1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0241 *********************************************************************** GE0241 DESIGNATION - 195+00 GE0241 PID - GE0241 GE0241 STATE/COUNTY- AR/CLAY GE0241 USGS QUAD - KNOBEL (1993) GE0241 GE0241 *CURRENT SURVEY CONTROL GE0241 ___________________________________________________________________ GE0241* NAD 83(1986)- 36 22 05. (N) 090 35 20. (W) SCALED GE0241* NAVD 88 - 88.954 (meters) 291.84 (feet) ADJUSTED GE0241 ___________________________________________________________________ GE0241 GEOID HEIGHT- -28.54 (meters) GEOID99 GE0241 DYNAMIC HT - 88.882 (meters) 291.61 (feet) COMP GE0241 MODELED GRAV- 979,829.0 (mgal) NAVD 88 GE0241 GE0241 VERT ORDER - FIRST CLASS II GE0241 GE0241.The horizontal coordinates were scaled from a topographic map and have GE0241.an estimated accuracy of +/- 6 seconds. GE0241 GE0241.The orthometric height was determined by differential leveling GE0241.and adjusted by the National Geodetic Survey in June 1991. GE0241 GE0241.The geoid height was determined by GEOID99. GE0241 GE0241.The dynamic height is computed by dividing the NAVD 88 GE0241.geopotential number by the normal gravity value computed on the GE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0241.degrees latitude (g = 980.6199 gals.). GE0241 GE0241.The modeled gravity was interpolated from observed gravity values. GE0241 GE0241; North East Units Estimated Accuracy GE0241;SPC AR N - 226,650. 526,640. MT (+/- 180 meters Scaled) GE0241 GE0241 SUPERSEDED SURVEY CONTROL GE0241 GE0241 NGVD 29 - 88.944 (m) 291.81 (f) ADJ UNCH 1 2 GE0241 GE0241.Superseded values are not recommended for survey control. GE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0241.See file dsdata.txt to determine how the superseded data were derived. GE0241 GE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83) GE0241_MARKER: Z = SEE DESCRIPTION GE0241_SETTING: 30 = CONCRETE MILE POST GE0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0241 GE0241 HISTORY - Date Condition Report By GE0241 HISTORY - UNK MONUMENTED MPRR GE0241 HISTORY - 1956 GOOD NGS GE0241 HISTORY - 20020917 MARK NOT FOUND USACE GE0241 GE0241 STATION DESCRIPTION GE0241 GE0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0241'2.8 MI S FROM CORNING. GE0241'2.75 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0241'STATION AT CORNING, ABOUT 0.3 MILE NORTH OF BRIDGE OVER BLACK GE0241'RIVER, 8 FEET WEST OF WEST RAIL, 71 FEET NORTH OF CENTER OF GE0241'CROSSING OF TRACK AND A LEVEE, ABOUT LEVEL WITH TRACK AND IS A GE0241'COPPER PLUG IN TOP OF CONCRETE MILE POST PROJECTING 20 INCHES. GE0241 GE0241 STATION RECOVERY (2002) GE0241 GE0241'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0241'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0222 *********************************************************************** GE0222 DESIGNATION - 200+00 GE0222 PID - GE0222 GE0222 STATE/COUNTY- AR/CLAY GE0222 USGS QUAD - KNOBEL (1993) GE0222 GE0222 *CURRENT SURVEY CONTROL GE0222 ___________________________________________________________________ GE0222* NAD 83(1986)- 36 18 07. (N) 090 35 44. (W) SCALED GE0222* NAVD 88 - 86.141 (meters) 282.61 (feet) ADJUSTED GE0222 ___________________________________________________________________ GE0222 GEOID HEIGHT- -28.43 (meters) GEOID99 GE0222 DYNAMIC HT - 86.071 (meters) 282.38 (feet) COMP GE0222 MODELED GRAV- 979,823.4 (mgal) NAVD 88 GE0222 GE0222 VERT ORDER - FIRST CLASS II GE0222 GE0222.The horizontal coordinates were scaled from a topographic map and have GE0222.an estimated accuracy of +/- 6 seconds. GE0222 GE0222.The orthometric height was determined by differential leveling GE0222.and adjusted by the National Geodetic Survey in June 1991. GE0222 GE0222.The geoid height was determined by GEOID99. GE0222 GE0222.The dynamic height is computed by dividing the NAVD 88 GE0222.geopotential number by the normal gravity value computed on the GE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0222.degrees latitude (g = 980.6199 gals.). GE0222 GE0222.The modeled gravity was interpolated from observed gravity values. GE0222 GE0222; North East Units Estimated Accuracy GE0222;SPC AR N - 219,310. 526,140. MT (+/- 180 meters Scaled) GE0222 GE0222 SUPERSEDED SURVEY CONTROL GE0222 GE0222 NGVD 29 - 86.133 (m) 282.59 (f) ADJ UNCH 1 2 GE0222 GE0222.Superseded values are not recommended for survey control. GE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0222.See file dsdata.txt to determine how the superseded data were derived. GE0222 GE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158201(NAD 83) GE0222_MARKER: Z = SEE DESCRIPTION GE0222_SETTING: 30 = CONCRETE MILE POST GE0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0222 GE0222 HISTORY - Date Condition Report By GE0222 HISTORY - UNK MONUMENTED MPRR GE0222 HISTORY - 1956 GOOD NGS GE0222 HISTORY - 20020917 MARK NOT FOUND USACE GE0222 GE0222 STATION DESCRIPTION GE0222 GE0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0222'1.4 MI SE FROM KNOBEL. GE0222'1.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0222'STATION AT KNOBEL, ABOUT 0.1 MILE SOUTHEAST OF RAILROAD TRESTLE GE0222'NO. 199.9, 7 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, ABOUT 1/2 GE0222'FOOT ABOVE LEVEL OF TRACK AND IS A COPPER PLUG IN THE TOP OF 8 GE0222'BY 8-INCH CONCRETE MILE POST PROJECTING 30 INCHES. GE0222 GE0222 STATION RECOVERY (2002) GE0222 GE0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0222'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0145 *********************************************************************** GE0145 DESIGNATION - A 190 GE0145 PID - GE0145 GE0145 STATE/COUNTY- AR/CLAY GE0145 USGS QUAD - MC DOUGAL (1984) GE0145 GE0145 *CURRENT SURVEY CONTROL GE0145 ___________________________________________________________________ GE0145* NAD 83(1986)- 36 26 02. (N) 090 23 35. (W) SCALED GE0145* NAVD 88 - 90.600 (meters) 297.24 (feet) ADJUSTED GE0145 ___________________________________________________________________ GE0145 GEOID HEIGHT- -28.70 (meters) GEOID99 GE0145 DYNAMIC HT - 90.526 (meters) 297.00 (feet) COMP GE0145 MODELED GRAV- 979,818.7 (mgal) NAVD 88 GE0145 GE0145 VERT ORDER - FIRST CLASS II GE0145 GE0145.The horizontal coordinates were scaled from a topographic map and have GE0145.an estimated accuracy of +/- 6 seconds. GE0145 GE0145.The orthometric height was determined by differential leveling GE0145.and adjusted by the National Geodetic Survey in June 1991. GE0145 GE0145.The geoid height was determined by GEOID99. GE0145 GE0145.The dynamic height is computed by dividing the NAVD 88 GE0145.geopotential number by the normal gravity value computed on the GE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0145.degrees latitude (g = 980.6199 gals.). GE0145 GE0145.The modeled gravity was interpolated from observed gravity values. GE0145 GE0145; North East Units Estimated Accuracy GE0145;SPC AR N - 234,230. 544,090. MT (+/- 180 meters Scaled) GE0145 GE0145 SUPERSEDED SURVEY CONTROL GE0145 GE0145 NGVD 29 - 90.590 (m) 297.21 (f) ADJ UNCH 1 2 GE0145 GE0145.Superseded values are not recommended for survey control. GE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0145.See file dsdata.txt to determine how the superseded data were derived. GE0145 GE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA336352(NAD 83) GE0145_MARKER: DB = BENCH MARK DISK GE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0145_STAMPING: A 190 1956 GE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0145+STABILITY: SURFACE MOTION GE0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0145+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002 GE0145 GE0145 HISTORY - Date Condition Report By GE0145 HISTORY - 1956 MONUMENTED CGS GE0145 HISTORY - 20020916 GOOD USACE GE0145 GE0145 STATION DESCRIPTION GE0145 GE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0145'AT MC DOUGAL. GE0145'AT MC DOUGAL, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE GE0145'COTTON GIN, ABOUT 0.15 MILE WEST OF THE POST OFFICE, ABOUT 0.25 GE0145'MILE WEST OF CHURCH OF CHRIST, AT A NORTH-SOUTH CROSSROAD AND GE0145'NEAR THE NORTHWEST CORNER OF A WOODED AREA WITH LARGE OAK TREES, GE0145'57 FEET SOUTH OF CENTER LINE OF HIGHWAY, 72 FEET SOUTHEAST OF GE0145'CENTER OF CROSSROAD, 46 FEET EAST OF CENTER LINE OF ROAD SOUTH, GE0145'31 FEET EAST OF A FENCE CORNER, 21 FEET EAST OF A CAUTION LIGHT GE0145'CABLE POLE, 1 1/2 FEET NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF GE0145'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF GE0145'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 GE0145'INCHES. GE0145 GE0145 STATION RECOVERY (2002) GE0145 GE0145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0145'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0147 *********************************************************************** GE0147 DESIGNATION - B 190 GE0147 PID - GE0147 GE0147 STATE/COUNTY- AR/CLAY GE0147 USGS QUAD - MC DOUGAL (1984) GE0147 GE0147 *CURRENT SURVEY CONTROL GE0147 ___________________________________________________________________ GE0147* NAD 83(1986)- 36 26 06. (N) 090 25 49. (W) SCALED GE0147* NAVD 88 - 88.827 (meters) 291.43 (feet) ADJUSTED GE0147 ___________________________________________________________________ GE0147 GEOID HEIGHT- -28.70 (meters) GEOID99 GE0147 DYNAMIC HT - 88.755 (meters) 291.19 (feet) COMP GE0147 MODELED GRAV- 979,822.6 (mgal) NAVD 88 GE0147 GE0147 VERT ORDER - FIRST CLASS II GE0147 GE0147.The horizontal coordinates were scaled from a topographic map and have GE0147.an estimated accuracy of +/- 6 seconds. GE0147 GE0147.The orthometric height was determined by differential leveling GE0147.and adjusted by the National Geodetic Survey in June 1991. GE0147 GE0147.The geoid height was determined by GEOID99. GE0147 GE0147.The dynamic height is computed by dividing the NAVD 88 GE0147.geopotential number by the normal gravity value computed on the GE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0147.degrees latitude (g = 980.6199 gals.). GE0147 GE0147.The modeled gravity was interpolated from observed gravity values. GE0147 GE0147; North East Units Estimated Accuracy GE0147;SPC AR N - 234,300. 540,750. MT (+/- 180 meters Scaled) GE0147 GE0147 SUPERSEDED SURVEY CONTROL GE0147 GE0147 NGVD 29 - 88.818 (m) 291.40 (f) ADJ UNCH 1 2 GE0147 GE0147.Superseded values are not recommended for survey control. GE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0147.See file dsdata.txt to determine how the superseded data were derived. GE0147 GE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA303352(NAD 83) GE0147_MARKER: DB = BENCH MARK DISK GE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0147_STAMPING: B 190 1956 GE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0147+STABILITY: SURFACE MOTION GE0147 GE0147 HISTORY - Date Condition Report By GE0147 HISTORY - 1956 MONUMENTED CGS GE0147 HISTORY - 1981 POOR USGS GE0147 HISTORY - 20020916 MARK NOT FOUND USACE GE0147 GE0147 STATION DESCRIPTION GE0147 GE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0147'2.2 MI W FROM MC DOUGAL. GE0147'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN GE0147'AT MC DOUGAL, ABOUT 0.2 MILE EAST OF A NARROW GRAVEL ROAD LEADING GE0147'NORTH, 61 FEET NORTH OF CENTER LINE OF HIGHWAY, 57 FEET EAST GE0147'OF R.E.A. POWER POLE NO. 5/85, 51 FEET NORTHWEST OF WEST END OF GE0147'NORTH CONCRETE HEAD WALL OF A 24-INCH METAL PIPE CULVERT UNDER GE0147'HIGHWAY, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET EAST OF A GE0147'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF GE0147'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 GE0147'INCHES. GE0147 GE0147 STATION RECOVERY (1981) GE0147 GE0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 GE0147'MARK RECOVERED IN POOR CONDITION. GE0147 GE0147 STATION RECOVERY (2002) GE0147 GE0147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0147'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0266 *********************************************************************** GE0266 DESIGNATION - BM GE0266 PID - GE0266 GE0266 STATE/COUNTY- AR/CLAY GE0266 USGS QUAD - CORNING (1964) GE0266 GE0266 *CURRENT SURVEY CONTROL GE0266 ___________________________________________________________________ GE0266* NAD 83(1986)- 36 24 07. (N) 090 32 28. (W) SCALED GE0266* NAVD 88 - 89.807 (meters) 294.64 (feet) ADJUSTED GE0266 ___________________________________________________________________ GE0266 GEOID HEIGHT- -28.62 (meters) GEOID99 GE0266 DYNAMIC HT - 89.735 (meters) 294.41 (feet) COMP GE0266 MODELED GRAV- 979,828.2 (mgal) NAVD 88 GE0266 GE0266 VERT ORDER - FIRST CLASS II GE0266 GE0266.The horizontal coordinates were scaled from a topographic map and have GE0266.an estimated accuracy of +/- 6 seconds. GE0266 GE0266.The orthometric height was determined by differential leveling GE0266.and adjusted by the National Geodetic Survey in June 1991. GE0266 GE0266.The geoid height was determined by GEOID99. GE0266 GE0266.The dynamic height is computed by dividing the NAVD 88 GE0266.geopotential number by the normal gravity value computed on the GE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0266.degrees latitude (g = 980.6199 gals.). GE0266 GE0266.The modeled gravity was interpolated from observed gravity values. GE0266 GE0266; North East Units Estimated Accuracy GE0266;SPC AR N - 230,480. 530,870. MT (+/- 180 meters Scaled) GE0266 GE0266 SUPERSEDED SURVEY CONTROL GE0266 GE0266 NGVD 29 - 89.797 (m) 294.61 (f) ADJ UNCH 1 2 GE0266 GE0266.Superseded values are not recommended for survey control. GE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0266.See file dsdata.txt to determine how the superseded data were derived. GE0266 GE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA205313(NAD 83) GE0266_MARKER: DD = SURVEY DISK GE0266_SETTING: 36 = PIER GE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0266 GE0266 HISTORY - Date Condition Report By GE0266 HISTORY - UNK MONUMENTED DOD GE0266 HISTORY - 1956 GOOD NGS GE0266 HISTORY - 20020917 MARK NOT FOUND USACE GE0266 GE0266 STATION DESCRIPTION GE0266 GE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0266'2.2 MI E FROM CORNING. GE0266'2.2 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE GE0266'MISSOURI PACIFIC RAILROAD AT CORNING, AT BRIDGE OVER BLACK RIVER, GE0266'IN THE TOP OF THE NORTH END OF THE FIRST CONCRETE PIER EAST OF GE0266'THE BRIDGE TURNTABLE OF DRAW BRIDGE, 10 FEET NORTH OF CENTER GE0266'LINE OF HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF BRIDGE FLOOR. GE0266 GE0266 STATION RECOVERY (2002) GE0266 GE0266'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0266'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0148 *********************************************************************** GE0148 DESIGNATION - C 190 GE0148 PID - GE0148 GE0148 STATE/COUNTY- AR/CLAY GE0148 USGS QUAD - MC DOUGAL (1984) GE0148 GE0148 *CURRENT SURVEY CONTROL GE0148 ___________________________________________________________________ GE0148* NAD 83(1986)- 36 26 05. (N) 090 26 48. (W) SCALED GE0148* NAVD 88 - 88.234 (meters) 289.48 (feet) ADJUSTED GE0148 ___________________________________________________________________ GE0148 GEOID HEIGHT- -28.70 (meters) GEOID99 GE0148 DYNAMIC HT - 88.162 (meters) 289.24 (feet) COMP GE0148 MODELED GRAV- 979,823.6 (mgal) NAVD 88 GE0148 GE0148 VERT ORDER - FIRST CLASS II GE0148 GE0148.The horizontal coordinates were scaled from a topographic map and have GE0148.an estimated accuracy of +/- 6 seconds. GE0148 GE0148.The orthometric height was determined by differential leveling GE0148.and adjusted by the National Geodetic Survey in June 1991. GE0148 GE0148.The geoid height was determined by GEOID99. GE0148 GE0148.The dynamic height is computed by dividing the NAVD 88 GE0148.geopotential number by the normal gravity value computed on the GE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0148.degrees latitude (g = 980.6199 gals.). GE0148 GE0148.The modeled gravity was interpolated from observed gravity values. GE0148 GE0148; North East Units Estimated Accuracy GE0148;SPC AR N - 234,240. 539,280. MT (+/- 180 meters Scaled) GE0148 GE0148 SUPERSEDED SURVEY CONTROL GE0148 GE0148 NGVD 29 - 88.225 (m) 289.45 (f) ADJ UNCH 1 2 GE0148 GE0148.Superseded values are not recommended for survey control. GE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0148.See file dsdata.txt to determine how the superseded data were derived. GE0148 GE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA288351(NAD 83) GE0148_MARKER: DB = BENCH MARK DISK GE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0148_STAMPING: C 190 1956 GE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0148+STABILITY: SURFACE MOTION GE0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE0148+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002 GE0148 GE0148 HISTORY - Date Condition Report By GE0148 HISTORY - 1956 MONUMENTED CGS GE0148 HISTORY - 20020916 GOOD USACE GE0148 GE0148 STATION DESCRIPTION GE0148 GE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0148'3.1 MI W FROM MC DOUGAL. GE0148'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN GE0148'AT MC DOUGAL, ABOUT 0.25 MILE WEST OF A ROAD SOUTH TO FRENCH GE0148'CHAPEL METHODIST CHURCH, 62 FEET SOUTH OF CENTER LINE OF HIGHWAY, GE0148'75 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A PRIVATE GE0148'ROAD SOUTH TO A HOUSE, 40 FEET EAST OF CENTER LINE OF PRIVATE GE0148'ROAD SOUTH, 135 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND GE0148'TWO BRANCH LINES, 26 FEET EAST OF A FENCE CORNER, 15 FEET EAST GE0148'OF A HIGHWAY R/W MARKER POST, 1 1/2 FEET NORTH OF A FENCE LINE, GE0148'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW GE0148'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING GE0148'4 INCHES. GE0148 GE0148 STATION RECOVERY (2002) GE0148 GE0148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0148'MARK HAS BEEN HIT BY FARM MACHINERY, BUT SHOULD HOLD ELEVATION WELL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1021 *********************************************************************** GE1021 DESIGNATION - CORN 2 GE1021 PID - GE1021 GE1021 STATE/COUNTY- AR/CLAY GE1021 USGS QUAD - CORNING (1964) GE1021 GE1021 *CURRENT SURVEY CONTROL GE1021 ___________________________________________________________________ GE1021* NAD 83(1997)- 36 27 11.96394(N) 090 35 06.43871(W) ADJUSTED GE1021* NAVD 88 - 91. (meters) 299. (feet) SCALED GE1021 ___________________________________________________________________ GE1021 LAPLACE CORR- 0.21 (seconds) DEFLEC99 GE1021 GEOID HEIGHT- -28.77 (meters) GEOID99 GE1021 GE1021 HORZ ORDER - SECOND GE1021 GE1021.The horizontal coordinates were established by classical geodetic methods GE1021.and adjusted by the National Geodetic Survey in September 1999. GE1021 GE1021.The orthometric height was scaled from a topographic map. GE1021 GE1021.The Laplace correction was computed from DEFLEC99 derived deflections. GE1021 GE1021.The geoid height was determined by GEOID99. GE1021 GE1021; North East Units Scale Converg. GE1021;SPC AR N - 236,119.185 526,838.620 MT 1.00005090 +0 49 23.9 GE1021;SPC MO E - 68,793.901 242,369.772 MT 0.99993405 -0 03 02.1 GE1021;UTM 15 - 4,036,941.267 716,413.782 MT 1.00017707 +1 26 07.4 GE1021 GE1021: Primary Azimuth Mark Grid Az GE1021:SPC AR N - CORN 2 AZ MK 184 04 41.5 GE1021:SPC MO E - CORN 2 AZ MK 184 57 07.5 GE1021:UTM 15 - CORN 2 AZ MK 183 27 58.0 GE1021 GE1021|---------------------------------------------------------------------| GE1021| PID Reference Object Distance Geod. Az | GE1021| dddmmss.s | GE1021| CI4162 CORN 2 RM 3 21.701 METERS 01729 | GE1021| CI4163 CORN 2 RM 4 36.449 METERS 11042 | GE1021| GE1017 CORNING GRAIN DRIER APPROX. 4.1 KM 1651115.7 | GE1021| GE1019 CORNING MUNICIPAL TANK APPROX. 4.7 KM 1723958.2 | GE1021| CI4161 CORN 2 AZ MK 1845405.4 | GE1021|---------------------------------------------------------------------| GE1021 GE1021 SUPERSEDED SURVEY CONTROL GE1021 GE1021 NAD 83(1986)- 36 27 11.97014(N) 090 35 06.43833(W) AD( ) 2 GE1021 NAD 27 - 36 27 11.75380(N) 090 35 06.03690(W) AD( ) 2 GE1021 GE1021.Superseded values are not recommended for survey control. GE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1021.See file dsdata.txt to determine how the superseded data were derived. GE1021 GE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1641436941(NAD 83) GE1021_MARKER: DS = TRIANGULATION STATION DISK GE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1021 GE1021 HISTORY - Date Condition Report By GE1021 HISTORY - 1957 MONUMENTED CGS GE1021 HISTORY - 20020917 MARK NOT FOUND USACE GE1021 GE1021 STATION DESCRIPTION GE1021 GE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR) GE1021'THE STATION IS 8 MILES SOUTHWEST OF NEELYVILLE, 3 MILES GE1021'NORTH OF CORNING AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY GE1021'67. IT IS IN THE NORTHWEST 1/4 OF SECTION 19, T21N, R5E. GE1021' GE1021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS GE1021'62 AND 67 IN CORNING, GO NORTH ON HIGHWAY 67 FOR 2.5 MILES TO GE1021'A FARM DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT, CONTINUE GE1021'NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT. GE1021' GE1021'THE STATION MARKS ARE STANDARD DISKS, STAMPED CORN 2 1957. GE1021'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE GE1021'POST WHICH PROJECTS 4 INCHES. IT IS 165 FEET SOUTHWEST OF GE1021'THE CENTER OF THE INTERSECTION OF A CROSSROADS ON HIGHWAY GE1021'67, 134 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GE1021'LANDMARK BAPTIST CHURCH, 66 FEET EAST OF THE CENTER OF A GE1021'COUNTY ROAD, 60 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY GE1021'AND 50 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY. A WHITE GE1021'POST WAS SET 1 FOOT NORTH OF THE MARK. THE UNDERGROUND GE1021'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW GE1021'THE GROUND SURFACE. GE1021' GE1021'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CORN 2 NO 3 1957, GE1021'SET IN A DRILL HOLE IN THE CONCRETE BASE OF A MEMORIAL MARKER GE1021'SIGN AND IS FLUSH WITH THE GROUND SURFACE. IT IS 106 FEET GE1021'SOUTHWEST OF THE CENTER OF THE CROSSROADS, 61 FEET NORTHWEST GE1021'OF THE CENTER OF THE HIGHWAY AND 22 FEET SOUTH OF THE CENTER GE1021'OF THE DRIVEWAY. GE1021' GE1021'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CORN 2 NO 4 GE1021'1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH GE1021'PROJECTS 5 INCHES. IT IS 175 FEET SOUTH OF THE CENTER OF THE GE1021'CROSSROADS, 61 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY GE1021'AND 1 FOOT SOUTH OF A RIGHT-OF-WAY MARKER. GE1021' GE1021'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORN 2 1957, GE1021'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS GE1021'5 INCHES. IT IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY, GE1021'15 FEET NORTH OF THE CENTER OF THE FARM DRIVEWAY AND 3 FEET GE1021'NORTHEAST OF A POWERLINE POLE. A WHITE POST WAS SET 1 FOOT GE1021'SOUTH OF THE MARK. GE1021' GE1021'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE1021 GE1021 STATION RECOVERY (2002) GE1021 GE1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1021'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1185 *********************************************************************** GE1185 DESIGNATION - CORNPORT GE1185 PID - GE1185 GE1185 STATE/COUNTY- AR/CLAY GE1185 USGS QUAD - DATTO (1964) GE1185 GE1185 *CURRENT SURVEY CONTROL GE1185 ___________________________________________________________________ GE1185* NAD 83(1997)- 36 24 16.77702(N) 090 38 56.47453(W) ADJUSTED GE1185* NAVD 88 - 89.0 (meters) 292. (feet) VERTCON GE1185 ___________________________________________________________________ GE1185 X - -58,216.988 (meters) COMP GE1185 Y - -5,139,196.685 (meters) COMP GE1185 Z - 3,764,460.642 (meters) COMP GE1185 LAPLACE CORR- -0.27 (seconds) DEFLEC99 GE1185 ELLIP HEIGHT- 60.34 (meters) GPS OBS GE1185 GEOID HEIGHT- -28.62 (meters) GEOID99 GE1185 GE1185 HORZ ORDER - FIRST GE1185 ELLP ORDER - FOURTH CLASS II GE1185 GE1185.This mark is at Corning Airport (4M9) GE1185 GE1185.The horizontal coordinates were established by GPS observations GE1185.and adjusted by the National Geodetic Survey in September 1999. GE1185 GE1185.The NAVD 88 height was computed by applying the VERTCON shift value to GE1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE1185 GE1185.The X, Y, and Z were computed from the position and the ellipsoidal ht. GE1185 GE1185.The Laplace correction was computed from DEFLEC99 derived deflections. GE1185 GE1185.The ellipsoidal height was determined by GPS observations GE1185.and is referenced to NAD 83. GE1185 GE1185.The geoid height was determined by GEOID99. GE1185 GE1185; North East Units Scale Converg. GE1185;SPC AR N - 230,639.009 521,184.784 MT 1.00003836 +0 47 10.1 GE1185;UTM 15 - 4,031,400.473 710,818.035 MT 1.00014762 +1 23 44.8 GE1185 GE1185: Primary Azimuth Mark Grid Az GE1185:SPC AR N - CORNPORT AZ MK 179 24 16.4 GE1185:UTM 15 - CORNPORT AZ MK 178 47 41.7 GE1185 GE1185|---------------------------------------------------------------------| GE1185| PID Reference Object Distance Geod. Az | GE1185| dddmmss.s | GE1185| GE1186 CORNPORT AZ MK 473.840 METERS 1801126.5 | GE1185|---------------------------------------------------------------------| GE1185 GE1185 SUPERSEDED SURVEY CONTROL GE1185 GE1185 ELLIP HT - 60.43 (m) GP( ) 4 1 GE1185 NAD 83(1986)- 36 24 16.78649(N) 090 38 56.47526(W) AD( ) 1 GE1185 NGVD 29 - 89.0 (m) 292. (f) GPS OBS GE1185 GE1185.Superseded values are not recommended for survey control. GE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1185.See file dsdata.txt to determine how the superseded data were derived. GE1185 GE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1081831400(NAD 83) GE1185_MARKER: I = METAL ROD GE1185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GE1185_STAMPING: CORNPORT 1990 GE1185_MARK LOGO: NGS GE1185_PROJECTION: FLUSH GE1185_MAGNETIC: I = MARKER IS A STEEL ROD GE1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE1185+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE1185_ROD/PIPE-DEPTH: 20.2 meters GE1185_SLEEVE-DEPTH : 0.93 meters GE1185 GE1185 HISTORY - Date Condition Report By GE1185 HISTORY - 1990 MONUMENTED NGS GE1185 HISTORY - 20020917 GOOD USACE GE1185 GE1185 STATION DESCRIPTION GE1185 GE1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 GE1185'STATION IS LOCATED ABOUT 10.7 KM (6.6 MI) NORTHWEST OF KNOBEL, 7.6 KM GE1185'(4.7 MI) NORTHEAST OF DATTO, AND 6.1 KM (3.8 MI) WEST OF CORNING. AT GE1185'THE CORNING MUNICIPAL AIRPORT. OWNERSHIP--CITY OF CORNING AR 72422. GE1185'AIRPORT MANAGER IS CHARLES WIEDEMAN (JIMMY BALLANGER, ASST.) P.O.BOX GE1185'454, CORNING AR 72422. PHONE IS 501-276-5233. GE1185'TO REACH FROM THE POST OFFICE IN CORNING, GO WEST AND NORTH ON GE1185'U.S.HIGHWAY 62 (WEST ELM STREET) FOR 0.41 KM (0.25 MI) TO THE GE1185'JUNCTION OF U.S. HIGHWAY 67. TURN LEFT AND GO WEST ALONG U.S. GE1185'HIGHWAY 67 AND 62 FOR 5.73 KM (3.56 MI) TO A PAVED ROAD ON THE LEFT. GE1185'TURN LEFT AND GO SOUTH AND EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.75 GE1185'KM (0.47 MI) TO TAXIWAY AND THE AIRPORT OFFICE (HART AVIATION HANGER) GE1185'ON THE LEFT. TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.12 KM GE1185'(0.07 MI) TO A APRON AND THE STATION ON THE LEFT. GE1185'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL GE1185'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, 24.6 M GE1185'(80.7 FT) WEST FROM A TAXIWAY CENTERLINE, 13.5 M (44.3 FT) EAST FROM GE1185'THE APPROXIMATE CENTER OF THE TAXIWAY, 6.3 M (20.7 FT) NORTH OF THE GE1185'NORTH EDGE OF THE APRON. GE1185'DESCRIBED BY R.D.BALL. GE1185 GE1185 STATION RECOVERY (2002) GE1185 GE1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1185'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0150 *********************************************************************** GE0150 DESIGNATION - D 190 GE0150 PID - GE0150 GE0150 STATE/COUNTY- AR/CLAY GE0150 USGS QUAD - MC DOUGAL (1984) GE0150 GE0150 *CURRENT SURVEY CONTROL GE0150 ___________________________________________________________________ GE0150* NAD 83(1986)- 36 26 06. (N) 090 27 37. (W) SCALED GE0150* NAVD 88 - 89.212 (meters) 292.69 (feet) ADJUSTED GE0150 ___________________________________________________________________ GE0150 GEOID HEIGHT- -28.70 (meters) GEOID99 GE0150 DYNAMIC HT - 89.140 (meters) 292.45 (feet) COMP GE0150 MODELED GRAV- 979,824.3 (mgal) NAVD 88 GE0150 GE0150 VERT ORDER - FIRST CLASS II GE0150 GE0150.The horizontal coordinates were scaled from a topographic map and have GE0150.an estimated accuracy of +/- 6 seconds. GE0150 GE0150.The orthometric height was determined by differential leveling GE0150.and adjusted by the National Geodetic Survey in June 1991. GE0150 GE0150.The geoid height was determined by GEOID99. GE0150 GE0150.The dynamic height is computed by dividing the NAVD 88 GE0150.geopotential number by the normal gravity value computed on the GE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0150.degrees latitude (g = 980.6199 gals.). GE0150 GE0150.The modeled gravity was interpolated from observed gravity values. GE0150 GE0150; North East Units Estimated Accuracy GE0150;SPC AR N - 234,250. 538,060. MT (+/- 180 meters Scaled) GE0150 GE0150 SUPERSEDED SURVEY CONTROL GE0150 GE0150 NGVD 29 - 89.203 (m) 292.66 (f) ADJ UNCH 1 2 GE0150 GE0150.Superseded values are not recommended for survey control. GE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0150.See file dsdata.txt to determine how the superseded data were derived. GE0150 GE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA276351(NAD 83) GE0150_MARKER: DB = BENCH MARK DISK GE0150_SETTING: 30 = CURBING GE0150_STAMPING: D 190 1956 GE0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0150+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002 GE0150 GE0150 HISTORY - Date Condition Report By GE0150 HISTORY - 1956 MONUMENTED CGS GE0150 HISTORY - 20020916 GOOD USACE GE0150 GE0150 STATION DESCRIPTION GE0150 GE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0150'3.8 MI W FROM MC DOUGAL. GE0150'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN GE0150'AT MC DOUGAL, IN THE TOP OF WEST END OF NORTH CURBING OF CONCRETE GE0150'BRIDGE OVER DITCH NO. 19, 13 1/2 FEET NORTH OF CENTER LINE OF GE0150'HIGHWAY, 1/2 FOOT EAST OF WEST END OF CURBING AND 1/2 FOOT GE0150'NORTH OF SOUTH EDGE OF CURBING. GE0150 GE0150 STATION RECOVERY (2002) GE0150 GE0150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0150'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1027 *********************************************************************** GE1027 DESIGNATION - DATTO GE1027 PID - GE1027 GE1027 STATE/COUNTY- AR/CLAY GE1027 USGS QUAD - DATTO (1964) GE1027 GE1027 *CURRENT SURVEY CONTROL GE1027 ___________________________________________________________________ GE1027* NAD 83(1997)- 36 24 20.15166(N) 090 43 18.81489(W) ADJUSTED GE1027* NAVD 88 - 90. (meters) 295. (feet) SCALED GE1027 ___________________________________________________________________ GE1027 LAPLACE CORR- -0.04 (seconds) DEFLEC99 GE1027 GEOID HEIGHT- -28.61 (meters) GEOID99 GE1027 GE1027 HORZ ORDER - SECOND GE1027 GE1027.The horizontal coordinates were established by classical geodetic methods GE1027.and adjusted by the National Geodetic Survey in September 1999. GE1027 GE1027.The orthometric height was scaled from a topographic map. GE1027 GE1027.The Laplace correction was computed from DEFLEC99 derived deflections. GE1027 GE1027.The geoid height was determined by GEOID99. GE1027 GE1027; North East Units Scale Converg. GE1027;SPC AR N - 230,655.754 514,647.059 MT 1.00003860 +0 44 37.4 GE1027;SPC MO E - 63,517.790 230,097.567 MT 0.99993821 -0 07 54.1 GE1027;UTM 15 - 4,031,347.699 704,279.898 MT 1.00011417 +1 21 09.1 GE1027 GE1027: Primary Azimuth Mark Grid Az GE1027:SPC AR N - DATTO AZ MK 276 57 27.5 GE1027:SPC MO E - DATTO AZ MK 277 49 59.0 GE1027:UTM 15 - DATTO AZ MK 276 20 55.8 GE1027 GE1027|---------------------------------------------------------------------| GE1027| PID Reference Object Distance Geod. Az | GE1027| dddmmss.s | GE1027| GE1017 CORNING GRAIN DRIER APPROX.13.4 KM 0841845.2 | GE1027| GE1019 CORNING MUNICIPAL TANK APPROX.12.9 KM 0870453.3 | GE1027| CI4214 DATTO RM 2 9.583 METERS 18751 | GE1027| GE0272 Q 25 104.742 METERS 19744 | GE1027| CI4212 DATTO AZ MK 2774204.9 | GE1027| CI4213 DATTO RM 1 29.269 METERS 34908 | GE1027|---------------------------------------------------------------------| GE1027 GE1027 SUPERSEDED SURVEY CONTROL GE1027 GE1027 NAD 83(1986)- 36 24 20.15842(N) 090 43 18.81489(W) AD( ) 2 GE1027 NAD 27 - 36 24 19.93620(N) 090 43 18.39950(W) AD( ) 2 GE1027 GE1027.Superseded values are not recommended for survey control. GE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1027.See file dsdata.txt to determine how the superseded data were derived. GE1027 GE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0428031348(NAD 83) GE1027_MARKER: DS = TRIANGULATION STATION DISK GE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE1027+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE1027 GE1027 HISTORY - Date Condition Report By GE1027 HISTORY - 1955 MONUMENTED CGS GE1027 HISTORY - 20020917 GOOD USACE GE1027 GE1027 STATION DESCRIPTION GE1027 GE1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1027'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CORNING, 7-1/4 GE1027'MILES NORTHEAST OF BIGGERS, 0.45 MILE EAST OF U.S. HIGHWAY 62 GE1027'AND 67, 65.5 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK, GE1027'19.5 FEET EAST OF A WIRE FENCE AND 19 FEET EAST OF A WHITE GE1027'4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY R.T. KEELING. GE1027' GE1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND GE1027'67 IN CORNING, GO SOUTH AND WEST ON U.S. HIGHWAY 62 AND 67 GE1027'FOR 9.2 MILES TO WHERE THE HIGHWAY TURNS FROM WEST TO SOUTH, TURN GE1027'SOUTH WITH THE HIGHWAY AND GO FOR 0.45 MILE TO THE AZIMUTH MARK ON GE1027'THE LEFT, CONTINUE SOUTHERLY FOR 0.1 MILE TO A SIDE ROAD ON GE1027'THE LEFT, TURN LEFT (EAST) AND FOLLOW A DIRT FOR 0.45 MILE GE1027'TO A RAILROAD TRACK AND BENCH MARK Q 25 ON THE RIGHT AS GE1027'DESCRIBED BELOW, CROSS TRACK AND TURN LEFT (NORTH) BETWEEN THE GE1027'RAILROAD TRACK AND A WIRE FENCE FOR 0.05 MILE TO THE TOP GE1027'OF A SMALL KNOLL AND THE STATION AS DESCRIBED. GE1027' GE1027'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND GE1027'AND THE DISK IS STAMPED DATTO 1955. GE1027' GE1027'REFERENCE MARK 1 IS 46 FEET EAST OF THE EAST RAIL OF THE TRACK GE1027'AND 6 INCHES EAST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, GE1027'AND THE DISK IS STAMPED DATTO NO 1 1955. GE1027' GE1027'REFERENCE MARK 2 IS 46 FEET EAST OF THE EAST RAIL OF THE GE1027'TRACK AND 1 FOOT EAST OF THE WIRE FENCE. THE MARK PROJECTS 6 GE1027'INCHES, AND THE DISK IS STAMPED DATTO NO 2 1955. GE1027' GE1027'THE AZIMUTH MARK IS 102 FEET SOUTH OF A POWERLINE POLE, 38 GE1027'FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A FENCE GE1027'LINE AND 1 FOOT NORTH OF A WHITE 4 IN X 4 IN WITNESS POST. GE1027'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED DATTO 1955. GE1027' GE1027'A TRAVERSE MEASUREMENT WAS MADE TO BENCH MARK Q 25. THE MARK GE1027'IS 30.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 20 GE1027'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 18 FEET GE1027'SOUTHEAST OF A FENCE CORNER. THE MARK IS A STANDARD USC AND GS GE1027'BENCH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST GE1027'THAT PROJECTS 5 INCHES, AND THE DISK IS STAMPED Q 25 1932. GE1027' GE1027'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE1027 GE1027 STATION RECOVERY (2002) GE1027 GE1027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1027'RR IS ABANDONED. MARK REMAINS ON SMALL KNOLL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0151 *********************************************************************** GE0151 DESIGNATION - E 190 GE0151 PID - GE0151 GE0151 STATE/COUNTY- AR/CLAY GE0151 USGS QUAD - MC DOUGAL (1984) GE0151 GE0151 *CURRENT SURVEY CONTROL GE0151 ___________________________________________________________________ GE0151* NAD 83(1986)- 36 25 46. (N) 090 28 25. (W) SCALED GE0151* NAVD 88 - 87.609 (meters) 287.43 (feet) ADJUSTED GE0151 ___________________________________________________________________ GE0151 GEOID HEIGHT- -28.69 (meters) GEOID99 GE0151 DYNAMIC HT - 87.539 (meters) 287.20 (feet) COMP GE0151 MODELED GRAV- 979,824.9 (mgal) NAVD 88 GE0151 GE0151 VERT ORDER - FIRST CLASS II GE0151 GE0151.The horizontal coordinates were scaled from a topographic map and have GE0151.an estimated accuracy of +/- 6 seconds. GE0151 GE0151.The orthometric height was determined by differential leveling GE0151.and adjusted by the National Geodetic Survey in June 1991. GE0151 GE0151.The geoid height was determined by GEOID99. GE0151 GE0151.The dynamic height is computed by dividing the NAVD 88 GE0151.geopotential number by the normal gravity value computed on the GE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0151.degrees latitude (g = 980.6199 gals.). GE0151 GE0151.The modeled gravity was interpolated from observed gravity values. GE0151 GE0151; North East Units Estimated Accuracy GE0151;SPC AR N - 233,620. 536,880. MT (+/- 180 meters Scaled) GE0151 GE0151 SUPERSEDED SURVEY CONTROL GE0151 GE0151 NGVD 29 - 87.600 (m) 287.40 (f) ADJ UNCH 1 2 GE0151 GE0151.Superseded values are not recommended for survey control. GE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0151.See file dsdata.txt to determine how the superseded data were derived. GE0151 GE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA264345(NAD 83) GE0151_MARKER: DB = BENCH MARK DISK GE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0151_STAMPING: E 190 1956 GE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0151+STABILITY: SURFACE MOTION GE0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0151+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002 GE0151 GE0151 HISTORY - Date Condition Report By GE0151 HISTORY - 1956 MONUMENTED CGS GE0151 HISTORY - 20020916 GOOD USACE GE0151 GE0151 STATION DESCRIPTION GE0151 GE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0151'4.8 MI W FROM MC DOUGAL. GE0151'ABOUT 4.75 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN GE0151'AT MC DOUGAL, ABOUT 75 YARDS SOUTH OF A CURVE IN THE HIGHWAY WITH GE0151'TANGENTS EXTENDING SOUTH AND NORTHEAST, 68 FEET WEST OF CENTER GE0151'LINE OF HIGHWAY, 73 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF GE0151'HIGHWAY AND A GRADED ROAD EAST, 156 FEET EAST OF SOUTHEAST GE0151'CORNER OF AN UNPAINTED SHACK, 26 FEET SOUTH OF CENTER LINE OF GE0151'DRIVE TO SHACK, 13 FEET NORTHWEST OF A HIGHWAY R/W POST, ABOUT GE0151'3 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A GE0151'CONCRETE POST PROJECTING 4 INCHES. GE0151 GE0151 STATION RECOVERY (2002) GE0151 GE0151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0223 *********************************************************************** GE0223 DESIGNATION - J 190 GE0223 PID - GE0223 GE0223 STATE/COUNTY- AR/CLAY GE0223 USGS QUAD - KNOBEL (1993) GE0223 GE0223 *CURRENT SURVEY CONTROL GE0223 ___________________________________________________________________ GE0223* NAD 83(1986)- 36 18 11. (N) 090 35 46. (W) SCALED GE0223* NAVD 88 - 85.516 (meters) 280.56 (feet) ADJUSTED GE0223 ___________________________________________________________________ GE0223 GEOID HEIGHT- -28.43 (meters) GEOID99 GE0223 DYNAMIC HT - 85.447 (meters) 280.34 (feet) COMP GE0223 MODELED GRAV- 979,823.5 (mgal) NAVD 88 GE0223 GE0223 VERT ORDER - FIRST CLASS II GE0223 GE0223.The horizontal coordinates were scaled from a topographic map and have GE0223.an estimated accuracy of +/- 6 seconds. GE0223 GE0223.The orthometric height was determined by differential leveling GE0223.and adjusted by the National Geodetic Survey in June 1991. GE0223 GE0223.The geoid height was determined by GEOID99. GE0223 GE0223.The dynamic height is computed by dividing the NAVD 88 GE0223.geopotential number by the normal gravity value computed on the GE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0223.degrees latitude (g = 980.6199 gals.). GE0223 GE0223.The modeled gravity was interpolated from observed gravity values. GE0223 GE0223; North East Units Estimated Accuracy GE0223;SPC AR N - 219,430. 526,090. MT (+/- 180 meters Scaled) GE0223 GE0223 SUPERSEDED SURVEY CONTROL GE0223 GE0223 NGVD 29 - 85.508 (m) 280.54 (f) ADJ UNCH 1 2 GE0223 GE0223.Superseded values are not recommended for survey control. GE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0223.See file dsdata.txt to determine how the superseded data were derived. GE0223 GE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158202(NAD 83) GE0223_MARKER: DB = BENCH MARK DISK GE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0223_STAMPING: J 190 1956 GE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0223+STABILITY: SURFACE MOTION GE0223 GE0223 HISTORY - Date Condition Report By GE0223 HISTORY - 1956 MONUMENTED CGS GE0223 HISTORY - 20020917 MARK NOT FOUND USACE GE0223 GE0223 STATION DESCRIPTION GE0223 GE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0223'1.2 MI SE FROM KNOBEL. GE0223'1.25 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0223'STATION AT KNOBEL, ABOUT 0.1 MILE NORTHWEST OF MILE POLE 200, 45 GE0223'FEET NORTHEAST OF NORTHEAST RAIL ON TOP OF TRESTLE NO. 199.9, GE0223'37 1/2 FEET NORTH-NORTHEAST OF EAST CORNER OF TRESTLE NO. 199.9, GE0223'25 FEET SOUTHWEST OF CENTER LINE OF ROAD AT A POINT WHERE THE GE0223'ROAD PARALLELS THE TRACK TO THE SOUTHEAST AND TURNS GE0223'NORTH-NORTHEAST AWAY FROM TRACK, 2 1/2 FEET WEST OF A FENCE GE0223'CORNER, 2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A GE0223'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK GE0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GE0223 GE0223 STATION RECOVERY (2002) GE0223 GE0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0223'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0221 *********************************************************************** GE0221 DESIGNATION - K 190 GE0221 PID - GE0221 GE0221 STATE/COUNTY- AR/CLAY GE0221 USGS QUAD - KNOBEL (1993) GE0221 GE0221 *CURRENT SURVEY CONTROL GE0221 ___________________________________________________________________ GE0221* NAD 83(1986)- 36 17 31. (N) 090 35 16. (W) SCALED GE0221* NAVD 88 - 85.417 (meters) 280.24 (feet) ADJUSTED GE0221 ___________________________________________________________________ GE0221 GEOID HEIGHT- -28.41 (meters) GEOID99 GE0221 DYNAMIC HT - 85.348 (meters) 280.01 (feet) COMP GE0221 MODELED GRAV- 979,822.1 (mgal) NAVD 88 GE0221 GE0221 VERT ORDER - FIRST CLASS II GE0221 GE0221.The horizontal coordinates were scaled from a topographic map and have GE0221.an estimated accuracy of +/- 6 seconds. GE0221 GE0221.The orthometric height was determined by differential leveling GE0221.and adjusted by the National Geodetic Survey in June 1991. GE0221 GE0221.The geoid height was determined by GEOID99. GE0221 GE0221.The dynamic height is computed by dividing the NAVD 88 GE0221.geopotential number by the normal gravity value computed on the GE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0221.degrees latitude (g = 980.6199 gals.). GE0221 GE0221.The modeled gravity was interpolated from observed gravity values. GE0221 GE0221; North East Units Estimated Accuracy GE0221;SPC AR N - 218,210. 526,860. MT (+/- 180 meters Scaled) GE0221 GE0221 SUPERSEDED SURVEY CONTROL GE0221 GE0221 NGVD 29 - 85.409 (m) 280.21 (f) ADJ UNCH 1 2 GE0221 GE0221.Superseded values are not recommended for survey control. GE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0221.See file dsdata.txt to determine how the superseded data were derived. GE0221 GE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA166190(NAD 83) GE0221_MARKER: DB = BENCH MARK DISK GE0221_SETTING: 36 = ABUTMENT GE0221_STAMPING: K 190 1956 GE0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0221+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE0221 GE0221 HISTORY - Date Condition Report By GE0221 HISTORY - 1956 MONUMENTED CGS GE0221 HISTORY - 20020917 GOOD USACE GE0221 GE0221 STATION DESCRIPTION GE0221 GE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0221'2.2 MI SE FROM KNOBEL. GE0221'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0221'STATION AT KNOBEL, ABOUT 2 TELEPHONE POLES SOUTHEAST OF A ROAD GE0221'CROSSING, ABOUT 4 1/4 TELEPHONE POLES NORTHWEST OF MILE POST 201, GE0221'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GE0221'ABUTMENT OF RAILROAD BRIDGE NO. 200.8, 7 1/2 FEET SOUTHWEST OF GE0221'SOUTHWEST RAIL, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF ABUTMENT GE0221'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK. GE0221 GE0221 STATION RECOVERY (2002) GE0221 GE0221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0221'RR IS ABANDONED. ACCESS IS DIFFICULT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0227 *********************************************************************** GE0227 DESIGNATION - KNOBEL GE0227 PID - GE0227 GE0227 STATE/COUNTY- AR/CLAY GE0227 USGS QUAD - KNOBEL (1993) GE0227 GE0227 *CURRENT SURVEY CONTROL GE0227 ___________________________________________________________________ GE0227* NAD 83(1997)- 36 19 25.35786(N) 090 35 49.75439(W) ADJUSTED GE0227* NAVD 88 - 85.538 (meters) 280.64 (feet) ADJUSTED GE0227 ___________________________________________________________________ GE0227 LAPLACE CORR- -0.16 (seconds) DEFLEC99 GE0227 GEOID HEIGHT- -28.45 (meters) GEOID99 GE0227 DYNAMIC HT - 85.469 (meters) 280.41 (feet) COMP GE0227 MODELED GRAV- 979,825.9 (mgal) NAVD 88 GE0227 GE0227 HORZ ORDER - SECOND GE0227 VERT ORDER - FIRST CLASS II GE0227 GE0227.The horizontal coordinates were established by classical geodetic methods GE0227.and adjusted by the National Geodetic Survey in September 1999. GE0227 GE0227.The orthometric height was determined by differential leveling GE0227.and adjusted by the National Geodetic Survey in June 1991. GE0227 GE0227.The Laplace correction was computed from DEFLEC99 derived deflections. GE0227 GE0227.The geoid height was determined by GEOID99. GE0227 GE0227.The dynamic height is computed by dividing the NAVD 88 GE0227.geopotential number by the normal gravity value computed on the GE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0227.degrees latitude (g = 980.6199 gals.). GE0227 GE0227.The modeled gravity was interpolated from observed gravity values. GE0227 GE0227; North East Units Scale Converg. GE0227;SPC AR N - 221,722.072 525,964.972 MT 1.00001912 +0 48 58.7 GE0227;UTM 15 - 4,022,533.645 715,693.311 MT 1.00017325 +1 25 25.9 GE0227 GE0227: Primary Azimuth Mark Grid Az GE0227:SPC AR N - KNOBEL AZ MK 087 53 43.4 GE0227:UTM 15 - KNOBEL AZ MK 087 17 16.2 GE0227 GE0227|---------------------------------------------------------------------| GE0227| PID Reference Object Distance Geod. Az | GE0227| dddmmss.s | GE0227| GE1019 CORNING MUNICIPAL TANK APPROX. 9.9 KM 0094645.9 | GE0227| GE0230 KNOBEL AZ MK 0884242.1 | GE0227| GE0228 KNOBEL RM 1 25.888 METERS 23259 | GE0227| GE0229 KNOBEL RM 2 23.449 METERS 29245 | GE0227|---------------------------------------------------------------------| GE0227 GE0227 SUPERSEDED SURVEY CONTROL GE0227 GE0227 NAD 83(1986)- 36 19 25.36540(N) 090 35 49.75471(W) AD( ) 2 GE0227 NAD 27 - 36 19 25.13850(N) 090 35 49.35810(W) AD( ) 2 GE0227 NGVD 29 - 85.529 (m) 280.61 (f) ADJ UNCH 1 2 GE0227 GE0227.Superseded values are not recommended for survey control. GE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0227.See file dsdata.txt to determine how the superseded data were derived. GE0227 GE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1569322534(NAD 83) GE0227_MARKER: DS = TRIANGULATION STATION DISK GE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0227_STAMPING: KNOBEL 1955 GE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0227+STABILITY: SURFACE MOTION GE0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0227+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE0227 GE0227 HISTORY - Date Condition Report By GE0227 HISTORY - 1955 MONUMENTED CGS GE0227 HISTORY - 1956 GOOD NGS GE0227 HISTORY - 20020917 GOOD USACE GE0227 GE0227 STATION DESCRIPTION GE0227 GE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE0227'THE STATION IS LOCATED IN THE NORTHEAST PART OF KNOBEL, 119 GE0227'FEET NORTH OF A 36 INCH OAK TREE, 101.6 FEET NORTHWEST OF THE GE0227'NORTHWEST CORNER OF A BRICK HOUSE, 49 FEET SOUTH OF THE CENTER GE0227'OF STATE HIGHWAY 90 AND 35 FEET WEST OF THE CENTER OF A GRAVELED GE0227'STREET. GE0227' GE0227'TO REACH THE STATION FROM THE POST OFFICE IN KNOBEL, GO NORTH GE0227'AND EAST ON STATE HIGHWAY 90 FOR 0.35 MILE TO THE STATION ON GE0227'THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO GE0227'THE AZIMUTH MARK ON THE LEFT. GE0227' GE0227'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS GE0227'STAMPED KNOBEL 1955. GE0227' GE0227'REFERENCE MARK 1 IS 63 FEET NORTHWEST OF THE CENTER OF THE GE0227'GRAVELED STREET AND 46 FEET NORTH OF THE 36 INCH OAK TREE. GE0227'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GE0227'KNOBEL NO 1 1955. GE0227' GE0227'REFERENCE MARK 2 IS 76 FEET SOUTHEAST OF A TRANSFORMER POLE GE0227'AND 25 FEET SOUTH OF THE CENTER OF THE HIGHWAY. THE MARK IS GE0227'FLUSH WITH THE GROUND AND THE DISK IS STAMPED KNOBEL NO 2 GE0227'1955. GE0227' GE0227'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE HIGHWAY, GE0227'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 3 FEET GE0227'SOUTHEAST OF A GATEPOST. THE MARK PROJECTS 6 INCHES AND THE GE0227'DISK IS STAMPED KNOBEL 1955. GE0227' GE0227'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE0227 GE0227 STATION RECOVERY (1956) GE0227 GE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 GE0227'AT KNOBEL. GE0227'AT KNOBEL, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM GE0227'THE MISSOURI PACIFIC RAILROAD STATION, IN THE EAST CORNER OF A GE0227'SMALL CULTIVATED PLOT, AT THE JUNCTION OF A STREET LEADING GE0227'SOUTHWEST, 47 FEET SOUTH OF CENTER LINE OF HIGHWAY, 38 FEET GE0227'NORTHWEST OF CENTER LINE OF STREET SOUTHWEST, 101 1/2 FEET GE0227'NORTH-NORTHWEST AND ACROSS STREET SOUTHWEST FROM A STONE HOUSE GE0227'WITH BRICK FRONT, 121 FEET NORTH-NORTHEAST OF A 50-INCH OAK TREE, GE0227'83.95 FEET NORTHEAST OF RM NO. 1, 76.96 FEET EAST-SOUTHEAST OF RM NO. GE0227'2, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A GE0227'CONCRETE POST ABOUT FLUSH WITH GROUND. GE0227 GE0227 STATION RECOVERY (2002) GE0227 GE0227'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0227'THE STATION IS FLUSH WITH GROUND, BUT COVERED BY PINE NEEDLES. GE0227'LOCATED BETWEEN ROWS OF PINE TREES. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0220 *********************************************************************** GE0220 DESIGNATION - L 190 GE0220 PID - GE0220 GE0220 STATE/COUNTY- AR/CLAY GE0220 USGS QUAD - KNOBEL (1993) GE0220 GE0220 *CURRENT SURVEY CONTROL GE0220 ___________________________________________________________________ GE0220* NAD 83(1986)- 36 16 45. (N) 090 34 43. (W) SCALED GE0220* NAVD 88 - 86.153 (meters) 282.65 (feet) ADJUSTED GE0220 ___________________________________________________________________ GE0220 GEOID HEIGHT- -28.40 (meters) GEOID99 GE0220 DYNAMIC HT - 86.084 (meters) 282.43 (feet) COMP GE0220 MODELED GRAV- 979,820.3 (mgal) NAVD 88 GE0220 GE0220 VERT ORDER - FIRST CLASS II GE0220 GE0220.The horizontal coordinates were scaled from a topographic map and have GE0220.an estimated accuracy of +/- 6 seconds. GE0220 GE0220.The orthometric height was determined by differential leveling GE0220.and adjusted by the National Geodetic Survey in June 1991. GE0220 GE0220.The geoid height was determined by GEOID99. GE0220 GE0220.The dynamic height is computed by dividing the NAVD 88 GE0220.geopotential number by the normal gravity value computed on the GE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0220.degrees latitude (g = 980.6199 gals.). GE0220 GE0220.The modeled gravity was interpolated from observed gravity values. GE0220 GE0220; North East Units Estimated Accuracy GE0220;SPC AR N - 216,800. 527,700. MT (+/- 180 meters Scaled) GE0220 GE0220 SUPERSEDED SURVEY CONTROL GE0220 GE0220 NGVD 29 - 86.146 (m) 282.63 (f) ADJ UNCH 1 2 GE0220 GE0220.Superseded values are not recommended for survey control. GE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0220.See file dsdata.txt to determine how the superseded data were derived. GE0220 GE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA174176(NAD 83) GE0220_MARKER: DB = BENCH MARK DISK GE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0220_STAMPING: L 190 1956 GE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0220+STABILITY: SURFACE MOTION GE0220 GE0220 HISTORY - Date Condition Report By GE0220 HISTORY - 1956 MONUMENTED CGS GE0220 HISTORY - 20020917 MARK NOT FOUND USACE GE0220 GE0220 STATION DESCRIPTION GE0220 GE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0220'3.2 MI SE FROM KNOBEL. GE0220'3.2 MILES SOUTHEAST ALONG THE MISSOURI PAICIFC RAILROAD FROM THE GE0220'STATION AT KNOBEL, ABOUT 1.25 MILES NORTHWEST OF THE GREENE CLAY GE0220'COUNTY LINE, ABOUT 6 TELEPHONE POLES SOUTHEAST OF CROSSING OF A GE0220'PRIVATE ROAD LEADING TO A HOUSE ON SOUTHWEST SIDE OF TRACK, GE0220'ABOUT 4 1/4 POLES NORTHWEST OF MILE POLE 202, 46 1/2 FEET GE0220'NORTHEAST OF NORTHEAST RAIL, 38 FEET SOUTH-SOUTHWEST OF A 30-INCH GE0220'WHITE OAK TREE, 42 FEET NORTHWEST OF TELEPHONE POLE NO. 201/26, GE0220'1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHWEST OF A GE0220'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND GE0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GE0220 GE0220 STATION RECOVERY (2002) GE0220 GE0220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0220'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0234 *********************************************************************** GE0234 DESIGNATION - N 190 GE0234 PID - GE0234 GE0234 STATE/COUNTY- AR/CLAY GE0234 USGS QUAD - KNOBEL (1993) GE0234 GE0234 *CURRENT SURVEY CONTROL GE0234 ___________________________________________________________________ GE0234* NAD 83(1986)- 36 20 04. (N) 090 35 25. (W) SCALED GE0234* NAVD 88 - 86.011 (meters) 282.19 (feet) ADJUSTED GE0234 ___________________________________________________________________ GE0234 GEOID HEIGHT- -28.47 (meters) GEOID99 GE0234 DYNAMIC HT - 85.942 (meters) 281.96 (feet) COMP GE0234 MODELED GRAV- 979,826.8 (mgal) NAVD 88 GE0234 GE0234 VERT ORDER - FIRST CLASS II GE0234 GE0234.The horizontal coordinates were scaled from a topographic map and have GE0234.an estimated accuracy of +/- 6 seconds. GE0234 GE0234.The orthometric height was determined by differential leveling GE0234.and adjusted by the National Geodetic Survey in June 1991. GE0234 GE0234.The geoid height was determined by GEOID99. GE0234 GE0234.The dynamic height is computed by dividing the NAVD 88 GE0234.geopotential number by the normal gravity value computed on the GE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0234.degrees latitude (g = 980.6199 gals.). GE0234 GE0234.The modeled gravity was interpolated from observed gravity values. GE0234 GE0234; North East Units Estimated Accuracy GE0234;SPC AR N - 222,920. 526,570. MT (+/- 180 meters Scaled) GE0234 GE0234 SUPERSEDED SURVEY CONTROL GE0234 GE0234 NGVD 29 - 86.002 (m) 282.16 (f) ADJ UNCH 1 2 GE0234 GE0234.Superseded values are not recommended for survey control. GE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0234.See file dsdata.txt to determine how the superseded data were derived. GE0234 GE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162237(NAD 83) GE0234_MARKER: DB = BENCH MARK DISK GE0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GE0234_STAMPING: N 190 1956 GE0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0234 GE0234 HISTORY - Date Condition Report By GE0234 HISTORY - 1956 MONUMENTED CGS GE0234 HISTORY - 20020917 POOR USACE GE0234 GE0234 STATION DESCRIPTION GE0234 GE0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0234'1.4 MI N FROM KNOBEL. GE0234'1.35 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0234'STATION AT KNOBEL, ABOUT 12 TELEPHONE POLES SOUTH OF MILE POST GE0234'197, AT A ROAD CROSSING, 44 1/2 FEET WEST OF WEST RAIL, 58 FEET GE0234'NORTHWEST OF CENTER OF CROSSING, 47 FEET NORTH OF CENTER LINE OF GE0234'ROAD, 13 FEET EAST OF TELEPHONE POLE NO. 8357, 1 FOOT EAST OF A GE0234'FENCE LINE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, GE0234'ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A GE0234'COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY GE0234'A 4-INCH TILE WHICH PROJECTS 3 INCHES. THE ROD IS DRIVEN TO A GE0234'DEPTH OF 48-FEET. GE0234 GE0234 STATION RECOVERY (2002) GE0234 GE0234'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0234'THE STATION HAS BEEN HIT, ROD BENT OVER AND DISK MISSING. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0270 *********************************************************************** GE0270 DESIGNATION - N 25 GE0270 PID - GE0270 GE0270 STATE/COUNTY- AR/CLAY GE0270 USGS QUAD - DATTO (1964) GE0270 GE0270 *CURRENT SURVEY CONTROL GE0270 ___________________________________________________________________ GE0270* NAD 83(1986)- 36 27 47. (N) 090 43 15. (W) SCALED GE0270* NAVD 88 - 87.983 (meters) 288.66 (feet) ADJUSTED GE0270 ___________________________________________________________________ GE0270 GEOID HEIGHT- -28.78 (meters) GEOID99 GE0270 DYNAMIC HT - 87.912 (meters) 288.42 (feet) COMP GE0270 MODELED GRAV- 979,825.7 (mgal) NAVD 88 GE0270 GE0270 VERT ORDER - FIRST CLASS II GE0270 GE0270.The horizontal coordinates were scaled from a topographic map and have GE0270.an estimated accuracy of +/- 6 seconds. GE0270 GE0270.The orthometric height was determined by differential leveling GE0270.and adjusted by the National Geodetic Survey in June 1991. GE0270 GE0270.The geoid height was determined by GEOID99. GE0270 GE0270.The dynamic height is computed by dividing the NAVD 88 GE0270.geopotential number by the normal gravity value computed on the GE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0270.degrees latitude (g = 980.6199 gals.). GE0270 GE0270.The modeled gravity was interpolated from observed gravity values. GE0270 GE0270; North East Units Estimated Accuracy GE0270;SPC AR N - 237,030. 514,660. MT (+/- 180 meters Scaled) GE0270 GE0270 SUPERSEDED SURVEY CONTROL GE0270 GE0270 NGVD 29 - 87.951 (m) 288.55 (f) ADJ UNCH 1 2 GE0270 GE0270.Superseded values are not recommended for survey control. GE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0270.See file dsdata.txt to determine how the superseded data were derived. GE0270 GE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA042377(NAD 83) GE0270_MARKER: DB = BENCH MARK DISK GE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0270_STAMPING: 288.562 N 25 1932 GE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0270+STABILITY: SURFACE MOTION GE0270 GE0270 HISTORY - Date Condition Report By GE0270 HISTORY - 1932 MONUMENTED CGS GE0270 HISTORY - 1934 GOOD NGS GE0270 HISTORY - 20020917 MARK NOT FOUND USACE GE0270 GE0270 STATION DESCRIPTION GE0270 GE0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0270'0.5 MI N FROM SUCCESS. GE0270'1/2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM GE0270'THE STATION AT SUCCESS, CLAY COUNTY, 1 1/2 POLES SOUTH OF GE0270'MILEPOST 223, 60 FEET SOUTHWEST OF A ROAD CROSSING, AND 48 FEET GE0270'WEST OF THE TRACK. A STANDARD DISK, STAMPED 288.562 N 25 1932 GE0270'AND SET IN THE TOP OF A CONCRETE POST. GE0270 GE0270 STATION RECOVERY (2002) GE0270 GE0270'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0270'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0240 *********************************************************************** GE0240 DESIGNATION - N 7 15 GE0240 PID - GE0240 GE0240 STATE/COUNTY- AR/CLAY GE0240 USGS QUAD - KNOBEL (1993) GE0240 GE0240 *CURRENT SURVEY CONTROL GE0240 ___________________________________________________________________ GE0240* NAD 83(1986)- 36 22 05. (N) 090 35 20. (W) SCALED GE0240* NAVD 88 - 88.657 (meters) 290.87 (feet) ADJUSTED GE0240 ___________________________________________________________________ GE0240 GEOID HEIGHT- -28.54 (meters) GEOID99 GE0240 DYNAMIC HT - 88.586 (meters) 290.64 (feet) COMP GE0240 MODELED GRAV- 979,829.0 (mgal) NAVD 88 GE0240 GE0240 VERT ORDER - FIRST CLASS II GE0240 GE0240.The horizontal coordinates were scaled from a topographic map and have GE0240.an estimated accuracy of +/- 6 seconds. GE0240 GE0240.The orthometric height was determined by differential leveling GE0240.and adjusted by the National Geodetic Survey in June 1991. GE0240 GE0240.The geoid height was determined by GEOID99. GE0240 GE0240.The dynamic height is computed by dividing the NAVD 88 GE0240.geopotential number by the normal gravity value computed on the GE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0240.degrees latitude (g = 980.6199 gals.). GE0240 GE0240.The modeled gravity was interpolated from observed gravity values. GE0240 GE0240; North East Units Estimated Accuracy GE0240;SPC AR N - 226,650. 526,640. MT (+/- 180 meters Scaled) GE0240 GE0240 SUPERSEDED SURVEY CONTROL GE0240 GE0240 NGVD 29 - 88.648 (m) 290.84 (f) ADJ UNCH 1 2 GE0240 GE0240.Superseded values are not recommended for survey control. GE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0240.See file dsdata.txt to determine how the superseded data were derived. GE0240 GE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83) GE0240_MARKER: DD = SURVEY DISK GE0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0240_STAMPING: BM N-7-15 GE0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0240 GE0240 HISTORY - Date Condition Report By GE0240 HISTORY - UNK MONUMENTED DOD GE0240 HISTORY - 1956 GOOD NGS GE0240 HISTORY - 20020917 MARK NOT FOUND USACE GE0240 GE0240 STATION DESCRIPTION GE0240 GE0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0240'2.8 MI S FROM CORNING. GE0240'2.75 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0240'STATION AT CORNING, ABOUT 0.3 MILE NORTH OF RAILROAD BRIDGE GE0240'OVER BLACK RIVER, AT INTERSECTION OF TRACK AND A LEVEE, 13 FEET GE0240'EAST OF EAST RAIL, 25 FEET NORTHEAST OF CENTER OF INTERSECTION GE0240'OF TRACK AND LEVEE, 58 FEET SOUTHEAST AND ACROSS TRACK FROM GE0240'CONCRETE MILE POST 195, 20 FEET WEST OF A FENCE LINE, ABOUT GE0240'1 1/2 FEET BELOW LEVEL OF TRACK AND IS A U.S.E. DISK ON TOP OF A GE0240'4-INCH PIPE PROJECTING 8 INCHES. GE0240 GE0240 STATION RECOVERY (2002) GE0240 GE0240'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0240'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0236 *********************************************************************** GE0236 DESIGNATION - N 7 19 GE0236 PID - GE0236 GE0236 STATE/COUNTY- AR/CLAY GE0236 USGS QUAD - KNOBEL (1993) GE0236 GE0236 *CURRENT SURVEY CONTROL GE0236 ___________________________________________________________________ GE0236* NAD 83(1986)- 36 21 26. (N) 090 35 20. (W) SCALED GE0236* NAVD 88 - 88.618 (meters) 290.74 (feet) ADJUSTED GE0236 ___________________________________________________________________ GE0236 GEOID HEIGHT- -28.51 (meters) GEOID99 GE0236 DYNAMIC HT - 88.547 (meters) 290.51 (feet) COMP GE0236 MODELED GRAV- 979,828.5 (mgal) NAVD 88 GE0236 GE0236 VERT ORDER - FIRST CLASS II GE0236 GE0236.The horizontal coordinates were scaled from a topographic map and have GE0236.an estimated accuracy of +/- 6 seconds. GE0236 GE0236.The orthometric height was determined by differential leveling GE0236.and adjusted by the National Geodetic Survey in June 1991. GE0236 GE0236.The geoid height was determined by GEOID99. GE0236 GE0236.The dynamic height is computed by dividing the NAVD 88 GE0236.geopotential number by the normal gravity value computed on the GE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0236.degrees latitude (g = 980.6199 gals.). GE0236 GE0236.The modeled gravity was interpolated from observed gravity values. GE0236 GE0236; North East Units Estimated Accuracy GE0236;SPC AR N - 225,450. 526,650. MT (+/- 180 meters Scaled) GE0236 GE0236 SUPERSEDED SURVEY CONTROL GE0236 GE0236 NGVD 29 - 88.609 (m) 290.71 (f) ADJ UNCH 1 2 GE0236 GE0236.Superseded values are not recommended for survey control. GE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0236.See file dsdata.txt to determine how the superseded data were derived. GE0236 GE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163262(NAD 83) GE0236_MARKER: DD = SURVEY DISK GE0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0236_STAMPING: BM N-7-19 GE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0236 GE0236 HISTORY - Date Condition Report By GE0236 HISTORY - UNK MONUMENTED DOD GE0236 HISTORY - 1956 GOOD NGS GE0236 HISTORY - 20020917 MARK NOT FOUND USACE GE0236 GE0236 STATION DESCRIPTION GE0236 GE0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0236'2.9 MI N FROM KNOBEL. GE0236'2.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0236'STATION AT KNOBEL, ABOUT 3.5 MILES SOUTH OF STATION AT CORNING, GE0236'CLAY COUNTY, ABOUT 0.45 MILE SOUTH OF RAILROAD BRIDGE OVER BLACK GE0236'RIVER, ABOUT 0.1 MILE SOUTH OF SOUTH END OF A CONCRETE RAILROAD GE0236'TRESTLE, AT A POINT WHERE A LEVEE EXTENDS NORTHEAST AWAY FROM GE0236'TRACK, 19 FEET EAST OF EAST RAIL, 44 FEET NORTH OF TELEPHONE GE0236'POLE NO. 195/30, 5 FEET WEST OF A FENCE LINE, ABOUT 2 FEET GE0236'BELOW LEVEL OF TRACK AND IS A U.S.E. DISK ON A 4-INCH IRON PIPE GE0236'PROJECTING 8 INCHES. GE0236 GE0236 STATION RECOVERY (2002) GE0236 GE0236'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0236'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0231 *********************************************************************** GE0231 DESIGNATION - N 7 3 GE0231 PID - GE0231 GE0231 STATE/COUNTY- AR/CLAY GE0231 USGS QUAD - KNOBEL (1993) GE0231 GE0231 *CURRENT SURVEY CONTROL GE0231 ___________________________________________________________________ GE0231* NAD 83(1986)- 36 19 19. (N) 090 36 09. (W) SCALED GE0231* NAVD 88 - 85.409 (meters) 280.21 (feet) ADJUSTED GE0231 ___________________________________________________________________ GE0231 GEOID HEIGHT- -28.45 (meters) GEOID99 GE0231 DYNAMIC HT - 85.340 (meters) 279.99 (feet) COMP GE0231 MODELED GRAV- 979,825.7 (mgal) NAVD 88 GE0231 GE0231 VERT ORDER - FIRST CLASS II GE0231 GE0231.The horizontal coordinates were scaled from a topographic map and have GE0231.an estimated accuracy of +/- 6 seconds. GE0231 GE0231.The orthometric height was determined by differential leveling GE0231.and adjusted by the National Geodetic Survey in June 1991. GE0231 GE0231.The geoid height was determined by GEOID99. GE0231 GE0231.The dynamic height is computed by dividing the NAVD 88 GE0231.geopotential number by the normal gravity value computed on the GE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0231.degrees latitude (g = 980.6199 gals.). GE0231 GE0231.The modeled gravity was interpolated from observed gravity values. GE0231 GE0231; North East Units Estimated Accuracy GE0231;SPC AR N - 221,520. 525,490. MT (+/- 180 meters Scaled) GE0231 GE0231 SUPERSEDED SURVEY CONTROL GE0231 GE0231 NGVD 29 - 85.400 (m) 280.18 (f) ADJ UNCH 1 2 GE0231 GE0231.Superseded values are not recommended for survey control. GE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0231.See file dsdata.txt to determine how the superseded data were derived. GE0231 GE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA152223(NAD 83) GE0231_MARKER: DD = SURVEY DISK GE0231_SETTING: 30 = CONCRETE FILLED PIPE GE0231_STAMPING: N-7-3 GE0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0231 GE0231 HISTORY - Date Condition Report By GE0231 HISTORY - UNK MONUMENTED DOD GE0231 HISTORY - 1956 GOOD NGS GE0231 HISTORY - 20020917 MARK NOT FOUND USACE GE0231 GE0231 STATION DESCRIPTION GE0231 GE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0231'AT KNOBEL. GE0231'AT KNOBEL, ALONG THE MISSOURI PACIFIC RAILROAD, 409 FEET GE0231'NORTH-NORTHEAST AND ACROSS MAIN LINE TRACK FROM THE NORTH CORNER GE0231'OF STATION, 24 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN LINE GE0231'TRACK, 39 1/2 FEET WEST-SOUTHWEST OF WEST CORNER OF CONCRETE GE0231'BASE OF AN ABANDONED WATER COLUMN, 31 1/2 FEET SOUTH-SOUTHWEST GE0231'OF A TELEPHONE POLE, 22 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF A GE0231'SIDE TRACK PARALLEL TO MAIN LINE TRACK, ABOUT 4 FEET BELOW LEVEL GE0231'OF MAIN LINE TRACK AND SET IN THE TOP OF A CONCRETE FILLED STOVE GE0231'PIPE PROJECTING 2 INCHES. GE0231 GE0231 STATION RECOVERY (2002) GE0231 GE0231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0231'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0245 *********************************************************************** GE0245 DESIGNATION - N 7 4 GE0245 PID - GE0245 GE0245 STATE/COUNTY- AR/CLAY GE0245 USGS QUAD - CORNING (1964) GE0245 GE0245 *CURRENT SURVEY CONTROL GE0245 ___________________________________________________________________ GE0245* NAD 83(1986)- 36 24 28. (N) 090 34 47. (W) SCALED GE0245* NAVD 88 - 88.961 (meters) 291.87 (feet) ADJUSTED GE0245 ___________________________________________________________________ GE0245 GEOID HEIGHT- -28.64 (meters) GEOID99 GE0245 DYNAMIC HT - 88.889 (meters) 291.63 (feet) COMP GE0245 MODELED GRAV- 979,829.1 (mgal) NAVD 88 GE0245 GE0245 VERT ORDER - FIRST CLASS II GE0245 GE0245.The horizontal coordinates were scaled from a topographic map and have GE0245.an estimated accuracy of +/- 6 seconds. GE0245 GE0245.The orthometric height was determined by differential leveling GE0245.and adjusted by the National Geodetic Survey in June 1991. GE0245 GE0245.The geoid height was determined by GEOID99. GE0245 GE0245.The dynamic height is computed by dividing the NAVD 88 GE0245.geopotential number by the normal gravity value computed on the GE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0245.degrees latitude (g = 980.6199 gals.). GE0245 GE0245.The modeled gravity was interpolated from observed gravity values. GE0245 GE0245; North East Units Estimated Accuracy GE0245;SPC AR N - 231,070. 527,400. MT (+/- 180 meters Scaled) GE0245 GE0245 SUPERSEDED SURVEY CONTROL GE0245 GE0245 NGVD 29 - 88.950 (m) 291.83 (f) ADJ UNCH 1 2 GE0245 GE0245.Superseded values are not recommended for survey control. GE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0245.See file dsdata.txt to determine how the superseded data were derived. GE0245 GE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA170319(NAD 83) GE0245_MARKER: DD = SURVEY DISK GE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0245_STAMPING: N-7-4 GE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0245+STABILITY: SURFACE MOTION GE0245 GE0245 HISTORY - Date Condition Report By GE0245 HISTORY - UNK MONUMENTED DOD GE0245 HISTORY - 1956 GOOD NGS GE0245 HISTORY - 20020917 MARK NOT FOUND USACE GE0245 GE0245 STATION DESCRIPTION GE0245 GE0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0245'AT CORNING. GE0245'AT CORNING, ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC GE0245'RAILROAD FROM THE STATION, AT CROSSING OF U.S. HIGHWAY 62, 23 GE0245'FEET WEST OF WEST RAIL OF MAIN TRACK, 51 FEET EAST OF CENTER GE0245'LINE OF FIRST STREET, 43 FEET SOUTH OF CENTER LINE OF U.S. GE0245'HIGHWAY 62, 24 1/2 FEET SOUTH OF AUTOMATIC CROSSING WARNING GE0245'SIGNAL, 13 FEET SOUTH OF SOUTH EDGE OF A SIDE WALK, 1 1/2 FEET GE0245'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST GE0245'PROJECTING 1 INCH. GE0245 GE0245 STATION RECOVERY (2002) GE0245 GE0245'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0245'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0244 *********************************************************************** GE0244 DESIGNATION - P 190 GE0244 PID - GE0244 GE0244 STATE/COUNTY- AR/CLAY GE0244 USGS QUAD - CORNING (1964) GE0244 GE0244 *CURRENT SURVEY CONTROL GE0244 ___________________________________________________________________ GE0244* NAD 83(1986)- 36 24 02. (N) 090 35 06. (W) SCALED GE0244* NAVD 88 - 87.850 (meters) 288.22 (feet) ADJUSTED GE0244 ___________________________________________________________________ GE0244 GEOID HEIGHT- -28.62 (meters) GEOID99 GE0244 DYNAMIC HT - 87.779 (meters) 287.99 (feet) COMP GE0244 MODELED GRAV- 979,829.3 (mgal) NAVD 88 GE0244 GE0244 VERT ORDER - FIRST CLASS II GE0244 GE0244.The horizontal coordinates were scaled from a topographic map and have GE0244.an estimated accuracy of +/- 6 seconds. GE0244 GE0244.The orthometric height was determined by differential leveling GE0244.and adjusted by the National Geodetic Survey in June 1991. GE0244 GE0244.The geoid height was determined by GEOID99. GE0244 GE0244.The dynamic height is computed by dividing the NAVD 88 GE0244.geopotential number by the normal gravity value computed on the GE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0244.degrees latitude (g = 980.6199 gals.). GE0244 GE0244.The modeled gravity was interpolated from observed gravity values. GE0244 GE0244; North East Units Estimated Accuracy GE0244;SPC AR N - 230,260. 526,930. MT (+/- 180 meters Scaled) GE0244 GE0244 SUPERSEDED SURVEY CONTROL GE0244 GE0244 NGVD 29 - 87.840 (m) 288.19 (f) ADJ UNCH 1 2 GE0244 GE0244.Superseded values are not recommended for survey control. GE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0244.See file dsdata.txt to determine how the superseded data were derived. GE0244 GE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA165310(NAD 83) GE0244_MARKER: DB = BENCH MARK DISK GE0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GE0244_STAMPING: P 190 1956 GE0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0244 GE0244 HISTORY - Date Condition Report By GE0244 HISTORY - 1956 MONUMENTED CGS GE0244 HISTORY - 20020917 MARK NOT FOUND USACE GE0244 GE0244 STATION DESCRIPTION GE0244 GE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0244'0.4 MI S FROM CORNING. GE0244'0.45 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0244'STATION AT CORNING, 91 1/2 FEET WEST AND ACROSS WEST FIRST STREET GE0244'FROM THE WEST RAIL OF MAIN TRACK, AT THE JUNCTION OF WEST FIRST GE0244'STREET AND MYRTLE STREET LEADING WEST, 24 FEET WEST OF CENTER GE0244'LINE OF WEST FIRST STREET, 26 FEET SOUTH OF CENTER LINE OF MYRTLE GE0244'STREET, 55 FEET SOUTH-SOUTHWEST AND ACROSS MYRTLE STREET FROM A GE0244'FIRE HYDRANT, 68 FEET NORTHEAST OF NORTHEAST CORNER OF A FRAME GE0244'RESIDENCE OCCUPIED IN 1956 BY CHIEF OF POLICE OF CORNING, 5 FEET GE0244'SOUTH-SOUTHEAST OF A STREET LIGHT POLE, ABOUT 1/2 FOOT ABOVE GE0244'LEVEL OF STREET JUNCTION AND IS A DISK ON TOP OF A COPPER COATED GE0244'STEEL ROD ABOUT 6 INCHES UNDERGROUND AND PROTECTED BY A 4-INCH GE0244'TILE WHICH IS FLUSH WITH GROUND. THE ROD IS DRIVEN TO A DEPTH GE0244'OF 48-FEET IN GROUND. GE0244 GE0244 STATION RECOVERY (2002) GE0244 GE0244'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0244'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1025 *********************************************************************** GE1025 DESIGNATION - PEACH GE1025 PID - GE1025 GE1025 STATE/COUNTY- AR/CLAY GE1025 USGS QUAD - PEACH ORCHARD (1964) GE1025 GE1025 *CURRENT SURVEY CONTROL GE1025 ___________________________________________________________________ GE1025* NAD 83(1997)- 36 16 42.54989(N) 090 39 48.74221(W) ADJUSTED GE1025* NAVD 88 - 87. (meters) 285. (feet) SCALED GE1025 ___________________________________________________________________ GE1025 LAPLACE CORR- -0.34 (seconds) DEFLEC99 GE1025 GEOID HEIGHT- -28.39 (meters) GEOID99 GE1025 GE1025 HORZ ORDER - SECOND GE1025 GE1025.The horizontal coordinates were established by classical geodetic methods GE1025.and adjusted by the National Geodetic Survey in September 1999. GE1025 GE1025.The orthometric height was scaled from a topographic map. GE1025 GE1025.The Laplace correction was computed from DEFLEC99 derived deflections. GE1025 GE1025.The geoid height was determined by GEOID99. GE1025 GE1025; North East Units Scale Converg. GE1025;SPC AR N - 216,621.234 520,072.543 MT 1.00000924 +0 46 39.7 GE1025;UTM 15 - 4,017,369.985 709,854.361 MT 1.00014264 +1 22 58.8 GE1025 GE1025 SUPERSEDED SURVEY CONTROL GE1025 GE1025 NAD 83(1986)- 36 16 42.55869(N) 090 39 48.74233(W) AD( ) 2 GE1025 NAD 27 - 36 16 42.32540(N) 090 39 48.34370(W) AD( ) 2 GE1025 GE1025.Superseded values are not recommended for survey control. GE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1025.See file dsdata.txt to determine how the superseded data were derived. GE1025 GE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0985417370(NAD 83) GE1025_MARKER: P = PIPE CAP GE1025_SETTING: 0 = UNSPECIFIED SETTING GE1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE1025 GE1025 HISTORY - Date Condition Report By GE1025 HISTORY - 1955 MONUMENTED USE GE1025 HISTORY - 20020918 MARK NOT FOUND USACE GE1025 GE1025 STATION DESCRIPTION GE1025 GE1025'DESCRIBED BY US ENGINEERS 1955 (WFD) GE1025'THE STATION IS LOCATED IN THE VILLAGE OF PEACH ORCHARD. IT GE1025'IS 70 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS FORMED GE1025'BY A GRAVELED STREET AND STATE HIGHWAY 90, 32.6 FEET EAST GE1025'OF THE EAST RAIL OF THE RAILROAD TRACKS, 30 FEET WEST OF GE1025'THE CENTER OF THE HIGHWAY AND 13 FEET SOUTHEAST OF A TELEPHONE GE1025'POLE. THE MARK IS A BRONZE CAP OF THE UNITED STATES ENGINEER GE1025'DEPARTMENT FASTENED TO THE TOP OF A 4-INCH IRON PIPE THAT GE1025'PROJECTS 14 INCHES. THE CAP IS NOT STAMPED. GE1025' GE1025'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PEACH GE1025'AND THE DISTANCE WAS FOUND TO BE 198.18 FEET OR 60.405 METERS. GE1025 GE1025 STATION RECOVERY (2002) GE1025 GE1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1025'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0272 *********************************************************************** GE0272 DESIGNATION - Q 25 GE0272 PID - GE0272 GE0272 STATE/COUNTY- AR/CLAY GE0272 USGS QUAD - DATTO (1964) GE0272 GE0272 *CURRENT SURVEY CONTROL GE0272 ___________________________________________________________________ GE0272* NAD 83(1997)- 36 24 16.91512(N) 090 43 20.09557(W) ADJUSTED GE0272* NAVD 88 - 89.630 (meters) 294.06 (feet) ADJUSTED GE0272 ___________________________________________________________________ GE0272 LAPLACE CORR- -0.04 (seconds) DEFLEC99 GE0272 GEOID HEIGHT- -28.61 (meters) GEOID99 GE0272 DYNAMIC HT - 89.558 (meters) 293.82 (feet) COMP GE0272 MODELED GRAV- 979,829.9 (mgal) NAVD 88 GE0272 GE0272 HORZ ORDER - SECOND GE0272 VERT ORDER - FIRST CLASS II GE0272 GE0272.The horizontal coordinates were established by classical geodetic methods GE0272.and adjusted by the National Geodetic Survey in September 1999. GE0272 GE0272.The orthometric height was determined by differential leveling GE0272.and adjusted by the National Geodetic Survey in June 1991. GE0272 GE0272.The Laplace correction was computed from DEFLEC99 derived deflections. GE0272 GE0272.The geoid height was determined by GEOID99. GE0272 GE0272.The dynamic height is computed by dividing the NAVD 88 GE0272.geopotential number by the normal gravity value computed on the GE0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0272.degrees latitude (g = 980.6199 gals.). GE0272 GE0272.The modeled gravity was interpolated from observed gravity values. GE0272 GE0272; North East Units Scale Converg. GE0272;SPC AR N - 230,555.581 514,616.445 MT 1.00003837 +0 44 36.7 GE0272;SPC MO E - 63,418.106 230,065.429 MT 0.99993823 -0 07 54.8 GE0272;UTM 15 - 4,031,247.199 704,250.348 MT 1.00011402 +1 21 08.2 GE0272 GE0272 SUPERSEDED SURVEY CONTROL GE0272 GE0272 NAD 83(1986)- 36 24 16.92189(N) 090 43 20.09557(W) AD( ) 2 GE0272 NAD 27 - 36 24 16.69960(N) 090 43 19.68010(W) AD( ) 2 GE0272 NGVD 29 - 89.592 (m) 293.94 (f) ADJ UNCH 1 2 GE0272 GE0272.Superseded values are not recommended for survey control. GE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0272.See file dsdata.txt to determine how the superseded data were derived. GE0272 GE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0425031247(NAD 83) GE0272_MARKER: DB = BENCH MARK DISK GE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0272_STAMPING: 293.946 Q 25 1932 GE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0272+STABILITY: SURFACE MOTION GE0272 GE0272 HISTORY - Date Condition Report By GE0272 HISTORY - 1955 MONUMENTED CGS GE0272 HISTORY - 1934 GOOD NGS GE0272 HISTORY - 20020917 MARK NOT FOUND USACE GE0272 GE0272 STATION DESCRIPTION GE0272 GE0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE0272'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CORNING, 7-1/4 GE0272'MILES NORTHEAST OF BIGGERS, 0.45 MILE EAST OF U.S. HIGHWAY GE0272'62 AND 67, 30.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, GE0272'20 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 18 FEET GE0272'SOUTHEAST OF A FENCE CORNER. GE0272' GE0272'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION DATTO GE0272'DISTANCE BEING 343.64 FEET (104.742 METERS) NORTH-NORTHEAST GE0272'OF THE BENCH MARK. GE0272' GE0272'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP GE0272'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES, AND GE0272'THE DISK IS STAMPED Q 25 1932. GE0272 GE0272 STATION RECOVERY (1934) GE0272 GE0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934 GE0272'0.9 MI N FROM DATTO. GE0272'0.9 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM GE0272'THE STATION AT DATTO, CLAY COUNTY, 3 1/2 POLES SOUTH OF MILEPOST GE0272'227, AT A ROAD CROSSING, 29 FEET WEST OF THE TRACK, AND 15 FEET GE0272'SOUTH OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED GE0272'293.946 Q 25 1932 AND SET IN THE TOP OF A CONCRETE POST. GE0272 GE0272 STATION RECOVERY (2002) GE0272 GE0272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0272'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0265 *********************************************************************** GE0265 DESIGNATION - R 190 GE0265 PID - GE0265 GE0265 STATE/COUNTY- AR/CLAY GE0265 USGS QUAD - CORNING (1964) GE0265 GE0265 *CURRENT SURVEY CONTROL GE0265 ___________________________________________________________________ GE0265* NAD 83(1986)- 36 24 00. (N) 090 31 42. (W) SCALED GE0265* NAVD 88 - 86.726 (meters) 284.53 (feet) ADJUSTED GE0265 ___________________________________________________________________ GE0265 GEOID HEIGHT- -28.62 (meters) GEOID99 GE0265 DYNAMIC HT - 86.656 (meters) 284.30 (feet) COMP GE0265 MODELED GRAV- 979,827.5 (mgal) NAVD 88 GE0265 GE0265 VERT ORDER - FIRST CLASS II GE0265 GE0265.The horizontal coordinates were scaled from a topographic map and have GE0265.an estimated accuracy of +/- 6 seconds. GE0265 GE0265.The orthometric height was determined by differential leveling GE0265.and adjusted by the National Geodetic Survey in June 1991. GE0265 GE0265.The geoid height was determined by GEOID99. GE0265 GE0265.The dynamic height is computed by dividing the NAVD 88 GE0265.geopotential number by the normal gravity value computed on the GE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0265.degrees latitude (g = 980.6199 gals.). GE0265 GE0265.The modeled gravity was interpolated from observed gravity values. GE0265 GE0265; North East Units Estimated Accuracy GE0265;SPC AR N - 230,280. 532,020. MT (+/- 180 meters Scaled) GE0265 GE0265 SUPERSEDED SURVEY CONTROL GE0265 GE0265 NGVD 29 - 86.716 (m) 284.50 (f) ADJ UNCH 1 2 GE0265 GE0265.Superseded values are not recommended for survey control. GE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0265.See file dsdata.txt to determine how the superseded data were derived. GE0265 GE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216311(NAD 83) GE0265_MARKER: DB = BENCH MARK DISK GE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0265_STAMPING: R 190 1956 GE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0265+STABILITY: SURFACE MOTION GE0265 GE0265 HISTORY - Date Condition Report By GE0265 HISTORY - 1956 MONUMENTED CGS GE0265 HISTORY - 20020917 MARK NOT FOUND USACE GE0265 GE0265 STATION DESCRIPTION GE0265 GE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0265'2.9 MI E FROM CORNING. GE0265'2.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE GE0265'MISSOURI PACIFIC RAILROAD AT CORNING, ABOUT 0.7 MILE EAST OF GE0265'HIGHWAY BRIDGE OVER BLACK RIVER, ABOUT 0.8 MILE WEST OF JUNCTION GE0265'OF STATE HIGHWAY 135 LEADING SOUTH, 87 FEET SOUTH OF AND A GE0265'DRIVE WAY LEADING SOUTH, 72 FEET WEST OF CENTER LINE OF DRIVE GE0265'SOUTH TO A FARM HOUSE (HOUSE ABOUT 0.1 MILE SOUTH OF HIGHWAY), GE0265'112 FEET EAST-NORTHEAST OF R.E.A. POWER POLE NO. Z/42 WITH A GE0265'TRANSFORMER, 2 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE GE0265'WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF HIGHWAY AND GE0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GE0265 GE0265 STATION RECOVERY (2002) GE0265 GE0265'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0265'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0273 *********************************************************************** GE0273 DESIGNATION - R 25 GE0273 PID - GE0273 GE0273 STATE/COUNTY- AR/CLAY GE0273 USGS QUAD - DATTO (1964) GE0273 GE0273 *CURRENT SURVEY CONTROL GE0273 ___________________________________________________________________ GE0273* NAD 83(1986)- 36 22 44. (N) 090 44 11. (W) SCALED GE0273* NAVD 88 - 86.359 (meters) 283.33 (feet) ADJUSTED GE0273 ___________________________________________________________________ GE0273 GEOID HEIGHT- -28.54 (meters) GEOID99 GE0273 DYNAMIC HT - 86.290 (meters) 283.10 (feet) COMP GE0273 MODELED GRAV- 979,831.8 (mgal) NAVD 88 GE0273 GE0273 VERT ORDER - FIRST CLASS II GE0273 GE0273.The horizontal coordinates were scaled from a topographic map and have GE0273.an estimated accuracy of +/- 6 seconds. GE0273 GE0273.The orthometric height was determined by differential leveling GE0273.and adjusted by the National Geodetic Survey in June 1991. GE0273 GE0273.The geoid height was determined by GEOID99. GE0273 GE0273.The dynamic height is computed by dividing the NAVD 88 GE0273.geopotential number by the normal gravity value computed on the GE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0273.degrees latitude (g = 980.6199 gals.). GE0273 GE0273.The modeled gravity was interpolated from observed gravity values. GE0273 GE0273; North East Units Estimated Accuracy GE0273;SPC AR N - 227,680. 513,390. MT (+/- 180 meters Scaled) GE0273 GE0273 SUPERSEDED SURVEY CONTROL GE0273 GE0273 NGVD 29 - 86.320 (m) 283.20 (f) ADJ UNCH 1 2 GE0273 GE0273.Superseded values are not recommended for survey control. GE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0273.See file dsdata.txt to determine how the superseded data were derived. GE0273 GE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA030283(NAD 83) GE0273_MARKER: DB = BENCH MARK DISK GE0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0273_STAMPING: 283.208 R 25 1932 GE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0273+STABILITY: SURFACE MOTION GE0273 GE0273 HISTORY - Date Condition Report By GE0273 HISTORY - 1932 MONUMENTED CGS GE0273 HISTORY - 1934 GOOD NGS GE0273 HISTORY - 20020917 MARK NOT FOUND USACE GE0273 GE0273 STATION DESCRIPTION GE0273 GE0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0273'1.1 MI SW FROM DATTO. GE0273'1.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0273'FROM THE STATION AT DATTO, CLAY COUNTY, 3 POLES SOUTHWEST OF GE0273'MILEPOST 229, AT A ROAD CROSSING, AND 60 FEET EAST OF U.S. GE0273'HIGHWAY 67. A STANDARD DISK, STAMPED 283.208 R 25 1932 AND SET GE0273'IN THE TOP OF A CONCRETE POST. GE0273 GE0273 STATION RECOVERY (2002) GE0273 GE0273'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0273'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0225 *********************************************************************** GE0225 DESIGNATION - RV 247 GE0225 PID - GE0225 GE0225 STATE/COUNTY- AR/CLAY GE0225 USGS QUAD - KNOBEL (1993) GE0225 GE0225 *CURRENT SURVEY CONTROL GE0225 ___________________________________________________________________ GE0225* NAD 83(1986)- 36 19 19. (N) 090 36 11. (W) SCALED GE0225* NAVD 88 - 86.198 (meters) 282.80 (feet) ADJUSTED GE0225 ___________________________________________________________________ GE0225 GEOID HEIGHT- -28.45 (meters) GEOID99 GE0225 DYNAMIC HT - 86.129 (meters) 282.57 (feet) COMP GE0225 MODELED GRAV- 979,825.7 (mgal) NAVD 88 GE0225 GE0225 VERT ORDER - FIRST CLASS II GE0225 GE0225.The horizontal coordinates were scaled from a topographic map and have GE0225.an estimated accuracy of +/- 6 seconds. GE0225 GE0225.The orthometric height was determined by differential leveling GE0225.and adjusted by the National Geodetic Survey in June 1991. GE0225 GE0225.The geoid height was determined by GEOID99. GE0225 GE0225.The dynamic height is computed by dividing the NAVD 88 GE0225.geopotential number by the normal gravity value computed on the GE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0225.degrees latitude (g = 980.6199 gals.). GE0225 GE0225.The modeled gravity was interpolated from observed gravity values. GE0225 GE0225; North East Units Estimated Accuracy GE0225;SPC AR N - 221,520. 525,440. MT (+/- 180 meters Scaled) GE0225 GE0225 SUPERSEDED SURVEY CONTROL GE0225 GE0225 NGVD 29 - 86.190 (m) 282.77 (f) ADJ UNCH 1 2 GE0225 GE0225.Superseded values are not recommended for survey control. GE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0225.See file dsdata.txt to determine how the superseded data were derived. GE0225 GE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA151223(NAD 83) GE0225_MARKER: Z = SEE DESCRIPTION GE0225_SETTING: 36 = FOUNDATION GE0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0225 GE0225 HISTORY - Date Condition Report By GE0225 HISTORY - UNK MONUMENTED MPRR GE0225 HISTORY - 1956 GOOD NGS GE0225 HISTORY - 20020917 MARK NOT FOUND USACE GE0225 GE0225 STATION DESCRIPTION GE0225 GE0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0225'AT KNOBEL. GE0225'AT KNOBEL, NEAR POLE 198/26, LOCATED ON THE NORTHWEST SIDE OF THE GE0225'MAIN TRACK LEADING SOUTHWEST AND BETWEEN THE MAIN TRACK AND A GE0225'SPUR TRACK, IN THE TOP OF THE NORTHWEST CORNER OF CONCRETE GE0225'FOUNDATION OF AN ABANDONED WATER COLUMN, 8 1/2 FEET NORTHWEST GE0225'OF NORTHWEST RAIL OF MAIN TRACK, 242 FEET SOUTHWEST OF WEST GE0225'CORNER OF STATION, 145 FEET NORTHWEST OF AND ACROSS TRACK FROM GE0225'STAND PIPE OF A LARGE BLACK WATER TANK, 28 FEET NORTH-NORTHWEST GE0225'AND ACROSS TRACK FROM THE THIRD PLATFORM LIGHT SOUTHWEST OF GE0225'STATION, 3.8 FEET SOUTHEAST OF SOUTHEAST RAIL OF SIDE TRACK AND GE0225'ABOUT 1 FOOT BELOW LEVEL OF MAIN TRACK. GE0225 GE0225 STATION RECOVERY (2002) GE0225 GE0225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0225'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0243 *********************************************************************** GE0243 DESIGNATION - S 190 GE0243 PID - GE0243 GE0243 STATE/COUNTY- AR/CLAY GE0243 USGS QUAD - CORNING (1964) GE0243 GE0243 *CURRENT SURVEY CONTROL GE0243 ___________________________________________________________________ GE0243* NAD 83(1986)- 36 23 39. (N) 090 35 19. (W) SCALED GE0243* NAVD 88 - 85.674 (meters) 281.08 (feet) ADJUSTED GE0243 ___________________________________________________________________ GE0243 GEOID HEIGHT- -28.60 (meters) GEOID99 GE0243 DYNAMIC HT - 85.605 (meters) 280.86 (feet) COMP GE0243 MODELED GRAV- 979,829.3 (mgal) NAVD 88 GE0243 GE0243 VERT ORDER - FIRST CLASS II GE0243 GE0243.The horizontal coordinates were scaled from a topographic map and have GE0243.an estimated accuracy of +/- 6 seconds. GE0243 GE0243.The orthometric height was determined by differential leveling GE0243.and adjusted by the National Geodetic Survey in June 1991. GE0243 GE0243.The geoid height was determined by GEOID99. GE0243 GE0243.The dynamic height is computed by dividing the NAVD 88 GE0243.geopotential number by the normal gravity value computed on the GE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0243.degrees latitude (g = 980.6199 gals.). GE0243 GE0243.The modeled gravity was interpolated from observed gravity values. GE0243 GE0243; North East Units Estimated Accuracy GE0243;SPC AR N - 229,550. 526,620. MT (+/- 180 meters Scaled) GE0243 GE0243 SUPERSEDED SURVEY CONTROL GE0243 GE0243 NGVD 29 - 85.665 (m) 281.05 (f) ADJ UNCH 1 2 GE0243 GE0243.Superseded values are not recommended for survey control. GE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0243.See file dsdata.txt to determine how the superseded data were derived. GE0243 GE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162303(NAD 83) GE0243_MARKER: DB = BENCH MARK DISK GE0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0243_STAMPING: S 90 1956 GE0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0243+STABILITY: SURFACE MOTION GE0243 GE0243 HISTORY - Date Condition Report By GE0243 HISTORY - 1956 MONUMENTED CGS GE0243 HISTORY - 20020917 MARK NOT FOUND USACE GE0243 GE0243 STATION DESCRIPTION GE0243 GE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0243'1 MI S FROM CORNING. GE0243'0.95 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0243'STATION AT CORNING, WEST AND ACROSS TRACK AND ROAD FROM TELEPHONE GE0243'POLE 193/09, ABOUT 0.1 MILE NORTH OF RAILROAD TRESTLE OVER GE0243'CORNING LAKE, 190 FEET WEST AND ACROSS A ROAD PARALLEL TO TRACK GE0243'FROM WEST RAIL, 60 FEET WEST OF CENTER LINE OF ROAD, 273 FEET GE0243'NORTH OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTH PARALLEL GE0243'TO TRACK AND SOUTHEAST AWAY FROM TRACK, 83 FEET NORTH OF A GE0243'24-INCH CATALPA TREE, 44 FEET EAST-NORTHEAST OF NORTHEAST CORNER GE0243'OF A HOUSE, 14 1/2 FEET EAST OF A 7-INCH PLUM TREE, 6 1/2 FEET GE0243'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST GE0243'ABOUT FLUSH WITH GROUND. GE0243 GE0243 STATION RECOVERY (2002) GE0243 GE0243'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0243'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0246 *********************************************************************** GE0246 DESIGNATION - T 190 GE0246 PID - GE0246 GE0246 STATE/COUNTY- AR/CLAY GE0246 USGS QUAD - CORNING (1964) GE0246 GE0246 *CURRENT SURVEY CONTROL GE0246 ___________________________________________________________________ GE0246* NAD 83(1986)- 36 24 41. (N) 090 34 41. (W) SCALED GE0246* NAVD 88 - 89.341 (meters) 293.11 (feet) ADJUSTED GE0246 ___________________________________________________________________ GE0246 GEOID HEIGHT- -28.65 (meters) GEOID99 GE0246 DYNAMIC HT - 89.269 (meters) 292.88 (feet) COMP GE0246 MODELED GRAV- 979,829.0 (mgal) NAVD 88 GE0246 GE0246 VERT ORDER - FIRST CLASS II GE0246 GE0246.The horizontal coordinates were scaled from a topographic map and have GE0246.an estimated accuracy of +/- 6 seconds. GE0246 GE0246.The orthometric height was determined by differential leveling GE0246.and adjusted by the National Geodetic Survey in June 1991. GE0246 GE0246.The geoid height was determined by GEOID99. GE0246 GE0246.The dynamic height is computed by dividing the NAVD 88 GE0246.geopotential number by the normal gravity value computed on the GE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0246.degrees latitude (g = 980.6199 gals.). GE0246 GE0246.The modeled gravity was interpolated from observed gravity values. GE0246 GE0246; North East Units Estimated Accuracy GE0246;SPC AR N - 231,480. 527,540. MT (+/- 180 meters Scaled) GE0246 GE0246 SUPERSEDED SURVEY CONTROL GE0246 GE0246 NGVD 29 - 89.331 (m) 293.08 (f) ADJ UNCH 1 2 GE0246 GE0246.Superseded values are not recommended for survey control. GE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0246.See file dsdata.txt to determine how the superseded data were derived. GE0246 GE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA171323(NAD 83) GE0246_MARKER: DB = BENCH MARK DISK GE0246_SETTING: 36 = FOUNDATION GE0246_STAMPING: T 90 1956 GE0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0246+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE0246 GE0246 HISTORY - Date Condition Report By GE0246 HISTORY - 1956 MONUMENTED CGS GE0246 HISTORY - 20020917 GOOD USACE GE0246 GE0246 STATION DESCRIPTION GE0246 GE0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0246'AT CORNING. GE0246'AT CORNING, ABOUT 0.35 MILE NORTH ALONG THE MISSOURI PACIFIC GE0246'RAILROAD FROM THE STATION, 278 FEET WEST AND ACROSS WEST FIRST GE0246'STREET FROM THE WEST RAIL OF MAIN TRACK, IN THE TOP OF THE NORTH GE0246'CORNER OF CONCRETE FOUNDATION OF THE NORTH LEG OF CITY WATER GE0246'TOWER, 218 FEET WEST OF CENTER LINE OF WEST FIRST STREET, 152 GE0246'FEET EAST OF WEST SECOND STREET, AND 236 FEET NORTH OF CENTER GE0246'LINE OF WEST HAZEL STREET. GE0246 GE0246 STATION RECOVERY (2002) GE0246 GE0246'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0246'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0224 *********************************************************************** GE0224 DESIGNATION - T 32 GE0224 PID - GE0224 GE0224 STATE/COUNTY- AR/CLAY GE0224 USGS QUAD - KNOBEL (1993) GE0224 GE0224 *CURRENT SURVEY CONTROL GE0224 ___________________________________________________________________ GE0224* NAD 83(1986)- 36 18 59. (N) 090 36 18. (W) SCALED GE0224* NAVD 88 - 85.241 (meters) 279.66 (feet) ADJUSTED GE0224 ___________________________________________________________________ GE0224 GEOID HEIGHT- -28.44 (meters) GEOID99 GE0224 DYNAMIC HT - 85.172 (meters) 279.44 (feet) COMP GE0224 MODELED GRAV- 979,825.1 (mgal) NAVD 88 GE0224 GE0224 VERT ORDER - FIRST CLASS II GE0224 GE0224.The horizontal coordinates were scaled from a topographic map and have GE0224.an estimated accuracy of +/- 6 seconds. GE0224 GE0224.The orthometric height was determined by differential leveling GE0224.and adjusted by the National Geodetic Survey in June 1991. GE0224 GE0224.The geoid height was determined by GEOID99. GE0224 GE0224.The dynamic height is computed by dividing the NAVD 88 GE0224.geopotential number by the normal gravity value computed on the GE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0224.degrees latitude (g = 980.6199 gals.). GE0224 GE0224.The modeled gravity was interpolated from observed gravity values. GE0224 GE0224; North East Units Estimated Accuracy GE0224;SPC AR N - 220,900. 525,270. MT (+/- 180 meters Scaled) GE0224 GE0224 SUPERSEDED SURVEY CONTROL GE0224 GE0224 NGVD 29 - 85.233 (m) 279.64 (f) ADJ UNCH 1 2 GE0224 GE0224.Superseded values are not recommended for survey control. GE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0224.See file dsdata.txt to determine how the superseded data were derived. GE0224 GE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA150217(NAD 83) GE0224_MARKER: DB = BENCH MARK DISK GE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0224_STAMPING: T 32 1933 GE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0224+STABILITY: SURFACE MOTION GE0224 GE0224 HISTORY - Date Condition Report By GE0224 HISTORY - 1933 MONUMENTED CGS GE0224 HISTORY - 1956 GOOD NGS GE0224 HISTORY - 20020917 POOR USACE GE0224 GE0224 STATION DESCRIPTION GE0224 GE0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0224'0.2 MI S FROM KNOBEL. GE0224'0.25 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0224'STATION AT KNOBEL, NEAR THE SOUTH POINT OF TRIANGLE FORMED BY GE0224'RAILROAD JUNCTION, 44 FEET EAST OF EAST RAIL, 56 FEET SOUTHEAST GE0224'OF CENTER OF CROSSING OF STATE HIGHWAY 90, 52 FEET GE0224'SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY, 34 1/2 FEET WEST OF GE0224'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 17 FEET SOUTHWEST OF A GE0224'LONE 10-INCH BLACK WALNUT TREE, 4 1/2 FEET WEST-SOUTHWEST OF A GE0224'FENCE CORNER, 3 FEET WEST OF A FENCE LINE, ABOUT 2 1/2 FEET GE0224'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST GE0224'PROJECTING 5 INCHES. GE0224 GE0224 STATION RECOVERY (2002) GE0224 GE0224'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0224'FOUND WITH CONCRETE SLAB BROKEN AND DISK REMOVED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1022 *********************************************************************** GE1022 DESIGNATION - TIPPY GE1022 PID - GE1022 GE1022 STATE/COUNTY- AR/CLAY GE1022 USGS QUAD - KNOBEL (1993) GE1022 GE1022 *CURRENT SURVEY CONTROL GE1022 ___________________________________________________________________ GE1022* NAD 83(1997)- 36 19 14.14967(N) 090 31 32.04675(W) ADJUSTED GE1022* NAVD 88 - 87.25 (+/-2cm) 286.3 (feet) VERTCON GE1022 ___________________________________________________________________ GE1022 LAPLACE CORR- -0.11 (seconds) DEFLEC99 GE1022 GEOID HEIGHT- -28.45 (meters) GEOID99 GE1022 GE1022 HORZ ORDER - THIRD GE1022 VERT ORDER - THIRD ? (See Below) GE1022 GE1022.The horizontal coordinates were established by classical geodetic methods GE1022.and adjusted by the National Geodetic Survey in September 1999. GE1022 GE1022.The NAVD 88 height was computed by applying the VERTCON shift value to GE1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE1022.The vertical order pertains to the superseded datum. GE1022 GE1022.The Laplace correction was computed from DEFLEC99 derived deflections. GE1022 GE1022.The geoid height was determined by GEOID99. GE1022 GE1022; North East Units Scale Converg. GE1022;SPC AR N - 221,470.543 532,397.509 MT 1.00001842 +0 51 28.7 GE1022;UTM 15 - 4,022,350.346 722,129.261 MT 1.00020797 +1 27 58.4 GE1022 GE1022: Primary Azimuth Mark Grid Az GE1022:SPC AR N - TIPPY AZ MK 006 51 15.7 GE1022:UTM 15 - TIPPY AZ MK 006 14 46.0 GE1022 GE1022|---------------------------------------------------------------------| GE1022| PID Reference Object Distance Geod. Az | GE1022| dddmmss.s | GE1022| CI5650 TIPPY AZ MK 0074244.4 | GE1022| CI5651 TIPPY RM 1 23.267 METERS 04313 | GE1022| GE1023 TRAV STA 12 43.731 METERS 13456 | GE1022|---------------------------------------------------------------------| GE1022 GE1022 SUPERSEDED SURVEY CONTROL GE1022 GE1022 NAD 83(1986)- 36 19 14.15722(N) 090 31 32.04495(W) AD( ) 3 GE1022 NAD 27 - 36 19 13.93300(N) 090 31 31.65980(W) AD( ) 3 GE1022 NGVD 29 - 87.24 (m) 286.2 (f) LEVELING 3 GE1022 GE1022.Superseded values are not recommended for survey control. GE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1022.See file dsdata.txt to determine how the superseded data were derived. GE1022 GE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2212922350(NAD 83) GE1022_MARKER: DS = TRIANGULATION STATION DISK GE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1022 GE1022 HISTORY - Date Condition Report By GE1022 HISTORY - 1955 MONUMENTED CGS GE1022 HISTORY - 20020916 MARK NOT FOUND USACE GE1022 GE1022 STATION DESCRIPTION GE1022 GE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1022'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CORNING, 4 MILES GE1022'EAST OF KNOBEL AND 3 MILES SOUTHWEST OF TIPPERARY, IN A GE1022'TRIANGULAR AREA OF LAND FORMED BY THE JUNCTION OF STATE GE1022'HIGHWAYS 90 AND 1 W. THE MARK IS 99 FEET WEST OF STATE GE1022'HIGHWAY 1W, 46 FEET SOUTHWEST OF A POWER LINE POLE AND 5 GE1022'FEET SOUTHWEST OF A WHITE WITNESS POST. GE1022' GE1022'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GE1022'TIPPY 1955. GE1022' GE1022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 GE1022'AND U.S. HIGHWAY 62 IN CORNING, GO EAST ON U.S. HIGHWAY GE1022'62 FOR 4.3 MILES TO THE JUNCTION OF STATE HIGHWAY 1W, TURN GE1022'RIGHT, FOLLOW STATE HIGHWAY 1W SOUTHERLY FOR 4.9 MILES TO THE GE1022'JUNCTION OF STATE HIGHWAY 90 FROM THE CAST (THE AZIMUTH GE1022'MARK IS 0.1 MILES EAST OF THIS JUNCTION), CONTINUE SOUTH GE1022'FOR 1.0 MILES TO THE STATION. GE1022' GE1022'REFERENCE MARK 1 IS 52 FEET WEST OF STATE HIGHWAY 1W AND GE1022'9 FEET NORTHEAST OF A POWER LINE POLE. THE MARK PROJECTS GE1022'3 INCHES AND THE DISK IS STAMPED TIPPY NO 1 1955. GE1022' GE1022'TRAV. STA. 12 (USE) IS 45 FEET SOUTH OF A MAIL BOX AND 24 GE1022'FEET WEST OF THE CENTER OF STATE HIGHWAY 1W. THE MARK IS GE1022'A STANDARD U.S. ENGINEER DEPARTMENT BRONZE DISK SET IN THE GE1022'TOP OF AN 8-INCH CONCRETE POST THAT PROJECTS 3 INCHES. THE GE1022'DISK IS STAMPED TRAV STA 12. GE1022' GE1022'THE AZIMUTH MARK IS 75 FEET EAST OF POWER LINE POLE NO. 263, GE1022'60 FEET SOUTH OF STATE HIGHWAY 90, AND 4 FEET SOUTH-SOUTHWEST GE1022'OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 5 INCHES GE1022'AND THE DISK IS STAMPED TIPPY 1955. GE1022' GE1022'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE1022 GE1022 STATION RECOVERY (2002) GE1022 GE1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1022'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0242 *********************************************************************** GE0242 DESIGNATION - U 190 GE0242 PID - GE0242 GE0242 STATE/COUNTY- AR/CLAY GE0242 USGS QUAD - CORNING (1964) GE0242 GE0242 *CURRENT SURVEY CONTROL GE0242 ___________________________________________________________________ GE0242* NAD 83(1986)- 36 22 45. (N) 090 35 20. (W) SCALED GE0242* NAVD 88 - 85.248 (meters) 279.68 (feet) ADJUSTED GE0242 ___________________________________________________________________ GE0242 GEOID HEIGHT- -28.56 (meters) GEOID99 GE0242 DYNAMIC HT - 85.179 (meters) 279.46 (feet) COMP GE0242 MODELED GRAV- 979,829.3 (mgal) NAVD 88 GE0242 GE0242 VERT ORDER - FIRST CLASS II GE0242 GE0242.The horizontal coordinates were scaled from a topographic map and have GE0242.an estimated accuracy of +/- 6 seconds. GE0242 GE0242.The orthometric height was determined by differential leveling GE0242.and adjusted by the National Geodetic Survey in June 1991. GE0242 GE0242.The geoid height was determined by GEOID99. GE0242 GE0242.The dynamic height is computed by dividing the NAVD 88 GE0242.geopotential number by the normal gravity value computed on the GE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0242.degrees latitude (g = 980.6199 gals.). GE0242 GE0242.The modeled gravity was interpolated from observed gravity values. GE0242 GE0242; North East Units Estimated Accuracy GE0242;SPC AR N - 227,890. 526,620. MT (+/- 180 meters Scaled) GE0242 GE0242 SUPERSEDED SURVEY CONTROL GE0242 GE0242 NGVD 29 - 85.238 (m) 279.65 (f) ADJ UNCH 1 2 GE0242 GE0242.Superseded values are not recommended for survey control. GE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0242.See file dsdata.txt to determine how the superseded data were derived. GE0242 GE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162287(NAD 83) GE0242_MARKER: DB = BENCH MARK DISK GE0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0242_STAMPING: U 190 1956 GE0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0242 GE0242 HISTORY - Date Condition Report By GE0242 HISTORY - 1956 MONUMENTED CGS GE0242 HISTORY - 20020917 MARK NOT FOUND USACE GE0242 GE0242 STATION DESCRIPTION GE0242 GE0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0242'2 MI S FROM CORNING. GE0242'1.95 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0242'STATION AT CORNING, NEAR TELEPHONE MILEAGE POLE NO. 194/09, 47 GE0242'FEET WEST OF WEST RAIL, 164 FEET NORTH OF A T FENCE CORNER WHICH GE0242'IS AT SOUTHEAST CORNER OF A CULTIVATED FIELD, 15 FEET SOUTH OF GE0242'TELEPHONE POLE NO. 8232, 1 FOOT EAST OF A FENCE LINE, 3 FEET GE0242'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW GE0242'LEVEL OF TRACK AND SET ON THE TOP OF A 2-INCH IRON PIPE WHICH GE0242'PROJECTS 8 INCHES. GE0242 GE0242 STATION RECOVERY (2002) GE0242 GE0242'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0242'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0226 *********************************************************************** GE0226 DESIGNATION - U 32 GE0226 PID - GE0226 GE0226 STATE/COUNTY- AR/CLAY GE0226 USGS QUAD - KNOBEL (1993) GE0226 GE0226 *CURRENT SURVEY CONTROL GE0226 ___________________________________________________________________ GE0226* NAD 83(1986)- 36 19 17. (N) 090 36 12. (W) SCALED GE0226* NAVD 88 - 86.243 (meters) 282.95 (feet) ADJUSTED GE0226 ___________________________________________________________________ GE0226 GEOID HEIGHT- -28.45 (meters) GEOID99 GE0226 DYNAMIC HT - 86.173 (meters) 282.72 (feet) COMP GE0226 MODELED GRAV- 979,825.7 (mgal) NAVD 88 GE0226 GE0226 VERT ORDER - FIRST CLASS II GE0226 GE0226.The horizontal coordinates were scaled from a topographic map and have GE0226.an estimated accuracy of +/- 6 seconds. GE0226 GE0226.The orthometric height was determined by differential leveling GE0226.and adjusted by the National Geodetic Survey in June 1991. GE0226 GE0226.The geoid height was determined by GEOID99. GE0226 GE0226.The dynamic height is computed by dividing the NAVD 88 GE0226.geopotential number by the normal gravity value computed on the GE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0226.degrees latitude (g = 980.6199 gals.). GE0226 GE0226.The modeled gravity was interpolated from observed gravity values. GE0226 GE0226; North East Units Estimated Accuracy GE0226;SPC AR N - 221,460. 525,410. MT (+/- 180 meters Scaled) GE0226 GE0226 SUPERSEDED SURVEY CONTROL GE0226 GE0226 NGVD 29 - 86.234 (m) 282.92 (f) ADJ UNCH 1 2 GE0226 GE0226.Superseded values are not recommended for survey control. GE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0226.See file dsdata.txt to determine how the superseded data were derived. GE0226 GE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA151222(NAD 83) GE0226_MARKER: DB = BENCH MARK DISK GE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0226_STAMPING: U 32 1933 GE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0226+STABILITY: SURFACE MOTION GE0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE0226+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002 GE0226 GE0226 HISTORY - Date Condition Report By GE0226 HISTORY - 1933 MONUMENTED CGS GE0226 HISTORY - 1956 GOOD NGS GE0226 HISTORY - 20020917 GOOD USACE GE0226 GE0226 STATION DESCRIPTION GE0226 GE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0226'AT KNOBEL. GE0226'AT KNOBEL, ALONG THE MISSOURI PACIFIC RAILROAD, 171 FEET GE0226'NORTHEAST OF NORTH CORNER OF STATION, 13 FEET SOUTHEAST OF GE0226'SOUTHEAST RAIL OF MAIN LINE TRACK, 15 FEET NORTHWEST OF NORTHWEST GE0226'RAIL OF PARAGOULD BRANCH TRACK, 89 FEET NORTHEAST OF CENTER OF GE0226'CROSSING OF MAIN LINE TRACK AND A GRAVEL ROAD, 87 1/2 FEET GE0226'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 42 FEET SOUTHWEST OF THE GE0226'NORTHEAST MOST STATION PLATFORM LIGHT, ABOUT 1 FOOT BELOW LEVEL GE0226'OF MAIN LINE TRACK, AND SET IN THE TOP OF A CONCRETE POST GE0226'PROJECTING 2 1/2 INCHES. GE0226 GE0226 STATION RECOVERY (2002) GE0226 GE0226'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0226'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0253 *********************************************************************** GE0253 DESIGNATION - V 32 GE0253 PID - GE0253 GE0253 STATE/COUNTY- AR/CLAY GE0253 USGS QUAD - CORNING (1964) GE0253 GE0253 *CURRENT SURVEY CONTROL GE0253 ___________________________________________________________________ GE0253* NAD 83(1986)- 36 26 19. (N) 090 33 27. (W) SCALED GE0253* NAVD 88 - 88.322 (meters) 289.77 (feet) ADJUSTED GE0253 ___________________________________________________________________ GE0253 GEOID HEIGHT- -28.73 (meters) GEOID99 GE0253 DYNAMIC HT - 88.251 (meters) 289.54 (feet) COMP GE0253 MODELED GRAV- 979,828.1 (mgal) NAVD 88 GE0253 GE0253 VERT ORDER - FIRST CLASS II GE0253 GE0253.The horizontal coordinates were scaled from a topographic map and have GE0253.an estimated accuracy of +/- 6 seconds. GE0253 GE0253.The orthometric height was determined by differential leveling GE0253.and adjusted by the National Geodetic Survey in June 1991. GE0253 GE0253.The geoid height was determined by GEOID99. GE0253 GE0253.The dynamic height is computed by dividing the NAVD 88 GE0253.geopotential number by the normal gravity value computed on the GE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0253.degrees latitude (g = 980.6199 gals.). GE0253 GE0253.The modeled gravity was interpolated from observed gravity values. GE0253 GE0253; North East Units Estimated Accuracy GE0253;SPC AR N - 234,520. 529,340. MT (+/- 180 meters Scaled) GE0253 GE0253 SUPERSEDED SURVEY CONTROL GE0253 GE0253 NGVD 29 - 88.314 (m) 289.74 (f) ADJ UNCH 1 2 GE0253 GE0253.Superseded values are not recommended for survey control. GE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0253.See file dsdata.txt to determine how the superseded data were derived. GE0253 GE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA189353(NAD 83) GE0253_MARKER: DB = BENCH MARK DISK GE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0253_STAMPING: V 32 1933 GE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0253+STABILITY: SURFACE MOTION GE0253 GE0253 HISTORY - Date Condition Report By GE0253 HISTORY - 1933 MONUMENTED CGS GE0253 HISTORY - 1956 GOOD NGS GE0253 HISTORY - 20020917 MARK NOT FOUND USACE GE0253 GE0253 STATION DESCRIPTION GE0253 GE0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0253'2.6 MI NE FROM CORNING. GE0253'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD GE0253'FROM THE STATION AT CORNING, AT CROSSING OF A NARROW GRADED ROAD GE0253'AND ABOUT 0.1 MILE EAST ALONG ROAD FROM A CROSSROAD, 47 1/2 GE0253'FEET SOUTHEAST OF SOUTHEAST RAIL, 51 FEET NORTH OF CENTER LINE GE0253'OF ROAD, 29 FEET SOUTHWEST OF A 36-INCH OAK TREE, 37 FEET GE0253'NORTHEAST OF TELEPHONE POLE NO. 189/29, 2 1/2 FEET SOUTHEAST OF GE0253'A FENCE LINE AND INSIDE A WOODED PASTURE, ABOUT 4 FEET BELOW GE0253'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING GE0253'10 INCHES. GE0253 GE0253 STATION RECOVERY (2002) GE0253 GE0253'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0253'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0251 *********************************************************************** GE0251 DESIGNATION - W 190 GE0251 PID - GE0251 GE0251 STATE/COUNTY- AR/CLAY GE0251 USGS QUAD - CORNING (1964) GE0251 GE0251 *CURRENT SURVEY CONTROL GE0251 ___________________________________________________________________ GE0251* NAD 83(1986)- 36 25 16. (N) 090 34 11. (W) SCALED GE0251* NAVD 88 - 88.672 (meters) 290.92 (feet) ADJUSTED GE0251 ___________________________________________________________________ GE0251 GEOID HEIGHT- -28.68 (meters) GEOID99 GE0251 DYNAMIC HT - 88.601 (meters) 290.69 (feet) COMP GE0251 MODELED GRAV- 979,828.7 (mgal) NAVD 88 GE0251 GE0251 VERT ORDER - FIRST CLASS II GE0251 GE0251.The horizontal coordinates were scaled from a topographic map and have GE0251.an estimated accuracy of +/- 6 seconds. GE0251 GE0251.The orthometric height was determined by differential leveling GE0251.and adjusted by the National Geodetic Survey in June 1991. GE0251 GE0251.The geoid height was determined by GEOID99. GE0251 GE0251.The dynamic height is computed by dividing the NAVD 88 GE0251.geopotential number by the normal gravity value computed on the GE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0251.degrees latitude (g = 980.6199 gals.). GE0251 GE0251.The modeled gravity was interpolated from observed gravity values. GE0251 GE0251; North East Units Estimated Accuracy GE0251;SPC AR N - 232,570. 528,270. MT (+/- 180 meters Scaled) GE0251 GE0251 SUPERSEDED SURVEY CONTROL GE0251 GE0251 NGVD 29 - 88.664 (m) 290.89 (f) ADJ UNCH 1 2 GE0251 GE0251.Superseded values are not recommended for survey control. GE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0251.See file dsdata.txt to determine how the superseded data were derived. GE0251 GE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA178334(NAD 83) GE0251_MARKER: DB = BENCH MARK DISK GE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0251_STAMPING: W 190 1956 GE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0251+STABILITY: SURFACE MOTION GE0251 GE0251 HISTORY - Date Condition Report By GE0251 HISTORY - 1956 MONUMENTED CGS GE0251 HISTORY - 20020917 MARK NOT FOUND USACE GE0251 GE0251 STATION DESCRIPTION GE0251 GE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0251'1.2 MI NE FROM CORNING. GE0251'1.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0251'STATION AT CORNING, 39 FEET SOUTHEAST OF SOUTHEAST RAIL, 109 GE0251'FEET NORTHEAST OF CENTER OF CROSSING OF TRACK AND A ROAD LEADING GE0251'TO A HOUSE ON NORTHWEST SIDE OF TRACK, 55 FEET NORTHWEST OF GE0251'CENTER LINE OF A ROAD AT A POINT WHERE THE ROAD TURNS EAST AWAY GE0251'FROM TRACK AND PARALLELS THE SOUTHEAST SIDE OF TRACK TO THE GE0251'SOUTHWEST, 58 FEET SOUTHWEST OF TELEPHONE POLE NO. 191/04, 29 GE0251'FEET NORTHWEST OF A POWER POLE, 25 FEET NORTHEAST OF A FENCE GE0251'CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST GE0251'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF GE0251'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GE0251 GE0251 STATION RECOVERY (2002) GE0251 GE0251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0251'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0252 *********************************************************************** GE0252 DESIGNATION - X 190 GE0252 PID - GE0252 GE0252 STATE/COUNTY- AR/CLAY GE0252 USGS QUAD - CORNING (1964) GE0252 GE0252 *CURRENT SURVEY CONTROL GE0252 ___________________________________________________________________ GE0252* NAD 83(1986)- 36 26 01. (N) 090 33 40. (W) SCALED GE0252* NAVD 88 - 87.875 (meters) 288.30 (feet) ADJUSTED GE0252 ___________________________________________________________________ GE0252 GEOID HEIGHT- -28.71 (meters) GEOID99 GE0252 DYNAMIC HT - 87.804 (meters) 288.07 (feet) COMP GE0252 MODELED GRAV- 979,828.3 (mgal) NAVD 88 GE0252 GE0252 VERT ORDER - FIRST CLASS II GE0252 GE0252.The horizontal coordinates were scaled from a topographic map and have GE0252.an estimated accuracy of +/- 6 seconds. GE0252 GE0252.The orthometric height was determined by differential leveling GE0252.and adjusted by the National Geodetic Survey in June 1991. GE0252 GE0252.The geoid height was determined by GEOID99. GE0252 GE0252.The dynamic height is computed by dividing the NAVD 88 GE0252.geopotential number by the normal gravity value computed on the GE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0252.degrees latitude (g = 980.6199 gals.). GE0252 GE0252.The modeled gravity was interpolated from observed gravity values. GE0252 GE0252; North East Units Estimated Accuracy GE0252;SPC AR N - 233,960. 529,020. MT (+/- 180 meters Scaled) GE0252 GE0252 SUPERSEDED SURVEY CONTROL GE0252 GE0252 NGVD 29 - 87.867 (m) 288.28 (f) ADJ UNCH 1 2 GE0252 GE0252.Superseded values are not recommended for survey control. GE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0252.See file dsdata.txt to determine how the superseded data were derived. GE0252 GE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA186348(NAD 83) GE0252_MARKER: DB = BENCH MARK DISK GE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0252_STAMPING: X 190 1956 GE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0252+STABILITY: SURFACE MOTION GE0252 GE0252 HISTORY - Date Condition Report By GE0252 HISTORY - 1956 MONUMENTED CGS GE0252 HISTORY - 20020917 MARK NOT FOUND USACE GE0252 GE0252 STATION DESCRIPTION GE0252 GE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0252'2.2 MI NE FROM CORNING. GE0252'ABOUT 2.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD GE0252'FROM THE STATION AT CORNING, ABOUT 0.1 MILE SOUTHWEST OF MILE GE0252'POLE 190, ABOUT 0.1 MILE SOUTHWEST OF CROSSING OF A PRIVATE ROAD GE0252'TO A HOUSE ON NORTHWEST SIDE OF TRACK, 46 1/2 FEET NORTHWEST OF GE0252'NORTHWEST RAIL, 8 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. GE0252'8065, 2 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A GE0252'FENCE LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, GE0252'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A GE0252'CONCRETE POST PROJECTING 3 INCHES. GE0252 GE0252 STATION RECOVERY (2002) GE0252 GE0252'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0252'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0268 *********************************************************************** GE0268 DESIGNATION - Y 188 GE0268 PID - GE0268 GE0268 STATE/COUNTY- AR/CLAY GE0268 USGS QUAD - CORNING (1964) GE0268 GE0268 *CURRENT SURVEY CONTROL GE0268 ___________________________________________________________________ GE0268* NAD 83(1986)- 36 24 15. (N) 090 33 39. (W) SCALED GE0268* NAVD 88 - 85.408 (meters) 280.21 (feet) ADJUSTED GE0268 ___________________________________________________________________ GE0268 GEOID HEIGHT- -28.63 (meters) GEOID99 GE0268 DYNAMIC HT - 85.339 (meters) 279.98 (feet) COMP GE0268 MODELED GRAV- 979,828.8 (mgal) NAVD 88 GE0268 GE0268 VERT ORDER - FIRST CLASS II GE0268 GE0268.The horizontal coordinates were scaled from a topographic map and have GE0268.an estimated accuracy of +/- 6 seconds. GE0268 GE0268.The orthometric height was determined by differential leveling GE0268.and adjusted by the National Geodetic Survey in June 1991. GE0268 GE0268.The geoid height was determined by GEOID99. GE0268 GE0268.The dynamic height is computed by dividing the NAVD 88 GE0268.geopotential number by the normal gravity value computed on the GE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0268.degrees latitude (g = 980.6199 gals.). GE0268 GE0268.The modeled gravity was interpolated from observed gravity values. GE0268 GE0268; North East Units Estimated Accuracy GE0268;SPC AR N - 230,700. 529,100. MT (+/- 180 meters Scaled) GE0268 GE0268 SUPERSEDED SURVEY CONTROL GE0268 GE0268 NGVD 29 - 85.398 (m) 280.18 (f) ADJ UNCH 1 2 GE0268 GE0268.Superseded values are not recommended for survey control. GE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0268.See file dsdata.txt to determine how the superseded data were derived. GE0268 GE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA187315(NAD 83) GE0268_MARKER: DB = BENCH MARK DISK GE0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0268_STAMPING: Y 188 1956 GE0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0268+STABILITY: SURFACE MOTION GE0268 GE0268 HISTORY - Date Condition Report By GE0268 HISTORY - 1956 MONUMENTED CGS GE0268 HISTORY - 20020917 MARK NOT FOUND USACE GE0268 GE0268 STATION DESCRIPTION GE0268 GE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0268'1.1 MI E FROM CORNING. GE0268'1.1 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE GE0268'MISSOURI PACIFIC RAILROAD AT CORNING, 41 FEET NORTH OF CENTER GE0268'LINE OF HIGHWAY, 84 FEET NORTH-NORTHEAST AND ACROSS HIGHWAY GE0268'FROM POWER POLE NO. 117, 145 FEET SOUTH-SOUTHWEST OF THE GE0268'SOUTHEST CORNER OF A HOUSE WITH BRICK SIDING, 21 FEET GE0268'WEST-NORTHWEST OF WEST END OF A 24-INCH CONCRETE PIPE CULVERT GE0268'UNDER DRIVE TO HOUSE, 23 FEET WEST OF CENTER LINE OF DRIVE NORTH GE0268'TO HOUSE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, GE0268'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A GE0268'CONCRETE POST PROJECTING 2 INCHES. GE0268 GE0268 STATION RECOVERY (2002) GE0268 GE0268'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0268'MARK NOT FOUND.