFACE MOTION LF0413 LF0413 HISTORY - Date Condition Report By LF0413 HISTORY - 1970 MONUMENTED NGS LF0413 HISTORY - 19890814 MARK NOT FOUND NGS LF0413 LF0413 STATION DESCRIPTION LF0413 LF0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LF0413'2.8 MI W FROM FORTESCUE. LF0413'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY LF0413'RAILROAD FROM THE STATION AT FORTESCUE, 1.55 MILES WEST OF THE LF0413'JUNCTION OF U.S. HIGHWAY 159 AND STATE HIGHWAY 111, ABOUT 75 FEET LF0413'NORTH OF NEW U.S. HIGHWAY 159, ABOUT 45 FEET SOUTH OF THE LF0413'RAILROAD TRACK, 18 FEET EAST OF A PROJECTED CENTER OF A DIRT LF0413'ROAD LEADING SOUTH, ABOUT 10 FEET LOWER IN ELEVATION THAN THE LF0413'TRACK, 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP LF0413'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. LF0413 LF0413 STATION RECOVERY (1989) LF0413 LF0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 LF0413'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF0484 *********************************************************************** LF0484 DESIGNATION - L 206 RESET LF0484 PID - LF0484 LF0484 STATE/COUNTY- MO/HOLT LF0484 USGS QUAD - BIG LAKE (1981) LF0484 LF0484 *CURRENT SURVEY CONTROL LF0484 ___________________________________________________________________ LF0484* NAD 83(1986)- 40 06 38. (N) 095 20 01. (W) SCALED LF0484* NAVD 88 - 262.30 (meters) 860.6 (feet) RESET LF0484 ___________________________________________________________________ LF0484 GEOID HEIGHT- -30.87 (meters) GEOID99 LF0484 LF0484 VERT ORDER - THIRD LF0484 LF0484.The horizontal coordinates were scaled from a topographic map and have LF0484.an estimated accuracy of +/- 6 seconds. LF0484 LF0484.The orthometric height was computed from unverified reset data. LF0484 LF0484.The geoid height was determined by GEOID99. LF0484 LF0484; North East Units Estimated Accuracy LF0484;SPC MO W - 438,080. 778,930. MT (+/- 180 meters Scaled) LF0484 LF0484 SUPERSEDED SURVEY CONTROL LF0484 LF0484.No superseded survey control is available for this station. LF0484 LF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE011426(NAD 83) LF0484_MARKER: DB = BENCH MARK DISK LF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF0484_STAMPING: L 206 RESET 1970 LF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF0484+STABILITY: SURFACE MOTION LF0484 LF0484 HISTORY - Date Condition Report By LF0484 HISTORY - 1970 MONUMENTED NGS LF0484 LF0484 STATION DESCRIPTION LF0484 LF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LF0484'2.3 MI W FROM BIGELOW. LF0484'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST LF0484'OFFICE AT BIGELOW, AT A DIRT ROAD LEADING SOUTH, ABOUT 100 LF0484'FEET NORTH OF THE CENTER OF NEW STATE HIGHWAY 118, 27.5 FEET LF0484'NORTH OF THE CENTER OF THE OLD ROAD, 3 FEET EAST OF A POWERLINE LF0484'POLE WITH A TRANSFORMER, 1.5 FEET SOUTH OF AN EAST-WEST FENCE, LF0484'1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A LF0484'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF0482 *********************************************************************** LF0482 DESIGNATION - M 206 RESET LF0482 PID - LF0482 LF0482 STATE/COUNTY- MO/HOLT LF0482 USGS QUAD - BIG LAKE (1981) LF0482 LF0482 *CURRENT SURVEY CONTROL LF0482 ___________________________________________________________________ LF0482* NAD 83(1986)- 40 06 38. (N) 095 18 54. (W) SCALED LF0482* NAVD 88 - 264.96 (meters) 869.3 (feet) RESET LF0482 ___________________________________________________________________ LF0482 GEOID HEIGHT- -30.90 (meters) GEOID99 LF0482 LF0482 VERT ORDER - THIRD LF0482 LF0482.The horizontal coordinates were scaled from a topographic map and have LF0482.an estimated accuracy of +/- 6 seconds. LF0482 LF0482.The orthometric height was computed from unverified reset data. LF0482 LF0482.The geoid height was determined by GEOID99. LF0482 LF0482; North East Units Estimated Accuracy LF0482;SPC MO W - 438,060. 780,520. MT (+/- 180 meters Scaled) LF0482 LF0482 SUPERSEDED SURVEY CONTROL LF0482 LF0482.No superseded survey control is available for this station. LF0482 LF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE027425(NAD 83) LF0482_MARKER: DB = BENCH MARK DISK LF0482_SETTING: 36 = BRIDGE LF0482_STAMPING: M 206 RESET 1954 LF0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LF0482 LF0482 HISTORY - Date Condition Report By LF0482 HISTORY - 1954 MONUMENTED CGS LF0482 HISTORY - 1970 GOOD NGS LF0482 HISTORY - 1975 MARK NOT FOUND USGS LF0482 LF0482 STATION DESCRIPTION LF0482 LF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 LF0482'1.3 MI W FROM BIGELOW. LF0482'1.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT LF0482'BIGELOW, HOLT COUNTY, AT A STEEL BRIDGE OVER LITTLE TARKIO LF0482'RIVER, IN THE NORTH END OF THE EAST CONCRETE CAP UNDER THE LF0482'TRUSS, 0.4 FEET SOUTHWEST OF THE NORTHEAST END, 15.5 FEET LF0482'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 FEET LOWER LF0482'THAN THE HIGHWAY. A STANDARD DISK, STAMPED M 206 RESET 1954. LF0482'NOTE-- THE BRIDGE OVER TARKIO CREEK HAS BEEN MODIFIED AND RAISED LF0482'AND NO TRACE OF THE MARK COULD BE FOUND. THIS BENCH MARK SHOULD LF0482'BE LISTED AS DESTROYED. LF0482 LF0482 STATION RECOVERY (1970) LF0482 LF0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 LF0482'RECOVERED IN GOOD CONDITION. LF0482 LF0482 STATION RECOVERY (1975) LF0482 LF0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 LF0482'MARK NOT FOUND.