1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1384 *********************************************************************** EH1384 DESIGNATION - 11 W EH1384 PID - EH1384 EH1384 STATE/COUNTY- AR/ARKANSAS EH1384 USGS QUAD - DE WITT (1968) EH1384 EH1384 *CURRENT SURVEY CONTROL EH1384 ___________________________________________________________________ EH1384* NAD 83(1986)- 34 17 43. (N) 091 20 07. (W) SCALED EH1384* NAVD 88 - 57.466 (meters) 188.54 (feet) ADJUSTED EH1384 ___________________________________________________________________ EH1384 GEOID HEIGHT- -26.36 (meters) GEOID99 EH1384 DYNAMIC HT - 57.410 (meters) 188.35 (feet) COMP EH1384 MODELED GRAV- 979,665.2 (mgal) NAVD 88 EH1384 EH1384 VERT ORDER - FIRST CLASS II EH1384 EH1384.The horizontal coordinates were scaled from a topographic map and have EH1384.an estimated accuracy of +/- 6 seconds. EH1384 EH1384.The orthometric height was determined by differential leveling EH1384.and adjusted by the National Geodetic Survey in August 1993. EH1384.WARNING-Repeat measurements at this control monument indicate possible EH1384.vertical movement. EH1384 EH1384.The geoid height was determined by GEOID99. EH1384 EH1384.The dynamic height is computed by dividing the NAVD 88 EH1384.geopotential number by the normal gravity value computed on the EH1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1384.degrees latitude (g = 980.6199 gals.). EH1384 EH1384.The modeled gravity was interpolated from observed gravity values. EH1384 EH1384; North East Units Estimated Accuracy EH1384;SPC AR S - 580,830. 461,190. MT (+/- 180 meters Scaled) EH1384 EH1384 SUPERSEDED SURVEY CONTROL EH1384 EH1384 NGVD 29 - 57.490 (m) 188.62 (f) ADJUSTED 1 2 EH1384 EH1384.Superseded values are not recommended for survey control. EH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1384.See file dsdata.txt to determine how the superseded data were derived. EH1384 EH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT532961(NAD 83) EH1384_MARKER: DD = SURVEY DISK EH1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1384_STAMPING: 11 W 1928 EH1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1384+STABILITY: SURFACE MOTION EH1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1384+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1384 EH1384 HISTORY - Date Condition Report By EH1384 HISTORY - 1928 MONUMENTED USGS EH1384 HISTORY - 1954 GOOD CGS EH1384 HISTORY - 1976 GOOD NGS EH1384 HISTORY - 20030414 GOOD USACE EH1384 EH1384 STATION DESCRIPTION EH1384 EH1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1384'IN DEWITT. EH1384'AT DEWITT, AT THE WEST EDGE OF THE COURTHOUSE LAWN, 97 FEET WEST OF EH1384'THE WEST ENTRANCE TO THE COURTHOUSE, 4.4 FEET EAST OF THE EAST CURB OF EH1384'A NORTH AND SOUTH STREET, 2.2 FEET NORTH OF THE NORTH EDGE OF A EH1384'SIDEWALK LEADING TO THE COURTHOUSE, SET IN THE TOP OF A CONCRETE POST EH1384'WHICH IS FLUSH WITH THE GROUND. EH1384 EH1384 STATION RECOVERY (1976) EH1384 EH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1384'RECOVERED IN GOOD CONDITION. EH1384 EH1384 STATION RECOVERY (2003) EH1384 EH1384'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1384'MARK WAS FOUND IN FLOWER BED. HAS BEEN SCRAPED, BUT SEEMS TO BE VERY EH1384'STABLE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1381 *********************************************************************** EH1381 DESIGNATION - 12 W EH1381 PID - EH1381 EH1381 STATE/COUNTY- AR/ARKANSAS EH1381 USGS QUAD - DE WITT (1968) EH1381 EH1381 *CURRENT SURVEY CONTROL EH1381 ___________________________________________________________________ EH1381* NAD 83(1986)- 34 17 41. (N) 091 20 21. (W) SCALED EH1381* NAVD 88 - 56.796 (meters) 186.34 (feet) ADJUSTED EH1381 ___________________________________________________________________ EH1381 GEOID HEIGHT- -26.35 (meters) GEOID99 EH1381 DYNAMIC HT - 56.741 (meters) 186.16 (feet) COMP EH1381 MODELED GRAV- 979,665.2 (mgal) NAVD 88 EH1381 EH1381 VERT ORDER - FIRST CLASS II EH1381 EH1381.The horizontal coordinates were scaled from a topographic map and have EH1381.an estimated accuracy of +/- 6 seconds. EH1381 EH1381.The orthometric height was determined by differential leveling EH1381.and adjusted by the National Geodetic Survey in August 1993. EH1381.WARNING-Repeat measurements at this control monument indicate possible EH1381.vertical movement. EH1381 EH1381.The geoid height was determined by GEOID99. EH1381 EH1381.The dynamic height is computed by dividing the NAVD 88 EH1381.geopotential number by the normal gravity value computed on the EH1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1381.degrees latitude (g = 980.6199 gals.). EH1381 EH1381.The modeled gravity was interpolated from observed gravity values. EH1381 EH1381; North East Units Estimated Accuracy EH1381;SPC AR S - 580,770. 460,840. MT (+/- 180 meters Scaled) EH1381 EH1381 SUPERSEDED SURVEY CONTROL EH1381 EH1381 NGVD 29 - 56.820 (m) 186.42 (f) ADJUSTED 1 2 EH1381 EH1381.Superseded values are not recommended for survey control. EH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1381.See file dsdata.txt to determine how the superseded data were derived. EH1381 EH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT528960(NAD 83) EH1381_MARKER: DD = SURVEY DISK EH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1381_STAMPING: 12 W 1928 EH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1381+STABILITY: SURFACE MOTION EH1381 EH1381 HISTORY - Date Condition Report By EH1381 HISTORY - 1928 MONUMENTED USGS EH1381 HISTORY - 1954 GOOD CGS EH1381 HISTORY - 1976 GOOD NGS EH1381 HISTORY - 20030414 POOR USACE EH1381 EH1381 STATION DESCRIPTION EH1381 EH1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1381'IN DEWITT. EH1381'AT DEWITT, AT THE NORTHWEST CORNER OF THE ELEMENTARY SCHOOL YARD, 62.5 EH1381'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOLL BUILDING, 57 FEET EH1381'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF WEST CROSS STREET EH1381'AND MONROE STREET, 13.3 FEET NORTHWEST OF A FLAGPOLE, 4.5 FEET EAST OF EH1381'THE EAST EDGE OF A NORTH AND SOUTH SIDEWALK, 4 FEET SOUTH OF THE SOUTH EH1381'EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE TOP OF A CONCRETE POST. EH1381 EH1381 STATION RECOVERY (1976) EH1381 EH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1381'RECOVERED IN GOOD CONDITION. EH1381 EH1381 STATION RECOVERY (2003) EH1381 EH1381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1381'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1393 *********************************************************************** EH1393 DESIGNATION - 14 W EH1393 PID - EH1393 EH1393 STATE/COUNTY- AR/ARKANSAS EH1393 USGS QUAD - DE WITT NE (1968) EH1393 EH1393 *CURRENT SURVEY CONTROL EH1393 ___________________________________________________________________ EH1393* NAD 83(1986)- 34 23 11. (N) 091 20 50. (W) SCALED EH1393* NAVD 88 - 61.366 (meters) 201.33 (feet) ADJUSTED EH1393 ___________________________________________________________________ EH1393 GEOID HEIGHT- -26.46 (meters) GEOID99 EH1393 DYNAMIC HT - 61.307 (meters) 201.14 (feet) COMP EH1393 MODELED GRAV- 979,671.0 (mgal) NAVD 88 EH1393 EH1393 VERT ORDER - FIRST CLASS II EH1393 EH1393.The horizontal coordinates were scaled from a topographic map and have EH1393.an estimated accuracy of +/- 6 seconds. EH1393 EH1393.The orthometric height was determined by differential leveling EH1393.and adjusted by the National Geodetic Survey in August 1993. EH1393 EH1393.The geoid height was determined by GEOID99. EH1393 EH1393.The dynamic height is computed by dividing the NAVD 88 EH1393.geopotential number by the normal gravity value computed on the EH1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1393.degrees latitude (g = 980.6199 gals.). EH1393 EH1393.The modeled gravity was interpolated from observed gravity values. EH1393 EH1393; North East Units Estimated Accuracy EH1393;SPC AR S - 590,930. 460,030. MT (+/- 180 meters Scaled) EH1393 EH1393 SUPERSEDED SURVEY CONTROL EH1393 EH1393 NGVD 29 - 61.436 (m) 201.56 (f) ADJUSTED 1 2 EH1393 EH1393.Superseded values are not recommended for survey control. EH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1393.See file dsdata.txt to determine how the superseded data were derived. EH1393 EH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519062(NAD 83) EH1393_MARKER: DD = SURVEY DISK EH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1393_STAMPING: 14 W 1928 EH1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1393+STABILITY: SURFACE MOTION EH1393 EH1393 HISTORY - Date Condition Report By EH1393 HISTORY - 1928 MONUMENTED USGS EH1393 HISTORY - 1954 GOOD CGS EH1393 HISTORY - 20030414 MARK NOT FOUND USACE EH1393 EH1393 STATION DESCRIPTION EH1393 EH1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1393'4.9 MI SE FROM ALMYRA. EH1393'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT EH1393'ALMYRA, AT A JUNCTION WITH A GRAVELED ROAD LEADING EAST, AT A POINT EH1393'WHERE THE HIGHWAY TURNS SOUTH, 33 FEET SOUTH OF THE CENTER LINE OF THE EH1393'HIGHWAY, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH EH1393'OF A TELEPHONE POLE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF EH1393'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. EH1393 EH1393 STATION RECOVERY (2003) EH1393 EH1393'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1393'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1412 *********************************************************************** EH1412 DESIGNATION - 16 W EH1412 PID - EH1412 EH1412 STATE/COUNTY- AR/ARKANSAS EH1412 USGS QUAD - ALMYRA (1968) EH1412 EH1412 *CURRENT SURVEY CONTROL EH1412 ___________________________________________________________________ EH1412* NAD 83(1986)- 34 25 52. (N) 091 24 59. (W) SCALED EH1412* NAVD 88 - 62.401 (meters) 204.73 (feet) ADJUSTED EH1412 ___________________________________________________________________ EH1412 GEOID HEIGHT- -26.46 (meters) GEOID99 EH1412 DYNAMIC HT - 62.341 (meters) 204.53 (feet) COMP EH1412 MODELED GRAV- 979,674.9 (mgal) NAVD 88 EH1412 EH1412 VERT ORDER - FIRST CLASS II EH1412 EH1412.The horizontal coordinates were scaled from a topographic map and have EH1412.an estimated accuracy of +/- 6 seconds. EH1412 EH1412.The orthometric height was determined by differential leveling EH1412.and adjusted by the National Geodetic Survey in August 1993. EH1412 EH1412.The geoid height was determined by GEOID99. EH1412 EH1412.The dynamic height is computed by dividing the NAVD 88 EH1412.geopotential number by the normal gravity value computed on the EH1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1412.degrees latitude (g = 980.6199 gals.). EH1412 EH1412.The modeled gravity was interpolated from observed gravity values. EH1412 EH1412; North East Units Estimated Accuracy EH1412;SPC AR S - 595,850. 453,640. MT (+/- 180 meters Scaled) EH1412 EH1412 SUPERSEDED SURVEY CONTROL EH1412 EH1412 NGVD 29 - 62.457 (m) 204.91 (f) ADJUSTED 1 2 EH1412 EH1412.Superseded values are not recommended for survey control. EH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1412.See file dsdata.txt to determine how the superseded data were derived. EH1412 EH1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455110(NAD 83) EH1412_MARKER: DD = SURVEY DISK EH1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1412_STAMPING: 16 W 1928 EH1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1412+STABILITY: SURFACE MOTION EH1412 EH1412 HISTORY - Date Condition Report By EH1412 HISTORY - 1928 MONUMENTED USGS EH1412 HISTORY - 1954 GOOD CGS EH1412 HISTORY - 20030415 POOR USACE EH1412 EH1412 STATION DESCRIPTION EH1412 EH1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1412'2.1 MI N FROM ALMYRA. EH1412'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA, EH1412'THENCE 1.7 MILES NORTH ALONG STATE HIGHWAY 30, 58 FEET SOUTHWEST OF EH1412'THE SOUTHWEST CORNER OF A HOUSE, 32 FEET EAST OF THE CENTER LINE OF EH1412'THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST EH1412'ROAD, 9 FEET WEST OF TELEPHONE POLE, 3.5 FEET NORTHEAST OF A WITNESS EH1412'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE EH1412'GROUND. EH1412 EH1412 STATION RECOVERY (2003) EH1412 EH1412'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1412'MARK WAS FOUND LYING DOWN IN YARD. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1474 *********************************************************************** EH1474 DESIGNATION - 32 RWM EH1474 PID - EH1474 EH1474 STATE/COUNTY- AR/ARKANSAS EH1474 USGS QUAD - TURNER (1967) EH1474 EH1474 *CURRENT SURVEY CONTROL EH1474 ___________________________________________________________________ EH1474* NAD 83(1986)- 34 24 15. (N) 091 05 21. (W) SCALED EH1474* NAVD 88 - 49.932 (meters) 163.82 (feet) ADJUSTED EH1474 ___________________________________________________________________ EH1474 GEOID HEIGHT- -26.72 (meters) GEOID99 EH1474 DYNAMIC HT - 49.884 (meters) 163.66 (feet) COMP EH1474 MODELED GRAV- 979,666.0 (mgal) NAVD 88 EH1474 EH1474 VERT ORDER - FIRST CLASS II EH1474 EH1474.The horizontal coordinates were scaled from a topographic map and have EH1474.an estimated accuracy of +/- 6 seconds. EH1474 EH1474.The orthometric height was determined by differential leveling EH1474.and adjusted by the National Geodetic Survey in August 1993. EH1474 EH1474.The geoid height was determined by GEOID99. EH1474 EH1474.The dynamic height is computed by dividing the NAVD 88 EH1474.geopotential number by the normal gravity value computed on the EH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1474.degrees latitude (g = 980.6199 gals.). EH1474 EH1474.The modeled gravity was interpolated from observed gravity values. EH1474 EH1474; North East Units Estimated Accuracy EH1474;SPC AR S - 593,090. 483,740. MT (+/- 180 meters Scaled) EH1474 EH1474 SUPERSEDED SURVEY CONTROL EH1474 EH1474 NGVD 29 - 49.961 (m) 163.91 (f) ADJUSTED 1 2 EH1474 EH1474.Superseded values are not recommended for survey control. EH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1474.See file dsdata.txt to determine how the superseded data were derived. EH1474 EH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU756086(NAD 83) EH1474_MARKER: DD = SURVEY DISK EH1474_SETTING: 36 = ABUTMENT EH1474_STAMPING: 32 RWM 1965 EH1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1474 EH1474 HISTORY - Date Condition Report By EH1474 HISTORY - 1965 MONUMENTED USGS EH1474 HISTORY - 1976 GOOD NGS EH1474 HISTORY - 20030407 MARK NOT FOUND USACE EH1474 EH1474 STATION DESCRIPTION EH1474 EH1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1474'3.2 MI NE FROM ST CHARLES. EH1474'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE EH1474'WHITE RIVER AT ST. CHARLES, SET IN THE WEST END OF THE SOUTH CONCRETE EH1474'BRIDGE ABUTMENT OVER INDIAN BAY CREEK, AND 12 FEET WEST OF THE EH1474'CENTERLINE OF THE HIGHWAY. 1 FOOT ABOVE HIGHWAY. EH1474 EH1474 STATION RECOVERY (2003) EH1474 EH1474'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1474'NEW BRIDGE BUILT 1981, MARK ASSUMED DESTROYED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1314 *********************************************************************** EH1314 DESIGNATION - 6 W EH1314 PID - EH1314 EH1314 STATE/COUNTY- AR/ARKANSAS EH1314 USGS QUAD - GILLETT (1972) EH1314 EH1314 *CURRENT SURVEY CONTROL EH1314 ___________________________________________________________________ EH1314* NAD 83(1986)- 34 06 54. (N) 091 22 58. (W) SCALED EH1314* NAVD 88 - 56.803 (meters) 186.36 (feet) ADJUSTED EH1314 ___________________________________________________________________ EH1314 GEOID HEIGHT- -26.15 (meters) GEOID99 EH1314 DYNAMIC HT - 56.747 (meters) 186.18 (feet) COMP EH1314 MODELED GRAV- 979,656.1 (mgal) NAVD 88 EH1314 EH1314 VERT ORDER - FIRST CLASS II EH1314 EH1314.The horizontal coordinates were scaled from a topographic map and have EH1314.an estimated accuracy of +/- 6 seconds. EH1314 EH1314.The orthometric height was determined by differential leveling EH1314.and adjusted by the National Geodetic Survey in August 1993. EH1314 EH1314.The geoid height was determined by GEOID99. EH1314 EH1314.The dynamic height is computed by dividing the NAVD 88 EH1314.geopotential number by the normal gravity value computed on the EH1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1314.degrees latitude (g = 980.6199 gals.). EH1314 EH1314.The modeled gravity was interpolated from observed gravity values. EH1314 EH1314; North East Units Estimated Accuracy EH1314;SPC AR S - 560,810. 456,940. MT (+/- 180 meters Scaled) EH1314 EH1314 SUPERSEDED SURVEY CONTROL EH1314 EH1314 NGVD 29 - 56.931 (m) 186.78 (f) ADJUSTED 1 2 EH1314 EH1314.Superseded values are not recommended for survey control. EH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1314.See file dsdata.txt to determine how the superseded data were derived. EH1314 EH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491760(NAD 83) EH1314_MARKER: DD = SURVEY DISK EH1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1314_STAMPING: 6 W 1928 EH1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1314+STABILITY: SURFACE MOTION EH1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1314+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1314 EH1314 HISTORY - Date Condition Report By EH1314 HISTORY - 1928 MONUMENTED USGS EH1314 HISTORY - 1935 GOOD CGS EH1314 HISTORY - 1955 GOOD CGS EH1314 HISTORY - 20030417 GOOD USACE EH1314 EH1314 STATION DESCRIPTION EH1314 EH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EH1314'IN GILLETT. EH1314'180 FEET NORTH OF CENTER OF NORTH WALL OF GILLETT HIGH SCHOOL EH1314'BUILDING. 3 FEET EAST OF EAST EDGE OF NORTH-SOUTH SIDEWALK. 3 FEET EH1314'SOUTH OF SOUTH EDGE OF EAST-WEST SIDEWALK. CONCRETE POST SET IN NORTH EH1314'EDGE OF GILLETT HIGH SCHOOL YARD. EH1314 EH1314 STATION RECOVERY (1955) EH1314 EH1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 EH1314'RECOVERED IN GOOD CONDITION. EH1314 EH1314 STATION RECOVERY (2003) EH1314 EH1314'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1314'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1404 *********************************************************************** EH1404 DESIGNATION - A 115 EH1404 PID - EH1404 EH1404 STATE/COUNTY- AR/ARKANSAS EH1404 USGS QUAD - ALMYRA (1968) EH1404 EH1404 *CURRENT SURVEY CONTROL EH1404 ___________________________________________________________________ EH1404* NAD 83(1986)- 34 25 00. (N) 091 25 03. (W) SCALED EH1404* NAVD 88 - 62.066 (meters) 203.63 (feet) ADJUSTED EH1404 ___________________________________________________________________ EH1404 GEOID HEIGHT- -26.44 (meters) GEOID99 EH1404 DYNAMIC HT - 62.006 (meters) 203.43 (feet) COMP EH1404 MODELED GRAV- 979,674.1 (mgal) NAVD 88 EH1404 EH1404 VERT ORDER - FIRST CLASS II EH1404 EH1404.The horizontal coordinates were scaled from a topographic map and have EH1404.an estimated accuracy of +/- 6 seconds. EH1404 EH1404.The orthometric height was determined by differential leveling EH1404.and adjusted by the National Geodetic Survey in August 1993. EH1404 EH1404.The geoid height was determined by GEOID99. EH1404 EH1404.The dynamic height is computed by dividing the NAVD 88 EH1404.geopotential number by the normal gravity value computed on the EH1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1404.degrees latitude (g = 980.6199 gals.). EH1404 EH1404.The modeled gravity was interpolated from observed gravity values. EH1404 EH1404; North East Units Estimated Accuracy EH1404;SPC AR S - 594,250. 453,550. MT (+/- 180 meters Scaled) EH1404 EH1404 SUPERSEDED SURVEY CONTROL EH1404 EH1404 NGVD 29 - 62.123 (m) 203.82 (f) ADJUSTED 1 2 EH1404 EH1404.Superseded values are not recommended for survey control. EH1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1404.See file dsdata.txt to determine how the superseded data were derived. EH1404 EH1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454094(NAD 83) EH1404_MARKER: DB = BENCH MARK DISK EH1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1404_STAMPING: A 115 1954 EH1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1404+STABILITY: SURFACE MOTION EH1404 EH1404 HISTORY - Date Condition Report By EH1404 HISTORY - 1954 MONUMENTED CGS EH1404 HISTORY - 20030415 MARK NOT FOUND USACE EH1404 EH1404 STATION DESCRIPTION EH1404 EH1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1404'1.1 MI NW FROM ALMYRA. EH1404'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA EH1404'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, 160 FEET WEST OF THE EH1404'SOUTHWEST CORNER OF A CEMETERY, 126 FEET WEST OF THE CENTER LINE OF EH1404'THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, EH1404'7 FEET EAST OF TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 2 FEET EAST EH1404'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS EH1404'0.4 FOOT ABOVE THE GROUND. EH1404 EH1404 STATION RECOVERY (2003) EH1404 EH1404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1404'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1341 *********************************************************************** EH1341 DESIGNATION - A 226 EH1341 PID - EH1341 EH1341 STATE/COUNTY- AR/ARKANSAS EH1341 USGS QUAD - DE WITT (1968) EH1341 EH1341 *CURRENT SURVEY CONTROL EH1341 ___________________________________________________________________ EH1341* NAD 83(1986)- 34 16 55. (N) 091 20 31. (W) SCALED EH1341* NAVD 88 - 58.380 (meters) 191.53 (feet) ADJUSTED EH1341 ___________________________________________________________________ EH1341 GEOID HEIGHT- -26.33 (meters) GEOID99 EH1341 DYNAMIC HT - 58.324 (meters) 191.35 (feet) COMP EH1341 MODELED GRAV- 979,664.5 (mgal) NAVD 88 EH1341 EH1341 VERT ORDER - FIRST CLASS II EH1341 EH1341.The horizontal coordinates were scaled from a topographic map and have EH1341.an estimated accuracy of +/- 6 seconds. EH1341 EH1341.The orthometric height was determined by differential leveling EH1341.and adjusted by the National Geodetic Survey in August 1993. EH1341 EH1341.The geoid height was determined by GEOID99. EH1341 EH1341.The dynamic height is computed by dividing the NAVD 88 EH1341.geopotential number by the normal gravity value computed on the EH1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1341.degrees latitude (g = 980.6199 gals.). EH1341 EH1341.The modeled gravity was interpolated from observed gravity values. EH1341 EH1341; North East Units Estimated Accuracy EH1341;SPC AR S - 579,350. 460,590. MT (+/- 180 meters Scaled) EH1341 EH1341 SUPERSEDED SURVEY CONTROL EH1341 EH1341 NGVD 29 - 58.406 (m) 191.62 (f) ADJUSTED 1 2 EH1341 EH1341.Superseded values are not recommended for survey control. EH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1341.See file dsdata.txt to determine how the superseded data were derived. EH1341 EH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT526946(NAD 83) EH1341_MARKER: DB = BENCH MARK DISK EH1341_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1341+WITH SETTING: INTO GROUND EH1341_STAMPING: A 226 1976 EH1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1341+STABILITY: SURFACE MOTION EH1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1341+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1341 EH1341 HISTORY - Date Condition Report By EH1341 HISTORY - 1976 MONUMENTED NGS EH1341 HISTORY - 20030414 GOOD USACE EH1341 EH1341 STATION DESCRIPTION EH1341 EH1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1341'0.9 MI S FROM DEWITT. EH1341'0.9 MILE SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE EH1341'RAILROAD STATION AT DEWITT, 29 FEET SOUTH OF CENTERLINE OF WEST EH1341'THIRTEENTH STREET, 45.6 FEET WEST OF THE WEST RAIL, AND 4 FEET EAST OF EH1341'A POWERLINE POLE. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A EH1341'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 2 FEET BELOW EH1341'RAIL. EH1341 EH1341 STATION RECOVERY (2003) EH1341 EH1341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1341'RAILROAD ABANDONED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1305 *********************************************************************** EH1305 DESIGNATION - A 227 EH1305 PID - EH1305 EH1305 STATE/COUNTY- AR/ARKANSAS EH1305 USGS QUAD - ARKANSAS POST (1972) EH1305 EH1305 *CURRENT SURVEY CONTROL EH1305 ___________________________________________________________________ EH1305* NAD 83(1986)- 34 03 13. (N) 091 22 23. (W) SCALED EH1305* NAVD 88 - 54.058 (meters) 177.36 (feet) ADJUSTED EH1305 ___________________________________________________________________ EH1305 GEOID HEIGHT- -26.12 (meters) GEOID99 EH1305 DYNAMIC HT - 54.005 (meters) 177.18 (feet) COMP EH1305 MODELED GRAV- 979,654.3 (mgal) NAVD 88 EH1305 EH1305 VERT ORDER - FIRST CLASS II EH1305 EH1305.The horizontal coordinates were scaled from a topographic map and have EH1305.an estimated accuracy of +/- 6 seconds. EH1305 EH1305.The orthometric height was determined by differential leveling EH1305.and adjusted by the National Geodetic Survey in June 1991. EH1305 EH1305.The geoid height was determined by GEOID99. EH1305 EH1305.The dynamic height is computed by dividing the NAVD 88 EH1305.geopotential number by the normal gravity value computed on the EH1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1305.degrees latitude (g = 980.6199 gals.). EH1305 EH1305.The modeled gravity was interpolated from observed gravity values. EH1305 EH1305; North East Units Estimated Accuracy EH1305;SPC AR S - 554,010. 457,880. MT (+/- 180 meters Scaled) EH1305 EH1305 SUPERSEDED SURVEY CONTROL EH1305 EH1305 NGVD 29 - 54.120 (m) 177.56 (f) ADJUSTED 1 2 EH1305 EH1305.Superseded values are not recommended for survey control. EH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1305.See file dsdata.txt to determine how the superseded data were derived. EH1305 EH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501692(NAD 83) EH1305_MARKER: DB = BENCH MARK DISK EH1305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1305_STAMPING: A 227 1976 EH1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1305+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1305 EH1305 HISTORY - Date Condition Report By EH1305 HISTORY - 1976 MONUMENTED NGS EH1305 HISTORY - 20030417 GOOD USACE EH1305 EH1305 STATION DESCRIPTION EH1305 EH1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1305'4.45 MI S FROM GILLETT. EH1305'4.45 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1305'AVENUE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF THE HIGHWAY AND A EH1305'BLACKTOP DRIVEWAY LEADING WEST, 71 FEET WEST OF THE CENTER LINE OF THE EH1305'HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 42 FEET EH1305'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK AND WHITE FRAME HOUSE, EH1305'AND 10 FEET WEST OF A POWERLINE POLE WITH A STREET LAMP AND A GUY EH1305'WIRE. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 64 EH1305'FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT LEVEL WITH EH1305'HIGHWAY. EH1305 EH1305 STATION RECOVERY (2003) EH1305 EH1305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1305'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1414 *********************************************************************** EH1414 DESIGNATION - B 115 EH1414 PID - EH1414 EH1414 STATE/COUNTY- AR/ARKANSAS EH1414 USGS QUAD - ALMYRA (1968) EH1414 EH1414 *CURRENT SURVEY CONTROL EH1414 ___________________________________________________________________ EH1414* NAD 83(1986)- 34 26 46. (N) 091 24 58. (W) SCALED EH1414* NAVD 88 - 61.337 (meters) 201.24 (feet) ADJUSTED EH1414 ___________________________________________________________________ EH1414 GEOID HEIGHT- -26.48 (meters) GEOID99 EH1414 DYNAMIC HT - 61.278 (meters) 201.04 (feet) COMP EH1414 MODELED GRAV- 979,675.7 (mgal) NAVD 88 EH1414 EH1414 VERT ORDER - FIRST CLASS II EH1414 EH1414.The horizontal coordinates were scaled from a topographic map and have EH1414.an estimated accuracy of +/- 6 seconds. EH1414 EH1414.The orthometric height was determined by differential leveling EH1414.and adjusted by the National Geodetic Survey in August 1993. EH1414 EH1414.The geoid height was determined by GEOID99. EH1414 EH1414.The dynamic height is computed by dividing the NAVD 88 EH1414.geopotential number by the normal gravity value computed on the EH1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1414.degrees latitude (g = 980.6199 gals.). EH1414 EH1414.The modeled gravity was interpolated from observed gravity values. EH1414 EH1414; North East Units Estimated Accuracy EH1414;SPC AR S - 597,520. 453,660. MT (+/- 180 meters Scaled) EH1414 EH1414 SUPERSEDED SURVEY CONTROL EH1414 EH1414 NGVD 29 - 61.391 (m) 201.41 (f) ADJUSTED 1 2 EH1414 EH1414.Superseded values are not recommended for survey control. EH1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1414.See file dsdata.txt to determine how the superseded data were derived. EH1414 EH1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455127(NAD 83) EH1414_MARKER: DB = BENCH MARK DISK EH1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1414_STAMPING: B 115 1954 EH1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1414+STABILITY: SURFACE MOTION EH1414 EH1414 HISTORY - Date Condition Report By EH1414 HISTORY - 1954 MONUMENTED CGS EH1414 HISTORY - 20030415 POOR USACE EH1414 EH1414 STATION DESCRIPTION EH1414 EH1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1414'3.1 MI N FROM ALMYRA. EH1414'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA, EH1414'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 30, 46 FEET EAST OF THE EH1414'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF AN EH1414'EAST AND WEST ROAD, 18 FEET EAST OF A POWER POLE, 2 FEET WEST OF A EH1414'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 EH1414'FOOT ABOVE THE GROUND. EH1414 EH1414 STATION RECOVERY (2003) EH1414 EH1414'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1414'CONCRETE SLAB FOUND, BUT DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1324 *********************************************************************** EH1324 DESIGNATION - B 117 EH1324 PID - EH1324 EH1324 STATE/COUNTY- AR/ARKANSAS EH1324 USGS QUAD - TICHNOR (1972) EH1324 EH1324 *CURRENT SURVEY CONTROL EH1324 ___________________________________________________________________ EH1324* NAD 83(1986)- 34 10 40. (N) 091 21 47. (W) SCALED EH1324* NAVD 88 - 57.119 (meters) 187.40 (feet) ADJUSTED EH1324 ___________________________________________________________________ EH1324 GEOID HEIGHT- -26.21 (meters) GEOID99 EH1324 DYNAMIC HT - 57.063 (meters) 187.21 (feet) COMP EH1324 MODELED GRAV- 979,658.9 (mgal) NAVD 88 EH1324 EH1324 VERT ORDER - FIRST CLASS II EH1324 EH1324.The horizontal coordinates were scaled from a topographic map and have EH1324.an estimated accuracy of +/- 6 seconds. EH1324 EH1324.The orthometric height was determined by differential leveling EH1324.and adjusted by the National Geodetic Survey in August 1993. EH1324.WARNING-Repeat measurements at this control monument indicate possible EH1324.vertical movement. EH1324 EH1324.The geoid height was determined by GEOID99. EH1324 EH1324.The dynamic height is computed by dividing the NAVD 88 EH1324.geopotential number by the normal gravity value computed on the EH1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1324.degrees latitude (g = 980.6199 gals.). EH1324 EH1324.The modeled gravity was interpolated from observed gravity values. EH1324 EH1324; North East Units Estimated Accuracy EH1324;SPC AR S - 567,780. 458,720. MT (+/- 180 meters Scaled) EH1324 EH1324 SUPERSEDED SURVEY CONTROL EH1324 EH1324 NGVD 29 - 57.159 (m) 187.53 (f) ADJUSTED 1 2 EH1324 EH1324.Superseded values are not recommended for survey control. EH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1324.See file dsdata.txt to determine how the superseded data were derived. EH1324 EH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT508830(NAD 83) EH1324_MARKER: DB = BENCH MARK DISK EH1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1324_STAMPING: B 117 1955 EH1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1324+STABILITY: SURFACE MOTION EH1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1324+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 EH1324 EH1324 HISTORY - Date Condition Report By EH1324 HISTORY - 1955 MONUMENTED CGS EH1324 HISTORY - 1976 GOOD NGS EH1324 HISTORY - 20030416 GOOD USACE EH1324 EH1324 STATION DESCRIPTION EH1324 EH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1324'4.1 MI N FROM GILLETT. EH1324'4.1 MILES NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1324'STATION AT GILLETT, 12 POLES NORTH OF MILEPOST 264, AT A ROAD EH1324'CROSSING, 39 FEET EAST OF THE EAST RAIL, 22 FEET SOUTH OF THE CENTER EH1324'LINE OF A ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A EH1324'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 EH1324'FOOT ABOVE THE GROUND. EH1324 EH1324 STATION RECOVERY (1976) EH1324 EH1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1324'RECOVERED IN GOOD CONDITION. EH1324 EH1324 STATION RECOVERY (2003) EH1324 EH1324'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1324'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1337 *********************************************************************** EH1337 DESIGNATION - B 226 EH1337 PID - EH1337 EH1337 STATE/COUNTY- AR/ARKANSAS EH1337 USGS QUAD - DE WITT (1968) EH1337 EH1337 *CURRENT SURVEY CONTROL EH1337 ___________________________________________________________________ EH1337* NAD 83(1986)- 34 15 10. (N) 091 20 52. (W) SCALED EH1337* NAVD 88 - 58.733 (meters) 192.69 (feet) ADJUSTED EH1337 ___________________________________________________________________ EH1337 GEOID HEIGHT- -26.30 (meters) GEOID99 EH1337 DYNAMIC HT - 58.676 (meters) 192.51 (feet) COMP EH1337 MODELED GRAV- 979,662.9 (mgal) NAVD 88 EH1337 EH1337 VERT ORDER - FIRST CLASS II EH1337 EH1337.The horizontal coordinates were scaled from a topographic map and have EH1337.an estimated accuracy of +/- 6 seconds. EH1337 EH1337.The orthometric height was determined by differential leveling EH1337.and adjusted by the National Geodetic Survey in August 1993. EH1337 EH1337.The geoid height was determined by GEOID99. EH1337 EH1337.The dynamic height is computed by dividing the NAVD 88 EH1337.geopotential number by the normal gravity value computed on the EH1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1337.degrees latitude (g = 980.6199 gals.). EH1337 EH1337.The modeled gravity was interpolated from observed gravity values. EH1337 EH1337; North East Units Estimated Accuracy EH1337;SPC AR S - 576,110. 460,070. MT (+/- 180 meters Scaled) EH1337 EH1337 SUPERSEDED SURVEY CONTROL EH1337 EH1337 NGVD 29 - 58.763 (m) 192.79 (f) ADJUSTED 1 2 EH1337 EH1337.Superseded values are not recommended for survey control. EH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1337.See file dsdata.txt to determine how the superseded data were derived. EH1337 EH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT521914(NAD 83) EH1337_MARKER: DB = BENCH MARK DISK EH1337_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1337+WITH SETTING: INTO GROUND EH1337_STAMPING: B 226 1976 EH1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1337+STABILITY: SURFACE MOTION EH1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1337+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1337 EH1337 HISTORY - Date Condition Report By EH1337 HISTORY - 1976 MONUMENTED NGS EH1337 HISTORY - 20030414 GOOD USACE EH1337 EH1337 STATION DESCRIPTION EH1337 EH1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1337'2.9 MI S FROM DEWITT. EH1337'2.9 MILES SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE EH1337'RAILROAD STATION IN DEWITT, 20 FEET SOUTH OF THE CENTER OF A BLACKTOP EH1337'ROAD, 13.7 FEET NORTHEAST OF A UNDERGROUND CABLE JUNCTION BOX, AND 15 EH1337'FEET WEST OF THE WEST RAIL. A DISK ON TOP OF A COPPER-COATED STEEL EH1337'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +4 INCHES. ABOUT EH1337'LEVEL WITH RAIL 2 FEET NORTH OF A WITNESS POST. EH1337 EH1337 STATION RECOVERY (2003) EH1337 EH1337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1337'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1322 *********************************************************************** EH1322 DESIGNATION - C 226 EH1322 PID - EH1322 EH1322 STATE/COUNTY- AR/ARKANSAS EH1322 USGS QUAD - TICHNOR (1972) EH1322 EH1322 *CURRENT SURVEY CONTROL EH1322 ___________________________________________________________________ EH1322* NAD 83(1986)- 34 09 50. (N) 091 21 56. (W) SCALED EH1322* NAVD 88 - 56.800 (meters) 186.35 (feet) ADJUSTED EH1322 ___________________________________________________________________ EH1322 GEOID HEIGHT- -26.20 (meters) GEOID99 EH1322 DYNAMIC HT - 56.744 (meters) 186.17 (feet) COMP EH1322 MODELED GRAV- 979,658.2 (mgal) NAVD 88 EH1322 EH1322 VERT ORDER - FIRST CLASS II EH1322 EH1322.The horizontal coordinates were scaled from a topographic map and have EH1322.an estimated accuracy of +/- 6 seconds. EH1322 EH1322.The orthometric height was determined by differential leveling EH1322.and adjusted by the National Geodetic Survey in August 1993. EH1322 EH1322.The geoid height was determined by GEOID99. EH1322 EH1322.The dynamic height is computed by dividing the NAVD 88 EH1322.geopotential number by the normal gravity value computed on the EH1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1322.degrees latitude (g = 980.6199 gals.). EH1322 EH1322.The modeled gravity was interpolated from observed gravity values. EH1322 EH1322; North East Units Estimated Accuracy EH1322;SPC AR S - 566,240. 458,500. MT (+/- 180 meters Scaled) EH1322 EH1322 SUPERSEDED SURVEY CONTROL EH1322 EH1322 NGVD 29 - 56.841 (m) 186.49 (f) ADJUSTED 1 2 EH1322 EH1322.Superseded values are not recommended for survey control. EH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1322.See file dsdata.txt to determine how the superseded data were derived. EH1322 EH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT506815(NAD 83) EH1322_MARKER: DB = BENCH MARK DISK EH1322_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1322+WITH SETTING: INTO GROUND EH1322_STAMPING: C 226 1976 EH1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1322+STABILITY: SURFACE MOTION EH1322 EH1322 HISTORY - Date Condition Report By EH1322 HISTORY - 1976 MONUMENTED NGS EH1322 HISTORY - 20030416 POOR USACE EH1322 EH1322 STATION DESCRIPTION EH1322 EH1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1322'3.1 MI N FROM GILLETT. EH1322'3.1 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE EH1322'JUNCTION OF FRONT STREET AT GILLETT, AT THE SOUTHEAST CORNER OF THE EH1322'JUNCTION OF THE RAILROAD AND A GRAVEL ROAD, 61 FEET EAST OF THE EAST EH1322'RAIL, 26 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 18.5 FEET EH1322'EAST OF THE CENTERLINE OF A DIRT ROAD THAT PARALLELS THE TRACK, AND 4 EH1322'FEET EAST OF A POWER LINE POLE. A DISK ON TOP OF A COPPER-COATED EH1322'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES. EH1322'ABOUT LEVEL WITH RAIL 5 FEET NORTHEAST OF A WITNESS POST. EH1322 EH1322 STATION RECOVERY (2003) EH1322 EH1322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1322'ROD WAS FOUND AT EDGE OF DITCH, DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1405 *********************************************************************** EH1405 DESIGNATION - D 115 EH1405 PID - EH1405 EH1405 STATE/COUNTY- AR/ARKANSAS EH1405 USGS QUAD - ALMYRA (1968) EH1405 EH1405 *CURRENT SURVEY CONTROL EH1405 ___________________________________________________________________ EH1405* NAD 83(1986)- 34 25 00. (N) 091 26 05. (W) SCALED EH1405* NAVD 88 - 63.008 (meters) 206.72 (feet) ADJUSTED EH1405 ___________________________________________________________________ EH1405 GEOID HEIGHT- -26.43 (meters) GEOID99 EH1405 DYNAMIC HT - 62.948 (meters) 206.52 (feet) COMP EH1405 MODELED GRAV- 979,674.3 (mgal) NAVD 88 EH1405 EH1405 VERT ORDER - FIRST CLASS II EH1405 EH1405.The horizontal coordinates were scaled from a topographic map and have EH1405.an estimated accuracy of +/- 6 seconds. EH1405 EH1405.The orthometric height was determined by differential leveling EH1405.and adjusted by the National Geodetic Survey in August 1993. EH1405 EH1405.The geoid height was determined by GEOID99. EH1405 EH1405.The dynamic height is computed by dividing the NAVD 88 EH1405.geopotential number by the normal gravity value computed on the EH1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1405.degrees latitude (g = 980.6199 gals.). EH1405 EH1405.The modeled gravity was interpolated from observed gravity values. EH1405 EH1405; North East Units Estimated Accuracy EH1405;SPC AR S - 594,240. 451,960. MT (+/- 180 meters Scaled) EH1405 EH1405 SUPERSEDED SURVEY CONTROL EH1405 EH1405 NGVD 29 - 63.064 (m) 206.90 (f) ADJUSTED 1 2 EH1405 EH1405.Superseded values are not recommended for survey control. EH1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1405.See file dsdata.txt to determine how the superseded data were derived. EH1405 EH1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438094(NAD 83) EH1405_MARKER: DB = BENCH MARK DISK EH1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1405_STAMPING: D 115 1954 EH1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1405+STABILITY: SURFACE MOTION EH1405 EH1405 HISTORY - Date Condition Report By EH1405 HISTORY - 1954 MONUMENTED CGS EH1405 HISTORY - 20030415 POOR USACE EH1405 HISTORY - 20030415 MARK NOT FOUND USACE EH1405 EH1405 STATION DESCRIPTION EH1405 EH1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1405'2.1 MI W FROM ALMYRA. EH1405'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA, EH1405'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 1.0 MILE WEST EH1405'ALONG A GRAVELED ROAD, 136 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A EH1405'FARMHOUSE, 42 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, EH1405'26 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5 FEET EH1405'NORTH OF A TELEPHONE POLE, 1.4 FEET WEST OF A FENCE, SET IN THE TOP OF EH1405'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. EH1405 EH1405 STATION RECOVERY (2003) EH1405 EH1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1405'MARK RECOVERED IN POOR CONDITION. EH1405 EH1405 STATION RECOVERY (2003) EH1405 EH1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1405'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1316 *********************************************************************** EH1316 DESIGNATION - D 117 EH1316 PID - EH1316 EH1316 STATE/COUNTY- AR/ARKANSAS EH1316 USGS QUAD - TICHNOR (1972) EH1316 EH1316 *CURRENT SURVEY CONTROL EH1316 ___________________________________________________________________ EH1316* NAD 83(1986)- 34 07 40. (N) 091 22 20. (W) SCALED EH1316* NAVD 88 - 57.625 (meters) 189.06 (feet) ADJUSTED EH1316 ___________________________________________________________________ EH1316 GEOID HEIGHT- -26.17 (meters) GEOID99 EH1316 DYNAMIC HT - 57.568 (meters) 188.87 (feet) COMP EH1316 MODELED GRAV- 979,656.5 (mgal) NAVD 88 EH1316 EH1316 VERT ORDER - FIRST CLASS II EH1316 EH1316.The horizontal coordinates were scaled from a topographic map and have EH1316.an estimated accuracy of +/- 6 seconds. EH1316 EH1316.The orthometric height was determined by differential leveling EH1316.and adjusted by the National Geodetic Survey in August 1993. EH1316.WARNING-Repeat measurements at this control monument indicate possible EH1316.vertical movement. EH1316 EH1316.The geoid height was determined by GEOID99. EH1316 EH1316.The dynamic height is computed by dividing the NAVD 88 EH1316.geopotential number by the normal gravity value computed on the EH1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1316.degrees latitude (g = 980.6199 gals.). EH1316 EH1316.The modeled gravity was interpolated from observed gravity values. EH1316 EH1316; North East Units Estimated Accuracy EH1316;SPC AR S - 562,230. 457,910. MT (+/- 180 meters Scaled) EH1316 EH1316 SUPERSEDED SURVEY CONTROL EH1316 EH1316 NGVD 29 - 57.669 (m) 189.20 (f) ADJUSTED 1 2 EH1316 EH1316.Superseded values are not recommended for survey control. EH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1316.See file dsdata.txt to determine how the superseded data were derived. EH1316 EH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501775(NAD 83) EH1316_MARKER: DB = BENCH MARK DISK EH1316_SETTING: 30 = CONCRETE BASE EH1316_STAMPING: D 117 1955 EH1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1316+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 EH1316 EH1316 HISTORY - Date Condition Report By EH1316 HISTORY - 1955 MONUMENTED CGS EH1316 HISTORY - 1976 GOOD NGS EH1316 HISTORY - 20030416 GOOD USACE EH1316 EH1316 STATION DESCRIPTION EH1316 EH1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1316'0.6 MI N FROM GILLETT. EH1316'0.6 MILE NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1316'STATION AT GILLETT, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE EH1316'BASE OF THE SOUTHWEST LEG OF THE WATER TOWER AT THE BAUER ELEVATOR EH1316'COMPANY, 2.0 FEET ABOVE THE GROUND. EH1316 EH1316 STATION RECOVERY (1976) EH1316 EH1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1316'RECOVERED IN GOOD CONDITION. EH1316 EH1316 STATION RECOVERY (2003) EH1316 EH1316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1316'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1320 *********************************************************************** EH1320 DESIGNATION - D 226 EH1320 PID - EH1320 EH1320 STATE/COUNTY- AR/ARKANSAS EH1320 USGS QUAD - TICHNOR (1972) EH1320 EH1320 *CURRENT SURVEY CONTROL EH1320 ___________________________________________________________________ EH1320* NAD 83(1986)- 34 08 58. (N) 091 22 08. (W) SCALED EH1320* NAVD 88 - 56.136 (meters) 184.17 (feet) ADJUSTED EH1320 ___________________________________________________________________ EH1320 GEOID HEIGHT- -26.19 (meters) GEOID99 EH1320 DYNAMIC HT - 56.081 (meters) 183.99 (feet) COMP EH1320 MODELED GRAV- 979,657.5 (mgal) NAVD 88 EH1320 EH1320 VERT ORDER - FIRST CLASS II EH1320 EH1320.The horizontal coordinates were scaled from a topographic map and have EH1320.an estimated accuracy of +/- 6 seconds. EH1320 EH1320.The orthometric height was determined by differential leveling EH1320.and adjusted by the National Geodetic Survey in August 1993. EH1320 EH1320.The geoid height was determined by GEOID99. EH1320 EH1320.The dynamic height is computed by dividing the NAVD 88 EH1320.geopotential number by the normal gravity value computed on the EH1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1320.degrees latitude (g = 980.6199 gals.). EH1320 EH1320.The modeled gravity was interpolated from observed gravity values. EH1320 EH1320; North East Units Estimated Accuracy EH1320;SPC AR S - 564,640. 458,200. MT (+/- 180 meters Scaled) EH1320 EH1320 SUPERSEDED SURVEY CONTROL EH1320 EH1320 NGVD 29 - 56.179 (m) 184.31 (f) ADJUSTED 1 2 EH1320 EH1320.Superseded values are not recommended for survey control. EH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1320.See file dsdata.txt to determine how the superseded data were derived. EH1320 EH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT503799(NAD 83) EH1320_MARKER: DB = BENCH MARK DISK EH1320_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1320+WITH SETTING: INTO GROUND EH1320_STAMPING: D 226 1976 EH1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1320+STABILITY: SURFACE MOTION EH1320 EH1320 HISTORY - Date Condition Report By EH1320 HISTORY - 1976 MONUMENTED NGS EH1320 HISTORY - 20030416 MARK NOT FOUND USACE EH1320 EH1320 STATION DESCRIPTION EH1320 EH1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1320'2.0 MI N FROM GILLETT. EH1320'2.0 MILES NORTH ALONG THE SAINT LEWIS SOUTHWESTERN RAILROAD FROM THE EH1320'JUNCTION OF FRONT STREET AT GILLETT, AT THE SOUTHWEST CORNER OF THE EH1320'JUNCTION OF AN EAST-WEST DIRT ROAD, 90.1 FEET WEST OF A POWER LINE EH1320'POLE, 18.2 FEET WEST OF THE WEST RAIL, AND 15 FEET SOUTH OF THE EH1320'CENTERLINE OF THE ROAD. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO EH1320'A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES. 1 FOOT EH1320'BELOW RAIL 2 FEET WEST OF A WITNESS POST. EH1320 EH1320 STATION RECOVERY (2003) EH1320 EH1320'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1320'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1363 *********************************************************************** EH1363 DESIGNATION - D 57 EH1363 PID - EH1363 EH1363 STATE/COUNTY- AR/ARKANSAS EH1363 USGS QUAD - ALMYRA (1968) EH1363 EH1363 *CURRENT SURVEY CONTROL EH1363 ___________________________________________________________________ EH1363* NAD 83(1986)- 34 26 08. (N) 091 26 48. (W) SCALED EH1363* NAVD 88 - 62.174 (meters) 203.98 (feet) ADJUSTED EH1363 ___________________________________________________________________ EH1363 GEOID HEIGHT- -26.44 (meters) GEOID99 EH1363 DYNAMIC HT - 62.114 (meters) 203.79 (feet) COMP EH1363 MODELED GRAV- 979,675.6 (mgal) NAVD 88 EH1363 EH1363 VERT ORDER - FIRST CLASS II EH1363 EH1363.The horizontal coordinates were scaled from a topographic map and have EH1363.an estimated accuracy of +/- 6 seconds. EH1363 EH1363.The orthometric height was determined by differential leveling EH1363.and adjusted by the National Geodetic Survey in August 1993. EH1363.WARNING-Repeat measurements at this control monument indicate possible EH1363.vertical movement. EH1363 EH1363.The geoid height was determined by GEOID99. EH1363 EH1363.The dynamic height is computed by dividing the NAVD 88 EH1363.geopotential number by the normal gravity value computed on the EH1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1363.degrees latitude (g = 980.6199 gals.). EH1363 EH1363.The modeled gravity was interpolated from observed gravity values. EH1363 EH1363; North East Units Estimated Accuracy EH1363;SPC AR S - 596,330. 450,850. MT (+/- 180 meters Scaled) EH1363 EH1363 SUPERSEDED SURVEY CONTROL EH1363 EH1363 NGVD 29 - 62.226 (m) 204.15 (f) ADJUSTED 1 2 EH1363 EH1363.Superseded values are not recommended for survey control. EH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1363.See file dsdata.txt to determine how the superseded data were derived. EH1363 EH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427115(NAD 83) EH1363_MARKER: DB = BENCH MARK DISK EH1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1363_STAMPING: D-57 1935 EH1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1363+STABILITY: SURFACE MOTION EH1363 EH1363 HISTORY - Date Condition Report By EH1363 HISTORY - 1935 MONUMENTED CGS EH1363 HISTORY - 1954 GOOD CGS EH1363 HISTORY - 20030415 MARK NOT FOUND USACE EH1363 EH1363 STATION DESCRIPTION EH1363 EH1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EH1363'3.3 MI NW FROM ALMYRA. EH1363'3.3 MILES NORTHWEST, ALONG ST. L. AND SW. RY. FROM STATION. ABOUT EH1363'1200 FEET NORTHWEST OF NORTH-SOUTH DIRT ROAD CROSSING. 350 FEET EH1363'SOUTHEAST OF M.P. 241-10. ABOUT 225 FEET SOUTHEAST OF WOODEN RAILWAY EH1363'TRESTLE NO. 4 OVER DRAINAGE DITCH. 38.4 FEET SOUTHWEST OF CENTERLINE EH1363'OF ST. LOUIS SOUTHWESTERN RY. 5.2 FEET SOUTHEAST OF TELEGRAPH POLE. EH1363'TABLET SET IN PRECAST CONCRETE POST. EH1363 EH1363 STATION RECOVERY (1954) EH1363 EH1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 EH1363'RECOVERED IN GOOD CONDITION. EH1363 EH1363 STATION RECOVERY (2003) EH1363 EH1363'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1363'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1312 *********************************************************************** EH1312 DESIGNATION - E 226 EH1312 PID - EH1312 EH1312 STATE/COUNTY- AR/ARKANSAS EH1312 USGS QUAD - ARKANSAS POST (1972) EH1312 EH1312 *CURRENT SURVEY CONTROL EH1312 ___________________________________________________________________ EH1312* NAD 83(1986)- 34 06 17. (N) 091 22 21. (W) SCALED EH1312* NAVD 88 - 55.047 (meters) 180.60 (feet) ADJUSTED EH1312 ___________________________________________________________________ EH1312 GEOID HEIGHT- -26.15 (meters) GEOID99 EH1312 DYNAMIC HT - 54.993 (meters) 180.42 (feet) COMP EH1312 MODELED GRAV- 979,655.6 (mgal) NAVD 88 EH1312 EH1312 VERT ORDER - FIRST CLASS II EH1312 EH1312.The horizontal coordinates were scaled from a topographic map and have EH1312.an estimated accuracy of +/- 6 seconds. EH1312 EH1312.The orthometric height was determined by differential leveling EH1312.and adjusted by the National Geodetic Survey in August 1993. EH1312 EH1312.The geoid height was determined by GEOID99. EH1312 EH1312.The dynamic height is computed by dividing the NAVD 88 EH1312.geopotential number by the normal gravity value computed on the EH1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1312.degrees latitude (g = 980.6199 gals.). EH1312 EH1312.The modeled gravity was interpolated from observed gravity values. EH1312 EH1312; North East Units Estimated Accuracy EH1312;SPC AR S - 559,680. 457,900. MT (+/- 180 meters Scaled) EH1312 EH1312 SUPERSEDED SURVEY CONTROL EH1312 EH1312 NGVD 29 - 55.096 (m) 180.76 (f) ADJUSTED 1 2 EH1312 EH1312.Superseded values are not recommended for survey control. EH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1312.See file dsdata.txt to determine how the superseded data were derived. EH1312 EH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501749(NAD 83) EH1312_MARKER: DB = BENCH MARK DISK EH1312_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1312+WITH SETTING: INTO GROUND EH1312_STAMPING: E 226 1976 EH1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1312+STABILITY: SURFACE MOTION EH1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1312+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1312 EH1312 HISTORY - Date Condition Report By EH1312 HISTORY - 1976 MONUMENTED NGS EH1312 HISTORY - 20030417 GOOD USACE EH1312 EH1312 STATION DESCRIPTION EH1312 EH1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1312'0.8 MI S FROM GILLET. EH1312'0.8 MILE SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1312'AVENUE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING EH1312'WEST, 62 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF EH1312'THE CENTERLINE OF THE DIRT ROAD, AND 4 FEET SOUTH OF A POWERLINE POLE. EH1312'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET EH1312'ENCASED IN A PIPE PROJECTING +1 INCHES. ABOUT LEVEL WITH HIGHWAY 3 EH1312'FEET NORTH OF A WITNESS POST. EH1312 EH1312 STATION RECOVERY (2003) EH1312 EH1312'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1312'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1411 *********************************************************************** EH1411 DESIGNATION - E 57 EH1411 PID - EH1411 EH1411 STATE/COUNTY- AR/ARKANSAS EH1411 USGS QUAD - ALMYRA (1968) EH1411 EH1411 *CURRENT SURVEY CONTROL EH1411 ___________________________________________________________________ EH1411* NAD 83(1986)- 34 25 21. (N) 091 25 01. (W) SCALED EH1411* NAVD 88 - 63.054 (meters) 206.87 (feet) ADJUSTED EH1411 ___________________________________________________________________ EH1411 GEOID HEIGHT- -26.45 (meters) GEOID99 EH1411 DYNAMIC HT - 62.993 (meters) 206.67 (feet) COMP EH1411 MODELED GRAV- 979,674.4 (mgal) NAVD 88 EH1411 EH1411 VERT ORDER - FIRST CLASS II EH1411 EH1411.The horizontal coordinates were scaled from a topographic map and have EH1411.an estimated accuracy of +/- 6 seconds. EH1411 EH1411.The orthometric height was determined by differential leveling EH1411.and adjusted by the National Geodetic Survey in August 1993. EH1411.WARNING-Repeat measurements at this control monument indicate possible EH1411.vertical movement. EH1411 EH1411.The geoid height was determined by GEOID99. EH1411 EH1411.The dynamic height is computed by dividing the NAVD 88 EH1411.geopotential number by the normal gravity value computed on the EH1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1411.degrees latitude (g = 980.6199 gals.). EH1411 EH1411.The modeled gravity was interpolated from observed gravity values. EH1411 EH1411; North East Units Estimated Accuracy EH1411;SPC AR S - 594,900. 453,590. MT (+/- 180 meters Scaled) EH1411 EH1411 SUPERSEDED SURVEY CONTROL EH1411 EH1411 NGVD 29 - 63.111 (m) 207.06 (f) ADJUSTED 1 2 EH1411 EH1411.Superseded values are not recommended for survey control. EH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1411.See file dsdata.txt to determine how the superseded data were derived. EH1411 EH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454101(NAD 83) EH1411_MARKER: DB = BENCH MARK DISK EH1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1411_STAMPING: E-57 1935 EH1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1411+STABILITY: SURFACE MOTION EH1411 EH1411 HISTORY - Date Condition Report By EH1411 HISTORY - 1935 MONUMENTED CGS EH1411 HISTORY - 1954 GOOD CGS EH1411 HISTORY - 20030415 MARK NOT FOUND USACE EH1411 EH1411 STATION DESCRIPTION EH1411 EH1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EH1411'1.4 MI NW FROM ALMYRA. EH1411'1.4 MILES NORTHWEST OF, ALONG ST. L. AND SW. RY FROM STATION. ABOUT EH1411'108 FEET SOUTHEAST OF M.P. 243-10. 36.5 FEET SOUTHWEST OF CENTERLINE EH1411'OF ST. LOUIS SOUTHWESTERN RY. 34.8 FEET WEST OF CENTERLINE OF ST. HY. EH1411'NO. 30. 22.4 FEET NORTH OF TELEPHONE POLE 388. 3.8 FEET NORTHWEST OF EH1411'SOUTHEAST CORNER OF FENCE. TABLET SET IN PRECAST CONCRETE POST. EH1411 EH1411 STATION RECOVERY (1954) EH1411 EH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 EH1411'RECOVERED IN GOOD CONDITION. EH1411 EH1411 STATION RECOVERY (2003) EH1411 EH1411'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1411'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1407 *********************************************************************** EH1407 DESIGNATION - F 115 EH1407 PID - EH1407 EH1407 STATE/COUNTY- AR/ARKANSAS EH1407 USGS QUAD - ALMYRA (1968) EH1407 EH1407 *CURRENT SURVEY CONTROL EH1407 ___________________________________________________________________ EH1407* NAD 83(1986)- 34 25 00. (N) 091 27 53. (W) SCALED EH1407* NAVD 88 - 63.513 (meters) 208.38 (feet) ADJUSTED EH1407 ___________________________________________________________________ EH1407 GEOID HEIGHT- -26.41 (meters) GEOID99 EH1407 DYNAMIC HT - 63.452 (meters) 208.18 (feet) COMP EH1407 MODELED GRAV- 979,674.8 (mgal) NAVD 88 EH1407 EH1407 VERT ORDER - FIRST CLASS II EH1407 EH1407.This mark is at Almyra Airport (M73) EH1407 EH1407.The horizontal coordinates were scaled from a topographic map and have EH1407.an estimated accuracy of +/- 6 seconds. EH1407 EH1407.The orthometric height was determined by differential leveling EH1407.and adjusted by the National Geodetic Survey in August 1993. EH1407 EH1407.The geoid height was determined by GEOID99. EH1407 EH1407.The dynamic height is computed by dividing the NAVD 88 EH1407.geopotential number by the normal gravity value computed on the EH1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1407.degrees latitude (g = 980.6199 gals.). EH1407 EH1407.The modeled gravity was interpolated from observed gravity values. EH1407 EH1407; North East Units Estimated Accuracy EH1407;SPC AR S - 594,230. 449,210. MT (+/- 180 meters Scaled) EH1407 EH1407 SUPERSEDED SURVEY CONTROL EH1407 EH1407 NGVD 29 - 63.570 (m) 208.56 (f) ADJUSTED 1 2 EH1407 EH1407.Superseded values are not recommended for survey control. EH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1407.See file dsdata.txt to determine how the superseded data were derived. EH1407 EH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410094(NAD 83) EH1407_MARKER: DB = BENCH MARK DISK EH1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1407_STAMPING: F 115 1954 EH1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1407+STABILITY: SURFACE MOTION EH1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1407+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 EH1407 EH1407 HISTORY - Date Condition Report By EH1407 HISTORY - 1954 MONUMENTED CGS EH1407 HISTORY - 20030415 GOOD USACE EH1407 EH1407 STATION DESCRIPTION EH1407 EH1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1407'3.9 MI W FROM ALMYRA. EH1407'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA, EH1407'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 2.8 MILES WEST EH1407'ALONG A GRAVELED ROAD, 107 FEET NORTH OF THE NORTHWEST CORNER OF THE EH1407'NORTH HANGAR AT THE ALMYRA AIRPORT, 46 FEET SOUTH OF THE CENTER LINE EH1407'OF AN EAST AND WEST ROAD, 25 FEET EAST OF THE CENTER OF THE ENTRANCE EH1407'TO THE AIRPORT, 1.3 FEET SOUTH OF A FENCE, 9 FEET WEST OF A WITNESS EH1407'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE EH1407'THE GROUND. EH1407 EH1407 STATION RECOVERY (2003) EH1407 EH1407'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1407'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1310 *********************************************************************** EH1310 DESIGNATION - F 117 EH1310 PID - EH1310 EH1310 STATE/COUNTY- AR/ARKANSAS EH1310 USGS QUAD - ARKANSAS POST (1972) EH1310 EH1310 *CURRENT SURVEY CONTROL EH1310 ___________________________________________________________________ EH1310* NAD 83(1986)- 34 05 23. (N) 091 22 20. (W) SCALED EH1310* NAVD 88 - 55.891 (meters) 183.37 (feet) ADJUSTED EH1310 ___________________________________________________________________ EH1310 GEOID HEIGHT- -26.14 (meters) GEOID99 EH1310 DYNAMIC HT - 55.836 (meters) 183.19 (feet) COMP EH1310 MODELED GRAV- 979,655.1 (mgal) NAVD 88 EH1310 EH1310 VERT ORDER - FIRST CLASS II EH1310 EH1310.The horizontal coordinates were scaled from a topographic map and have EH1310.an estimated accuracy of +/- 6 seconds. EH1310 EH1310.The orthometric height was determined by differential leveling EH1310.and adjusted by the National Geodetic Survey in August 1993. EH1310.WARNING-Repeat measurements at this control monument indicate possible EH1310.vertical movement. EH1310 EH1310.The geoid height was determined by GEOID99. EH1310 EH1310.The dynamic height is computed by dividing the NAVD 88 EH1310.geopotential number by the normal gravity value computed on the EH1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1310.degrees latitude (g = 980.6199 gals.). EH1310 EH1310.The modeled gravity was interpolated from observed gravity values. EH1310 EH1310; North East Units Estimated Accuracy EH1310;SPC AR S - 558,010. 457,930. MT (+/- 180 meters Scaled) EH1310 EH1310 SUPERSEDED SURVEY CONTROL EH1310 EH1310 NGVD 29 - 55.944 (m) 183.54 (f) ADJUSTED 1 2 EH1310 EH1310.Superseded values are not recommended for survey control. EH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1310.See file dsdata.txt to determine how the superseded data were derived. EH1310 EH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501733(NAD 83) EH1310_MARKER: DB = BENCH MARK DISK EH1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1310_STAMPING: F 117 1955 EH1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1310+STABILITY: SURFACE MOTION EH1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1310+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1310 EH1310 HISTORY - Date Condition Report By EH1310 HISTORY - 1955 MONUMENTED CGS EH1310 HISTORY - 1976 GOOD NGS EH1310 HISTORY - 20030417 GOOD USACE EH1310 EH1310 STATION DESCRIPTION EH1310 EH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1310'2.0 MI S FROM GILLETT. EH1310'2.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND EH1310'SOUTHWESTERN RAILROAD STATION AT GILLETT, 73 FEET EAST OF THE CENTER EH1310'LINE OF THE HIGHWAY, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A EH1310'FARMHOUSE, 1.2 FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF A EH1310'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 EH1310'FOOT ABOVE THE GROUND. EH1310 EH1310 STATION RECOVERY (1976) EH1310 EH1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1310'RECOVERED IN GOOD CONDITION. EH1310 EH1310 STATION RECOVERY (2003) EH1310 EH1310'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1310'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1302 *********************************************************************** EH1302 DESIGNATION - F 226 EH1302 PID - EH1302 EH1302 STATE/COUNTY- AR/ARKANSAS EH1302 USGS QUAD - ARKANSAS POST (1972) EH1302 EH1302 *CURRENT SURVEY CONTROL EH1302 ___________________________________________________________________ EH1302* NAD 83(1986)- 34 02 24. (N) 091 22 24. (W) SCALED EH1302* NAVD 88 - 53.929 (meters) 176.93 (feet) ADJUSTED EH1302 ___________________________________________________________________ EH1302 GEOID HEIGHT- -26.11 (meters) GEOID99 EH1302 DYNAMIC HT - 53.876 (meters) 176.76 (feet) COMP EH1302 MODELED GRAV- 979,654.2 (mgal) NAVD 88 EH1302 EH1302 VERT ORDER - FIRST CLASS II EH1302 EH1302.The horizontal coordinates were scaled from a topographic map and have EH1302.an estimated accuracy of +/- 6 seconds. EH1302 EH1302.The orthometric height was determined by differential leveling EH1302.and adjusted by the National Geodetic Survey in June 1991. EH1302 EH1302.The geoid height was determined by GEOID99. EH1302 EH1302.The dynamic height is computed by dividing the NAVD 88 EH1302.geopotential number by the normal gravity value computed on the EH1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1302.degrees latitude (g = 980.6199 gals.). EH1302 EH1302.The modeled gravity was interpolated from observed gravity values. EH1302 EH1302; North East Units Estimated Accuracy EH1302;SPC AR S - 552,500. 457,860. MT (+/- 180 meters Scaled) EH1302 EH1302 SUPERSEDED SURVEY CONTROL EH1302 EH1302 NGVD 29 - 53.991 (m) 177.14 (f) ADJUSTED 1 2 EH1302 EH1302.Superseded values are not recommended for survey control. EH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1302.See file dsdata.txt to determine how the superseded data were derived. EH1302 EH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501677(NAD 83) EH1302_MARKER: DB = BENCH MARK DISK EH1302_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1302+WITH SETTING: INTO GROUND EH1302_STAMPING: F 226 1976 EH1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1302+STABILITY: SURFACE MOTION EH1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1302+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1302 EH1302 HISTORY - Date Condition Report By EH1302 HISTORY - 1976 MONUMENTED NGS EH1302 HISTORY - 20030417 GOOD USACE EH1302 EH1302 STATION DESCRIPTION EH1302 EH1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1302'5.5 MI S FROM GILLETT. EH1302'5.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1302'AVENUE AT GILLETT, 0.3 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY EH1302'169, 62 FEET EAST OF THE CENTERLINE OF HIGHWAY, AND 6 FEET SOUTH OF A EH1302'POWERLINE POLE. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH EH1302'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT LEVEL WITH EH1302'THE HIGHWAY 4 FEET NORTH OF A WITNESS POST. EH1302 EH1302 STATION RECOVERY (2003) EH1302 EH1302'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1302'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1359 *********************************************************************** EH1359 DESIGNATION - F 57 EH1359 PID - EH1359 EH1359 STATE/COUNTY- AR/ARKANSAS EH1359 USGS QUAD - ALMYRA (1968) EH1359 EH1359 *CURRENT SURVEY CONTROL EH1359 ___________________________________________________________________ EH1359* NAD 83(1986)- 34 24 26. (N) 091 24 31. (W) SCALED EH1359* NAVD 88 - 62.034 (meters) 203.52 (feet) ADJUSTED EH1359 ___________________________________________________________________ EH1359 GEOID HEIGHT- -26.43 (meters) GEOID99 EH1359 DYNAMIC HT - 61.974 (meters) 203.33 (feet) COMP EH1359 MODELED GRAV- 979,673.4 (mgal) NAVD 88 EH1359 EH1359 VERT ORDER - FIRST CLASS II EH1359 EH1359.The horizontal coordinates were scaled from a topographic map and have EH1359.an estimated accuracy of +/- 6 seconds. EH1359 EH1359.The orthometric height was determined by differential leveling EH1359.and adjusted by the National Geodetic Survey in August 1993. EH1359.WARNING-Repeat measurements at this control monument indicate possible EH1359.vertical movement. EH1359 EH1359.The geoid height was determined by GEOID99. EH1359 EH1359.The dynamic height is computed by dividing the NAVD 88 EH1359.geopotential number by the normal gravity value computed on the EH1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1359.degrees latitude (g = 980.6199 gals.). EH1359 EH1359.The modeled gravity was interpolated from observed gravity values. EH1359 EH1359; North East Units Estimated Accuracy EH1359;SPC AR S - 593,210. 454,370. MT (+/- 180 meters Scaled) EH1359 EH1359 SUPERSEDED SURVEY CONTROL EH1359 EH1359 NGVD 29 - 62.094 (m) 203.72 (f) ADJUSTED 1 2 EH1359 EH1359.Superseded values are not recommended for survey control. EH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1359.See file dsdata.txt to determine how the superseded data were derived. EH1359 EH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462084(NAD 83) EH1359_MARKER: DB = BENCH MARK DISK EH1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1359_STAMPING: F-57 1935 EH1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1359+STABILITY: SURFACE MOTION EH1359 EH1359 HISTORY - Date Condition Report By EH1359 HISTORY - 1935 MONUMENTED CGS EH1359 HISTORY - 1954 GOOD CGS EH1359 HISTORY - 20030415 MARK NOT FOUND USACE EH1359 EH1359 STATION DESCRIPTION EH1359 EH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EH1359'IN ALMYRA. EH1359'IN THE TOWN OF, ALONG ST. L. AND SW. RY. FROM STATION. ABOUT 220 FEET EH1359'SOUTH OF SOUTH END OF ST. LOUIS SOUTHWESTERN RY. STATION. 45 FEET EH1359'NORTH OF CENTERLINE OF EAST-WEST GRAVEL ROAD CROSSING. 38.7 FEET WEST EH1359'OF CENTERLINE OF MAIN LINE TRACK OF ST. L. AND SW. RY.. 42 FEET NORTH EH1359'OF SECOND TELEGRAPH POLE SOUTH OF ST. LOUIS SOUTHWESTERN RY. STATION. EH1359'TABLET SET IN PRECAST CONCRETE POST. EH1359 EH1359 STATION RECOVERY (1954) EH1359 EH1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 EH1359'RECOVERED IN GOOD CONDITION. EH1359 EH1359 STATION RECOVERY (2003) EH1359 EH1359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1359'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1345 *********************************************************************** EH1345 DESIGNATION - G 116 EH1345 PID - EH1345 EH1345 STATE/COUNTY- AR/ARKANSAS EH1345 USGS QUAD - DE WITT (1968) EH1345 EH1345 *CURRENT SURVEY CONTROL EH1345 ___________________________________________________________________ EH1345* NAD 83(1986)- 34 18 21. (N) 091 18 57. (W) SCALED EH1345* NAVD 88 - 51.514 (meters) 169.01 (feet) ADJUSTED EH1345 ___________________________________________________________________ EH1345 GEOID HEIGHT- -26.39 (meters) GEOID99 EH1345 DYNAMIC HT - 51.464 (meters) 168.84 (feet) COMP EH1345 MODELED GRAV- 979,665.4 (mgal) NAVD 88 EH1345 EH1345 VERT ORDER - FIRST CLASS II EH1345 EH1345.The horizontal coordinates were scaled from a topographic map and have EH1345.an estimated accuracy of +/- 6 seconds. EH1345 EH1345.The orthometric height was determined by differential leveling EH1345.and adjusted by the National Geodetic Survey in August 1993. EH1345 EH1345.The geoid height was determined by GEOID99. EH1345 EH1345.The dynamic height is computed by dividing the NAVD 88 EH1345.geopotential number by the normal gravity value computed on the EH1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1345.degrees latitude (g = 980.6199 gals.). EH1345 EH1345.The modeled gravity was interpolated from observed gravity values. EH1345 EH1345; North East Units Estimated Accuracy EH1345;SPC AR S - 582,020. 462,970. MT (+/- 180 meters Scaled) EH1345 EH1345 SUPERSEDED SURVEY CONTROL EH1345 EH1345 NGVD 29 - 51.536 (m) 169.08 (f) ADJUSTED 1 2 EH1345 EH1345.Superseded values are not recommended for survey control. EH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1345.See file dsdata.txt to determine how the superseded data were derived. EH1345 EH1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT549973(NAD 83) EH1345_MARKER: DB = BENCH MARK DISK EH1345_SETTING: 36 = BRIDGE ABUTMENT EH1345_STAMPING: G 116 1954 EH1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1345 EH1345 HISTORY - Date Condition Report By EH1345 HISTORY - 1954 MONUMENTED CGS EH1345 HISTORY - 1976 GOOD NGS EH1345 HISTORY - 20030414 POOR USACE EH1345 EH1345 STATION DESCRIPTION EH1345 EH1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1345'1.6 MI NE FROM DEWITT. EH1345'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT EH1345'DEWITT, 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE MOST EH1345'EASTERLY ONE OF TWO BRIDGES OVER LAGURE CREEK, SET IN THE TOP OF THE EH1345'SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE. EH1345 EH1345 STATION RECOVERY (1976) EH1345 EH1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1345'RECOVERED IN GOOD CONDITION. EH1345 EH1345 STATION RECOVERY (2003) EH1345 EH1345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1345'DISK HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1461 *********************************************************************** EH1461 DESIGNATION - G 225 EH1461 PID - EH1461 EH1461 STATE/COUNTY- AR/ARKANSAS EH1461 USGS QUAD - ETHEL (1967) EH1461 EH1461 *CURRENT SURVEY CONTROL EH1461 ___________________________________________________________________ EH1461* NAD 83(1986)- 34 22 08. (N) 091 11 21. (W) SCALED EH1461* NAVD 88 - 59.249 (meters) 194.39 (feet) ADJUSTED EH1461 ___________________________________________________________________ EH1461 GEOID HEIGHT- -26.59 (meters) GEOID99 EH1461 DYNAMIC HT - 59.192 (meters) 194.20 (feet) COMP EH1461 MODELED GRAV- 979,666.2 (mgal) NAVD 88 EH1461 EH1461 VERT ORDER - FIRST CLASS II EH1461 EH1461.The horizontal coordinates were scaled from a topographic map and have EH1461.an estimated accuracy of +/- 6 seconds. EH1461 EH1461.The orthometric height was determined by differential leveling EH1461.and adjusted by the National Geodetic Survey in August 1993. EH1461 EH1461.The geoid height was determined by GEOID99. EH1461 EH1461.The dynamic height is computed by dividing the NAVD 88 EH1461.geopotential number by the normal gravity value computed on the EH1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1461.degrees latitude (g = 980.6199 gals.). EH1461 EH1461.The modeled gravity was interpolated from observed gravity values. EH1461 EH1461; North East Units Estimated Accuracy EH1461;SPC AR S - 589,090. 474,580. MT (+/- 180 meters Scaled) EH1461 EH1461 SUPERSEDED SURVEY CONTROL EH1461 EH1461 NGVD 29 - 59.273 (m) 194.46 (f) ADJUSTED 1 2 EH1461 EH1461.Superseded values are not recommended for survey control. EH1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1461.See file dsdata.txt to determine how the superseded data were derived. EH1461 EH1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665045(NAD 83) EH1461_MARKER: DB = BENCH MARK DISK EH1461_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1461+WITH SETTING: INTO GROUND EH1461_STAMPING: G 225 1976 EH1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1461+STABILITY: SURFACE MOTION EH1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1461+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1461 EH1461 HISTORY - Date Condition Report By EH1461 HISTORY - 1976 MONUMENTED NGS EH1461 HISTORY - 20030407 GOOD USACE EH1461 EH1461 STATION DESCRIPTION EH1461 EH1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1461'3.65 MI W FROM ST CHARLES. EH1461'3.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1461'STREET AT ST. CHARLES, AT THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, EH1461'44.7 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME EH1461'HOUSE, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET WEST OF EH1461'THE CENTERLINE OF THE GRAVEL ROAD, 17.5 FEET WEST OF A POWER LINE POLE EH1461'WITH AN UNDERGROUND CABLE JUNCTION BOX. A DISK ON TOP OF A EH1461'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE EH1461'PROJECTING +0 INCHES. 2 FEET BELOW HIGHWAY 6 FEET SOUTH OF A WITNESS EH1461'POST. EH1461 EH1461 STATION RECOVERY (2003) EH1461 EH1461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1461'MARK IS 17.5 FT WEST OF CARSONITE WITNESS POST AT POWERPOLE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1293 *********************************************************************** EH1293 DESIGNATION - G 226 EH1293 PID - EH1293 EH1293 STATE/COUNTY- AR/ARKANSAS EH1293 USGS QUAD - GILLETT (1972) EH1293 EH1293 *CURRENT SURVEY CONTROL EH1293 ___________________________________________________________________ EH1293* NAD 83(1986)- 34 01 04. (N) 091 23 01. (W) SCALED EH1293* NAVD 88 - 51.707 (meters) 169.64 (feet) ADJUSTED EH1293 ___________________________________________________________________ EH1293 GEOID HEIGHT- -26.09 (meters) GEOID99 EH1293 DYNAMIC HT - 51.656 (meters) 169.47 (feet) COMP EH1293 MODELED GRAV- 979,654.3 (mgal) NAVD 88 EH1293 EH1293 VERT ORDER - FIRST CLASS II EH1293 EH1293.The horizontal coordinates were scaled from a topographic map and have EH1293.an estimated accuracy of +/- 6 seconds. EH1293 EH1293.The orthometric height was determined by differential leveling EH1293.and adjusted by the National Geodetic Survey in June 1991. EH1293 EH1293.The geoid height was determined by GEOID99. EH1293 EH1293.The dynamic height is computed by dividing the NAVD 88 EH1293.geopotential number by the normal gravity value computed on the EH1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1293.degrees latitude (g = 980.6199 gals.). EH1293 EH1293.The modeled gravity was interpolated from observed gravity values. EH1293 EH1293; North East Units Estimated Accuracy EH1293;SPC AR S - 550,030. 456,930. MT (+/- 180 meters Scaled) EH1293 EH1293 SUPERSEDED SURVEY CONTROL EH1293 EH1293 NGVD 29 - 51.769 (m) 169.85 (f) ADJUSTED 1 2 EH1293 EH1293.Superseded values are not recommended for survey control. EH1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1293.See file dsdata.txt to determine how the superseded data were derived. EH1293 EH1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492653(NAD 83) EH1293_MARKER: DB = BENCH MARK DISK EH1293_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1293+WITH SETTING: INTO GROUND EH1293_STAMPING: G 226 1976 EH1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1293+STABILITY: SURFACE MOTION EH1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1293+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1293 EH1293 HISTORY - Date Condition Report By EH1293 HISTORY - 1976 MONUMENTED NGS EH1293 HISTORY - 20030417 GOOD USACE EH1293 EH1293 STATION DESCRIPTION EH1293 EH1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1293'7.4 MI S FROM GILLETT. EH1293'7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1293'AVENUE AT GILLETT, AND 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. EH1293'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET EH1293'ENCASED IN A PIPE PROJECTING +1 INCHES. ABOUT LEVEL WITH HIGHWAY 2 EH1293'FEET NORTH OF A WITNESS POST. EH1293 EH1293 STATION RECOVERY (2003) EH1293 EH1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1293'HWY 1 HAS CHANGED TO HWY 165. MARK WAS FOUND ON OLD HWY, NOW NAMED, EH1293'ROSS LANE, A PRIVATE DRIVE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1496 *********************************************************************** EH1496 DESIGNATION - H 225 EH1496 PID - EH1496 EH1496 STATE/COUNTY- AR/ARKANSAS EH1496 USGS QUAD - ETHEL (1967) EH1496 EH1496 *CURRENT SURVEY CONTROL EH1496 ___________________________________________________________________ EH1496* NAD 83(1986)- 34 22 12. (N) 091 13 24. (W) SCALED EH1496* NAVD 88 - 57.963 (meters) 190.17 (feet) ADJUSTED EH1496 ___________________________________________________________________ EH1496 GEOID HEIGHT- -26.56 (meters) GEOID99 EH1496 DYNAMIC HT - 57.907 (meters) 189.98 (feet) COMP EH1496 MODELED GRAV- 979,667.2 (mgal) NAVD 88 EH1496 EH1496 VERT ORDER - FIRST CLASS II EH1496 EH1496.The horizontal coordinates were scaled from a topographic map and have EH1496.an estimated accuracy of +/- 6 seconds. EH1496 EH1496.The orthometric height was determined by differential leveling EH1496.and adjusted by the National Geodetic Survey in August 1993. EH1496 EH1496.The geoid height was determined by GEOID99. EH1496 EH1496.The dynamic height is computed by dividing the NAVD 88 EH1496.geopotential number by the normal gravity value computed on the EH1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1496.degrees latitude (g = 980.6199 gals.). EH1496 EH1496.The modeled gravity was interpolated from observed gravity values. EH1496 EH1496; North East Units Estimated Accuracy EH1496;SPC AR S - 589,190. 471,430. MT (+/- 180 meters Scaled) EH1496 EH1496 SUPERSEDED SURVEY CONTROL EH1496 EH1496 NGVD 29 - 57.986 (m) 190.24 (f) ADJUSTED 1 2 EH1496 EH1496.Superseded values are not recommended for survey control. EH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1496.See file dsdata.txt to determine how the superseded data were derived. EH1496 EH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU633046(NAD 83) EH1496_MARKER: DB = BENCH MARK DISK EH1496_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1496+WITH SETTING: INTO GROUND EH1496_STAMPING: H 225 1976 EH1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1496+STABILITY: SURFACE MOTION EH1496 EH1496 HISTORY - Date Condition Report By EH1496 HISTORY - 1976 MONUMENTED NGS EH1496 HISTORY - 1987 GOOD USPSQD EH1496 HISTORY - 20030408 MARK NOT FOUND USACE EH1496 EH1496 STATION DESCRIPTION EH1496 EH1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1496'5.65 MI W FROM ST CHARLES. EH1496'5.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1496'STREET AT ST. CHARLES, AT THE JUNCTION OF STATE HIGHWAY 153, 107 FEET EH1496'EAST OF THE CENTERLINE OF HIGHWAY 153, 60 FEET NORTH OF THE CENTERLINE EH1496'OF THE HIGHWAY, 4 FEET EAST OF A POWER LINE POLE, AND 2.3 FEET WEST OF EH1496'A SECTION CORNER POST. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO EH1496'A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +3 INCHES. 2 FEET BELOW EH1496'HIGHWAY 4 FEET WEST OF A WITNESS POST. EH1496 EH1496 STATION RECOVERY (1987) EH1496 EH1496'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) EH1496'RECOVERED IN GOOD CONDITION. EH1496 EH1496 STATION RECOVERY (2003) EH1496 EH1496'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1496'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1291 *********************************************************************** EH1291 DESIGNATION - H 226 EH1291 PID - EH1291 EH1291 STATE/COUNTY- AR/ARKANSAS EH1291 USGS QUAD - GILLETT (1972) EH1291 EH1291 *CURRENT SURVEY CONTROL EH1291 ___________________________________________________________________ EH1291* NAD 83(1986)- 34 00 31. (N) 091 23 02. (W) SCALED EH1291* NAVD 88 - 50.773 (meters) 166.58 (feet) ADJUSTED EH1291 ___________________________________________________________________ EH1291 GEOID HEIGHT- -26.08 (meters) GEOID99 EH1291 DYNAMIC HT - 50.723 (meters) 166.41 (feet) COMP EH1291 MODELED GRAV- 979,654.3 (mgal) NAVD 88 EH1291 EH1291 VERT ORDER - FIRST CLASS II EH1291 EH1291.The horizontal coordinates were scaled from a topographic map and have EH1291.an estimated accuracy of +/- 6 seconds. EH1291 EH1291.The orthometric height was determined by differential leveling EH1291.and adjusted by the National Geodetic Survey in June 1991. EH1291 EH1291.The geoid height was determined by GEOID99. EH1291 EH1291.The dynamic height is computed by dividing the NAVD 88 EH1291.geopotential number by the normal gravity value computed on the EH1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1291.degrees latitude (g = 980.6199 gals.). EH1291 EH1291.The modeled gravity was interpolated from observed gravity values. EH1291 EH1291; North East Units Estimated Accuracy EH1291;SPC AR S - 549,010. 456,910. MT (+/- 180 meters Scaled) EH1291 EH1291 SUPERSEDED SURVEY CONTROL EH1291 EH1291 NGVD 29 - 50.835 (m) 166.78 (f) ADJUSTED 1 2 EH1291 EH1291.Superseded values are not recommended for survey control. EH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1291.See file dsdata.txt to determine how the superseded data were derived. EH1291 EH1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492642(NAD 83) EH1291_MARKER: DB = BENCH MARK DISK EH1291_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1291+WITH SETTING: INTO GROUND EH1291_STAMPING: H 226 1976 EH1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1291+STABILITY: SURFACE MOTION EH1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1291+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1291 EH1291 HISTORY - Date Condition Report By EH1291 HISTORY - 1976 MONUMENTED NGS EH1291 HISTORY - 20030417 GOOD USACE EH1291 EH1291 STATION DESCRIPTION EH1291 EH1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1291'8.0 MI S FROM GILLETT. EH1291'8.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1291'AVENUE AT GILLETT, 5.9 MILES NORTHWEST OF BACK GATE, 50 FEET SOUTHEAST EH1291'OF THE CENTER OF A CATTLE GUARD, 50 FEET EAST OF THE CENTERLINE OF EH1291'HIGHWAY, AND 6 FET SOUTH OF A BARBED WIRE FENCE. A DISK ON TOP OF A EH1291'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE EH1291'PROJECTING +1 INCHES. ABOUT LEVEL WITH HIGHWAY 3 FEET NORTH OF A EH1291'WITNESS POST. EH1291 EH1291 STATION RECOVERY (2003) EH1291 EH1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1291'HWY HAS CHANGED TO HWY 165. MARK IS 97 FT EAST OF CENTERLINE OF HWY EH1291'165, OTHER MEASURMENTS CHECKED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1328 *********************************************************************** EH1328 DESIGNATION - HYDEN EH1328 PID - EH1328 EH1328 STATE/COUNTY- AR/ARKANSAS EH1328 USGS QUAD - TICHNOR (1972) EH1328 EH1328 *CURRENT SURVEY CONTROL EH1328 ___________________________________________________________________ EH1328* NAD 83(1997)- 34 11 48.70465(N) 091 21 33.54923(W) ADJUSTED EH1328* NAVD 88 - 58.100 (meters) 190.62 (feet) ADJUSTED EH1328 ___________________________________________________________________ EH1328 LAPLACE CORR- -1.29 (seconds) DEFLEC99 EH1328 GEOID HEIGHT- -26.23 (meters) GEOID99 EH1328 DYNAMIC HT - 58.044 (meters) 190.43 (feet) COMP EH1328 MODELED GRAV- 979,659.9 (mgal) NAVD 88 EH1328 EH1328 HORZ ORDER - SECOND EH1328 VERT ORDER - FIRST CLASS II EH1328 EH1328.The horizontal coordinates were established by classical geodetic methods EH1328.and adjusted by the National Geodetic Survey in September 1999. EH1328 EH1328.The orthometric height was determined by differential leveling EH1328.and adjusted by the National Geodetic Survey in August 1993. EH1328 EH1328.The Laplace correction was computed from DEFLEC99 derived deflections. EH1328 EH1328.The geoid height was determined by GEOID99. EH1328 EH1328.The dynamic height is computed by dividing the NAVD 88 EH1328.geopotential number by the normal gravity value computed on the EH1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1328.degrees latitude (g = 980.6199 gals.). EH1328 EH1328.The modeled gravity was interpolated from observed gravity values. EH1328 EH1328; North East Units Scale Converg. EH1328;SPC AR S - 569,902.605 459,047.302 MT 0.99992247 +0 21 30.9 EH1328;UTM 15 - 3,785,200.718 651,170.569 MT 0.99988170 +0 55 20.3 EH1328 EH1328: Primary Azimuth Mark Grid Az EH1328:SPC AR S - DEWITT 002 40 18.3 EH1328:UTM 15 - DEWITT 002 06 28.9 EH1328 EH1328|---------------------------------------------------------------------| EH1328| PID Reference Object Distance Geod. Az | EH1328| dddmmss.s | EH1328| EH2975 DEWITT APPROX.10.6 KM 0030149.2 | EH1328| EH2978 DEWITT SMITH RICE MILL W TANK APPROX.10.9 KM 0060729.1 | EH1328| EH2980 DEWITT RADIO STA KKK 79 TOWER APPROX.11.1 KM 0095057.9 | EH1328| EH2974 DEWITT BLACK RICE MILLING W TK APPROX.10.5 KM 0100427.5 | EH1328| EH2976 DEWITT BLACK RICE MILLING E TK APPROX.10.5 KM 0100908.2 | EH1328| EH2979 DEWITT MUNICIPAL TANK APPROX.10.9 KM 0113810.4 | EH1328| EH1327 HYDEN RM 1 27.964 METERS 02410 | EH1328| EH1329 HYDEN RM 2 24.391 METERS 12855 | EH1328| EH2964 GILLETT BAUER ELEV DRYER TK APPROX. 7.7 KM 1890057.4 | EH1328| EH2965 GILLETT RICE GROWERS ASSN ELEV APPROX. 8.0 KM 1895418.7 | EH1328| EH2971 GILLETT MUNICIPAL TANK APPROX. 9.1 KM 1920822.1 | EH1328|---------------------------------------------------------------------| EH1328 EH1328 SUPERSEDED SURVEY CONTROL EH1328 EH1328 NAD 83(1986)- 34 11 48.71232(N) 091 21 33.54416(W) AD( ) 2 EH1328 NAD 27 - 34 11 48.35293(N) 091 21 33.11126(W) AD( ) 2 EH1328 NGVD 29 - 58.139 (m) 190.74 (f) ADJUSTED 1 2 EH1328 EH1328.Superseded values are not recommended for survey control. EH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1328.See file dsdata.txt to determine how the superseded data were derived. EH1328 EH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5117185201(NAD 83) EH1328_MARKER: DS = TRIANGULATION STATION DISK EH1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1328_STAMPING: HYDEN 1965 EH1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1328+STABILITY: SURFACE MOTION EH1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1328+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 EH1328 EH1328 HISTORY - Date Condition Report By EH1328 HISTORY - 1965 MONUMENTED CGS EH1328 HISTORY - 19710407 GOOD USGS EH1328 HISTORY - 1976 GOOD NGS EH1328 HISTORY - 20030416 GOOD USACE EH1328 EH1328 STATION DESCRIPTION EH1328 EH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC) EH1328'STATION IS LOCATED ABOUT 7 MILES SOUTH OF DEWITT, 1 MILE NORTH EH1328'OF THE SMALL COMMUNITY OF HYDEN, ALONG THE EAST SIDE OF A RAILROAD EH1328'TRACK, AND ON PROPERTY OWNED BY THE ST. LOUIS - SOUTHWESTERN EH1328'RAILROAD COMPANY. EH1328' EH1328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130, 152 EH1328'AND 1 AT THE SOUTHEAST EDGE OF DEWITT, GO SOUTH ON STATE HIGHWAY EH1328'1 AND 152 FOR 2.45 MILES TO A CROSSROAD (HIGHWAY 152 TURNS LEFT). EH1328'CONTINUE SOUTH ON HIGHWAY 1 FOR 3.1 MILES TO A CROSSROAD. EH1328'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A EH1328'FIELD ENTRANCE ON THE RIGHT, JUST BEFORE REACHING A RAILROAD EH1328'CROSSING. BENCH MARK N 82 IS 55 FEET SOUTHWEST OF THE EH1328'INTERSECTION OF THE RAILROAD TRACK AND THE GRAVELED ROAD. TURN EH1328'RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.2 MILE TO A FIELD EH1328'ROAD ON THE LEFT, A WOODEN BRIDGE ON THE LEFT, AND THE EH1328'STATION ON THE LEFT. EH1328' EH1328'STATION MARKS ARE STANDARD DISKS STAMPED HYDEN 1965. THE SURFACE EH1328'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. EH1328'IT IS 95 FEET SOUTHWEST OF THE CENTER OF THE FIELD ROAD AND AN EH1328'IRRIGATION DITCH, 50 FEET SOUTHEAST OF THE CENTER OF THE EH1328'RAILROAD TRACKS AND A FIELD ROAD, 36.8 FEET EAST OF THE EH1328'EAST RAIL OF THE TRACKS, 30 FEET SOUTH OF THE CENTER OF A FIELD EH1328'ROAD, 22 FEET WEST OF THE CENTER OF A FIELD ROAD, AND 1.5 EH1328'FEET SOUTHEAST OF A METAL WITNESS POST. THE UNDERGROUND EH1328'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW EH1328'THE SURFACE OF THE GROUND. EH1328' EH1328'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HYDEN NO 1 EH1328'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. EH1328'IT IS 93 FEET SOUTH OF THE METAL WITNESS POST, 40.2 FEET EAST EH1328'OF THE EAST RAIL OF THE TRACKS, AND 13 FEET WEST OF THE CENTER EH1328'OF THE FIELD ROAD. EH1328' EH1328'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HYDEN NO 2 1965, EH1328'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. EH1328'IT IS 79 FEET WEST-NORTHWEST OF THE METAL WITNESS POST, 63.4 FEET EH1328'WEST OF THE WEST RAIL OF THE TRACKS, AND 25 FEET SOUTHEAST EH1328'OF THE CENTER OF A WOODEN BRIDGE. EH1328' EH1328'BENCH MARK N 82 IS A STANDARD U.S. COAST AND GEODETIC SURVEY EH1328'BENCH MARK DISK STAMPED N 82 1935, SET IN THE TOP OF A 6 INCH EH1328'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 35 FEET EH1328'WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 18 FEET EAST OF THE EH1328'CENTER OF A GRAVELED ROAD, AND 1 FOOT NORTH OF A METAL WITNESS EH1328'POST. EH1328' EH1328'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION. EH1328' EH1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EH1328 EH1328 STATION RECOVERY (1971) EH1328 EH1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS) EH1328'RECOVERED IN GOOD CONDITION. EH1328 EH1328 STATION RECOVERY (1976) EH1328 EH1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1328'5.5 MI N FROM GILLETT. EH1328'5.5 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE EH1328'JUNCTION OF FRONT STREET AT GILLETT, 92.1 FEET NORTH OF R M 1, 80.8 EH1328'FEET EAST OF R M 2, 36.7 FEET EAST OF THE EAST RAIL, 24 FEET WEST OF EH1328'THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, AND 30.5 FEET SOUTH OF THE EH1328'CENTERLINE OF A EAST-WEST DIRT ROAD. A DISK SET IN THE TOP OF A EH1328'CONCRETE POST PROJECTING 4 INCHES. ABOUT LEVEL WITH RAIL 2 FEET EH1328'SOUTHEAST OF A WITNESS POST. EH1328 EH1328 STATION RECOVERY (2003) EH1328 EH1328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1328'MARK IS NOW IN RICE FIELD. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1494 *********************************************************************** EH1494 DESIGNATION - J 225 EH1494 PID - EH1494 EH1494 STATE/COUNTY- AR/ARKANSAS EH1494 USGS QUAD - ETHEL (1967) EH1494 EH1494 *CURRENT SURVEY CONTROL EH1494 ___________________________________________________________________ EH1494* NAD 83(1986)- 34 21 08. (N) 091 14 52. (W) SCALED EH1494* NAVD 88 - 56.629 (meters) 185.79 (feet) ADJUSTED EH1494 ___________________________________________________________________ EH1494 GEOID HEIGHT- -26.52 (meters) GEOID99 EH1494 DYNAMIC HT - 56.574 (meters) 185.61 (feet) COMP EH1494 MODELED GRAV- 979,666.6 (mgal) NAVD 88 EH1494 EH1494 VERT ORDER - FIRST CLASS II EH1494 EH1494.The horizontal coordinates were scaled from a topographic map and have EH1494.an estimated accuracy of +/- 6 seconds. EH1494 EH1494.The orthometric height was determined by differential leveling EH1494.and adjusted by the National Geodetic Survey in August 1993. EH1494 EH1494.The geoid height was determined by GEOID99. EH1494 EH1494.The dynamic height is computed by dividing the NAVD 88 EH1494.geopotential number by the normal gravity value computed on the EH1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1494.degrees latitude (g = 980.6199 gals.). EH1494 EH1494.The modeled gravity was interpolated from observed gravity values. EH1494 EH1494; North East Units Estimated Accuracy EH1494;SPC AR S - 587,200. 469,200. MT (+/- 180 meters Scaled) EH1494 EH1494 SUPERSEDED SURVEY CONTROL EH1494 EH1494 NGVD 29 - 56.653 (m) 185.87 (f) ADJUSTED 1 2 EH1494 EH1494.Superseded values are not recommended for survey control. EH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1494.See file dsdata.txt to determine how the superseded data were derived. EH1494 EH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU611026(NAD 83) EH1494_MARKER: DB = BENCH MARK DISK EH1494_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1494+WITH SETTING: INTO GROUND EH1494_STAMPING: J 225 1976 EH1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1494+STABILITY: SURFACE MOTION EH1494 EH1494 HISTORY - Date Condition Report By EH1494 HISTORY - 1976 MONUMENTED NGS EH1494 HISTORY - 20030408 MARK NOT FOUND USACE EH1494 EH1494 STATION DESCRIPTION EH1494 EH1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1494'7.55 MI SW FROM ST CHARLES. EH1494'7.55 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1494'STREET AT ST. CHARLES, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, EH1494'59.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET EH1494'SOUTHWEST OF THE EXTENDING CENTERLINE OF THE DIRT ROAD. A DISK ON TOP EH1494'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE EH1494'PROJECTING +2 INCHES. 2 FEET BELOW HIGHWAY 1 FOOT SOUTHWEST OF A EH1494'WITNESS POST. EH1494 EH1494 STATION RECOVERY (2003) EH1494 EH1494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1494'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1398 *********************************************************************** EH1398 DESIGNATION - K 115 EH1398 PID - EH1398 EH1398 STATE/COUNTY- AR/ARKANSAS EH1398 USGS QUAD - ALMYRA (1968) EH1398 EH1398 *CURRENT SURVEY CONTROL EH1398 ___________________________________________________________________ EH1398* NAD 83(1986)- 34 23 13. (N) 091 23 24. (W) SCALED EH1398* NAVD 88 - 59.718 (meters) 195.92 (feet) ADJUSTED EH1398 ___________________________________________________________________ EH1398 GEOID HEIGHT- -26.42 (meters) GEOID99 EH1398 DYNAMIC HT - 59.661 (meters) 195.74 (feet) COMP EH1398 MODELED GRAV- 979,671.8 (mgal) NAVD 88 EH1398 EH1398 VERT ORDER - FIRST CLASS II EH1398 EH1398.The horizontal coordinates were scaled from a topographic map and have EH1398.an estimated accuracy of +/- 6 seconds. EH1398 EH1398.The orthometric height was determined by differential leveling EH1398.and adjusted by the National Geodetic Survey in August 1993. EH1398 EH1398.The geoid height was determined by GEOID99. EH1398 EH1398.The dynamic height is computed by dividing the NAVD 88 EH1398.geopotential number by the normal gravity value computed on the EH1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1398.degrees latitude (g = 980.6199 gals.). EH1398 EH1398.The modeled gravity was interpolated from observed gravity values. EH1398 EH1398; North East Units Estimated Accuracy EH1398;SPC AR S - 590,970. 456,090. MT (+/- 180 meters Scaled) EH1398 EH1398 SUPERSEDED SURVEY CONTROL EH1398 EH1398 NGVD 29 - 59.784 (m) 196.14 (f) ADJUSTED 1 2 EH1398 EH1398.Superseded values are not recommended for survey control. EH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1398.See file dsdata.txt to determine how the superseded data were derived. EH1398 EH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480062(NAD 83) EH1398_MARKER: DB = BENCH MARK DISK EH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1398_STAMPING: K 115 1954 EH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1398+STABILITY: SURFACE MOTION EH1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1398+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 EH1398 EH1398 HISTORY - Date Condition Report By EH1398 HISTORY - 1954 MONUMENTED CGS EH1398 HISTORY - 20030415 GOOD USACE EH1398 EH1398 STATION DESCRIPTION EH1398 EH1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1398'2.4 MI SE FROM ALMYRA. EH1398'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT EH1398'ALMYRA, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EH1398'NORTHEAST OF THE NORTHWEST CORNER OF A GRAINERY, AT THE FARM HOME OF EH1398'J.D. KNOLES, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE EH1398'GROUND. EH1398 EH1398 STATION RECOVERY (2003) EH1398 EH1398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1398'GRAINERY BUILDING NOW A BARN. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1493 *********************************************************************** EH1493 DESIGNATION - K 225 EH1493 PID - EH1493 EH1493 STATE/COUNTY- AR/ARKANSAS EH1493 USGS QUAD - DE WITT (1968) EH1493 EH1493 *CURRENT SURVEY CONTROL EH1493 ___________________________________________________________________ EH1493* NAD 83(1986)- 34 20 24. (N) 091 15 35. (W) SCALED EH1493* NAVD 88 - 57.717 (meters) 189.36 (feet) ADJUSTED EH1493 ___________________________________________________________________ EH1493 GEOID HEIGHT- -26.49 (meters) GEOID99 EH1493 DYNAMIC HT - 57.661 (meters) 189.18 (feet) COMP EH1493 MODELED GRAV- 979,666.2 (mgal) NAVD 88 EH1493 EH1493 VERT ORDER - FIRST CLASS II EH1493 EH1493.The horizontal coordinates were scaled from a topographic map and have EH1493.an estimated accuracy of +/- 6 seconds. EH1493 EH1493.The orthometric height was determined by differential leveling EH1493.and adjusted by the National Geodetic Survey in August 1993. EH1493 EH1493.The geoid height was determined by GEOID99. EH1493 EH1493.The dynamic height is computed by dividing the NAVD 88 EH1493.geopotential number by the normal gravity value computed on the EH1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1493.degrees latitude (g = 980.6199 gals.). EH1493 EH1493.The modeled gravity was interpolated from observed gravity values. EH1493 EH1493; North East Units Estimated Accuracy EH1493;SPC AR S - 585,840. 468,110. MT (+/- 180 meters Scaled) EH1493 EH1493 SUPERSEDED SURVEY CONTROL EH1493 EH1493 NGVD 29 - 57.741 (m) 189.44 (f) ADJUSTED 1 2 EH1493 EH1493.Superseded values are not recommended for survey control. EH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1493.See file dsdata.txt to determine how the superseded data were derived. EH1493 EH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600012(NAD 83) EH1493_MARKER: DB = BENCH MARK DISK EH1493_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1493+WITH SETTING: INTO GROUND EH1493_STAMPING: K 225 1976 EH1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1493+STABILITY: SURFACE MOTION EH1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1493+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1493 EH1493 HISTORY - Date Condition Report By EH1493 HISTORY - 1976 MONUMENTED NGS EH1493 HISTORY - 20030414 GOOD USACE EH1493 EH1493 STATION DESCRIPTION EH1493 EH1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1493'8.6 MI SW FROM ST CHARLES. EH1493'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE EH1493'HIGHWAY 1S AT ST. CHARLES, 62.0 FEET NORTHWEST OF THE CENTER LINE OF EH1493'HIGHWAY, 27 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, AND EH1493'5.9 FEET SOUTH OF A POWERLINE POLE. A DISK ON TOP OF A COPPER-COATED EH1493'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES. EH1493'2 FEET BELOW HIGHWAY 3 FEET NORTH OF A WITNESS POST. EH1493 EH1493 STATION RECOVERY (2003) EH1493 EH1493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1493'MARK FOUND 2 FT BELOW DITCH FILL. MARK IS 5.9 FT SOUTH OF CARSONITE EH1493'WITNESS POST AT POWERPOLE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1340 *********************************************************************** EH1340 DESIGNATION - K 82 EH1340 PID - EH1340 EH1340 STATE/COUNTY- AR/ARKANSAS EH1340 USGS QUAD - DE WITT (1968) EH1340 EH1340 *CURRENT SURVEY CONTROL EH1340 ___________________________________________________________________ EH1340* NAD 83(1986)- 34 16 03. (N) 091 20 41. (W) SCALED EH1340* NAVD 88 - 60.323 (meters) 197.91 (feet) ADJUSTED EH1340 ___________________________________________________________________ EH1340 GEOID HEIGHT- -26.31 (meters) GEOID99 EH1340 DYNAMIC HT - 60.264 (meters) 197.72 (feet) COMP EH1340 MODELED GRAV- 979,663.7 (mgal) NAVD 88 EH1340 EH1340 VERT ORDER - FIRST CLASS II EH1340 EH1340.The horizontal coordinates were scaled from a topographic map and have EH1340.an estimated accuracy of +/- 6 seconds. EH1340 EH1340.The orthometric height was determined by differential leveling EH1340.and adjusted by the National Geodetic Survey in August 1993. EH1340.WARNING-Repeat measurements at this control monument indicate possible EH1340.vertical movement. EH1340 EH1340.The geoid height was determined by GEOID99. EH1340 EH1340.The dynamic height is computed by dividing the NAVD 88 EH1340.geopotential number by the normal gravity value computed on the EH1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1340.degrees latitude (g = 980.6199 gals.). EH1340 EH1340.The modeled gravity was interpolated from observed gravity values. EH1340 EH1340; North East Units Estimated Accuracy EH1340;SPC AR S - 577,750. 460,340. MT (+/- 180 meters Scaled) EH1340 EH1340 SUPERSEDED SURVEY CONTROL EH1340 EH1340 NGVD 29 - 60.349 (m) 198.00 (f) ADJUSTED 1 2 EH1340 EH1340.Superseded values are not recommended for survey control. EH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1340.See file dsdata.txt to determine how the superseded data were derived. EH1340 EH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT523930(NAD 83) EH1340_MARKER: DB = BENCH MARK DISK EH1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1340_STAMPING: K 82 1935 EH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1340+STABILITY: SURFACE MOTION EH1340 EH1340 HISTORY - Date Condition Report By EH1340 HISTORY - 1935 MONUMENTED CGS EH1340 HISTORY - 1955 GOOD CGS EH1340 HISTORY - 1976 GOOD NGS EH1340 HISTORY - 20030414 MARK NOT FOUND USACE EH1340 EH1340 STATION DESCRIPTION EH1340 EH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1340'1.9 MI S FROM DEWITT. EH1340'1.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1340'STATION AT DEWITT, AT A ROAD CROSSING, 11 POLES SOUTH OF MILEPOST 257, EH1340'33.8 FEET WEST OF THE WEST RAIL, 30 FEET NORTH OF THE CENTER LINE OF A EH1340'ROAD, 3 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS EH1340'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE EH1340'THE GROUND. EH1340 EH1340 STATION RECOVERY (1976) EH1340 EH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1340'RECOVERED IN GOOD CONDITION. EH1340 EH1340 STATION RECOVERY (2003) EH1340 EH1340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1340'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1437 *********************************************************************** EH1437 DESIGNATION - L 116 EH1437 PID - EH1437 EH1437 STATE/COUNTY- AR/ARKANSAS EH1437 USGS QUAD - ALMYRA (1968) EH1437 EH1437 *CURRENT SURVEY CONTROL EH1437 ___________________________________________________________________ EH1437* NAD 83(1986)- 34 28 40. (N) 091 29 16. (W) SCALED EH1437* NAVD 88 - 64.897 (meters) 212.92 (feet) ADJUSTED EH1437 ___________________________________________________________________ EH1437 GEOID HEIGHT- -26.48 (meters) GEOID99 EH1437 DYNAMIC HT - 64.835 (meters) 212.71 (feet) COMP EH1437 MODELED GRAV- 979,678.5 (mgal) NAVD 88 EH1437 EH1437 VERT ORDER - FIRST CLASS II EH1437 EH1437.The horizontal coordinates were scaled from a topographic map and have EH1437.an estimated accuracy of +/- 6 seconds. EH1437 EH1437.The orthometric height was determined by differential leveling EH1437.and adjusted by the National Geodetic Survey in August 1993. EH1437 EH1437.The geoid height was determined by GEOID99. EH1437 EH1437.The dynamic height is computed by dividing the NAVD 88 EH1437.geopotential number by the normal gravity value computed on the EH1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1437.degrees latitude (g = 980.6199 gals.). EH1437 EH1437.The modeled gravity was interpolated from observed gravity values. EH1437 EH1437; North East Units Estimated Accuracy EH1437;SPC AR S - 601,000. 447,050. MT (+/- 180 meters Scaled) EH1437 EH1437 SUPERSEDED SURVEY CONTROL EH1437 EH1437 NGVD 29 - 64.941 (m) 213.06 (f) ADJUSTED 1 2 EH1437 EH1437.Superseded values are not recommended for survey control. EH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1437.See file dsdata.txt to determine how the superseded data were derived. EH1437 EH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU388161(NAD 83) EH1437_MARKER: DB = BENCH MARK DISK EH1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1437_STAMPING: L 116 1935 EH1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1437+STABILITY: SURFACE MOTION EH1437 EH1437 HISTORY - Date Condition Report By EH1437 HISTORY - 1955 MONUMENTED CGS EH1437 HISTORY - 20030415 POOR USACE EH1437 EH1437 STATION DESCRIPTION EH1437 EH1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1437'4.1 MI E FROM STUTTGART. EH1437'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN EH1437'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE EH1437'HIGHWAYS 11 AND 30, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 30, 73 EH1437'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE EH1437'CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET SOUTH OF A TELEPHONE EH1437'POLE, 1.5 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN EH1437'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. EH1437 EH1437 STATION RECOVERY (2003) EH1437 EH1437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1437'CONCRETE SLAB FOUND, BUT DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1467 *********************************************************************** EH1467 DESIGNATION - L 15 70 EH1467 PID - EH1467 EH1467 STATE/COUNTY- AR/ARKANSAS EH1467 USGS QUAD - CROCKETTS BLUFF (1967) EH1467 EH1467 *CURRENT SURVEY CONTROL EH1467 ___________________________________________________________________ EH1467* NAD 83(1986)- 34 22 40. (N) 091 07 52. (W) SCALED EH1467* NAVD 88 - 60.500 (meters) 198.49 (feet) ADJUSTED EH1467 ___________________________________________________________________ EH1467 GEOID HEIGHT- -26.66 (meters) GEOID99 EH1467 DYNAMIC HT - 60.441 (meters) 198.30 (feet) COMP EH1467 MODELED GRAV- 979,665.1 (mgal) NAVD 88 EH1467 EH1467 VERT ORDER - FIRST CLASS II EH1467 EH1467.The horizontal coordinates were scaled from a topographic map and have EH1467.an estimated accuracy of +/- 6 seconds. EH1467 EH1467.The orthometric height was determined by differential leveling EH1467.and adjusted by the National Geodetic Survey in August 1993. EH1467.WARNING-Repeat measurements at this control monument indicate possible EH1467.vertical movement. EH1467 EH1467.The geoid height was determined by GEOID99. EH1467 EH1467.The dynamic height is computed by dividing the NAVD 88 EH1467.geopotential number by the normal gravity value computed on the EH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1467.degrees latitude (g = 980.6199 gals.). EH1467 EH1467.The modeled gravity was interpolated from observed gravity values. EH1467 EH1467; North East Units Estimated Accuracy EH1467;SPC AR S - 590,120. 479,910. MT (+/- 180 meters Scaled) EH1467 EH1467 SUPERSEDED SURVEY CONTROL EH1467 EH1467 NGVD 29 - 60.527 (m) 198.58 (f) ADJUSTED 1 2 EH1467 EH1467.Superseded values are not recommended for survey control. EH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1467.See file dsdata.txt to determine how the superseded data were derived. EH1467 EH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718056(NAD 83) EH1467_MARKER: DD = SURVEY DISK EH1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1467_STAMPING: L 15 70 EH1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1467+STABILITY: SURFACE MOTION EH1467 EH1467 HISTORY - Date Condition Report By EH1467 HISTORY - UNK MONUMENTED DOD EH1467 HISTORY - 1965 POOR USGS EH1467 HISTORY - 1976 GOOD NGS EH1467 HISTORY - 20030407 POOR USACE EH1467 EH1467 STATION DESCRIPTION EH1467 EH1467'DESCRIBED BY US GEOLOGICAL SURVEY 1965 EH1467'IN ST CHARLES. EH1467'AT ST. CHARLES, ARKANSAS COUNTY, AT THE NORTH END OF MAIN STREET, 100 EH1467'YARDS NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 1, 0.1 MILE EH1467'SOUTH OF THE WHITE RIVER, AND 36 FEET NORTHEAST OF THE CENTER OF A EH1467'RIGHT ANGLE CURVE. A STANDARD DISK, STAMPED L 15 70 AND SET IN THE EH1467'TOP OF A CONCRETE POST. NOTE-- USE WITH CAUTION. EH1467 EH1467 STATION RECOVERY (1976) EH1467 EH1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1467'RECOVERED IN GOOD CONDITION. EH1467 EH1467 STATION RECOVERY (2003) EH1467 EH1467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1467'MARK WAS FOUND LEANING BADLY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1465 *********************************************************************** EH1465 DESIGNATION - L 225 EH1465 PID - EH1465 EH1465 STATE/COUNTY- AR/ARKANSAS EH1465 USGS QUAD - ETHEL (1967) EH1465 EH1465 *CURRENT SURVEY CONTROL EH1465 ___________________________________________________________________ EH1465* NAD 83(1986)- 34 22 09. (N) 091 08 04. (W) SCALED EH1465* NAVD 88 - 57.907 (meters) 189.98 (feet) ADJUSTED EH1465 ___________________________________________________________________ EH1465 GEOID HEIGHT- -26.64 (meters) GEOID99 EH1465 DYNAMIC HT - 57.851 (meters) 189.80 (feet) COMP EH1465 MODELED GRAV- 979,664.6 (mgal) NAVD 88 EH1465 EH1465 VERT ORDER - FIRST CLASS II EH1465 EH1465.The horizontal coordinates were scaled from a topographic map and have EH1465.an estimated accuracy of +/- 6 seconds. EH1465 EH1465.The orthometric height was determined by differential leveling EH1465.and adjusted by the National Geodetic Survey in August 1993. EH1465 EH1465.The geoid height was determined by GEOID99. EH1465 EH1465.The dynamic height is computed by dividing the NAVD 88 EH1465.geopotential number by the normal gravity value computed on the EH1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1465.degrees latitude (g = 980.6199 gals.). EH1465 EH1465.The modeled gravity was interpolated from observed gravity values. EH1465 EH1465; North East Units Estimated Accuracy EH1465;SPC AR S - 589,170. 479,610. MT (+/- 180 meters Scaled) EH1465 EH1465 SUPERSEDED SURVEY CONTROL EH1465 EH1465 NGVD 29 - 57.934 (m) 190.07 (f) ADJUSTED 1 2 EH1465 EH1465.Superseded values are not recommended for survey control. EH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1465.See file dsdata.txt to determine how the superseded data were derived. EH1465 EH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU715046(NAD 83) EH1465_MARKER: DB = BENCH MARK DISK EH1465_SETTING: 30 = CULVERT EH1465_STAMPING: L 225 1976 EH1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1465 EH1465 HISTORY - Date Condition Report By EH1465 HISTORY - 1976 MONUMENTED NGS EH1465 HISTORY - 20030408 MARK NOT FOUND USACE EH1465 EH1465 STATION DESCRIPTION EH1465 EH1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1465'0.55 MI SW FROM ST CHARLES. EH1465'0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM JUNCTION OF FIRST EH1465'STREET AT ST. CHARLES, 0.1 MILE EAST OF A NORTH-SOUTH ROAD, 49.4 FEET EH1465'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE EH1465'NORTHEAST END OF A CONCRETE HEADWALL, AND 0.6 FOOT SOUTHWEST OF THE EH1465'NORTHEAST END OF THE HEADWALL. 10 FEET BELOW HIGHWAY 27 FEET EH1465'SOUTHEAST OF A WITNESS POST. EH1465 EH1465 STATION RECOVERY (2003) EH1465 EH1465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1465'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1351 *********************************************************************** EH1351 DESIGNATION - L 57 EH1351 PID - EH1351 EH1351 STATE/COUNTY- AR/ARKANSAS EH1351 USGS QUAD - DE WITT (1968) EH1351 EH1351 *CURRENT SURVEY CONTROL EH1351 ___________________________________________________________________ EH1351* NAD 83(1986)- 34 17 48. (N) 091 22 13. (W) SCALED EH1351* NAVD 88 - 58.749 (meters) 192.75 (feet) ADJUSTED EH1351 ___________________________________________________________________ EH1351 GEOID HEIGHT- -26.32 (meters) GEOID99 EH1351 DYNAMIC HT - 58.692 (meters) 192.56 (feet) COMP EH1351 MODELED GRAV- 979,665.9 (mgal) NAVD 88 EH1351 EH1351 VERT ORDER - FIRST CLASS II EH1351 EH1351.The horizontal coordinates were scaled from a topographic map and have EH1351.an estimated accuracy of +/- 6 seconds. EH1351 EH1351.The orthometric height was determined by differential leveling EH1351.and adjusted by the National Geodetic Survey in August 1993. EH1351 EH1351.The geoid height was determined by GEOID99. EH1351 EH1351.The dynamic height is computed by dividing the NAVD 88 EH1351.geopotential number by the normal gravity value computed on the EH1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1351.degrees latitude (g = 980.6199 gals.). EH1351 EH1351.The modeled gravity was interpolated from observed gravity values. EH1351 EH1351; North East Units Estimated Accuracy EH1351;SPC AR S - 580,970. 457,970. MT (+/- 180 meters Scaled) EH1351 EH1351 SUPERSEDED SURVEY CONTROL EH1351 EH1351 NGVD 29 - 58.775 (m) 192.83 (f) ADJUSTED 1 2 EH1351 EH1351.Superseded values are not recommended for survey control. EH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1351.See file dsdata.txt to determine how the superseded data were derived. EH1351 EH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT499962(NAD 83) EH1351_MARKER: DB = BENCH MARK DISK EH1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1351_STAMPING: L 57 1935 EH1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1351+STABILITY: SURFACE MOTION EH1351 EH1351 HISTORY - Date Condition Report By EH1351 HISTORY - 1935 MONUMENTED CGS EH1351 HISTORY - 1954 GOOD CGS EH1351 HISTORY - 1976 GOOD NGS EH1351 HISTORY - 20030414 MARK NOT FOUND USACE EH1351 EH1351 STATION DESCRIPTION EH1351 EH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1351'2.0 MI W FROM DEWITT. EH1351'2.0 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1351'STATION AT DEWIT, 1 POLE EAST OF MILEPOST 254, 47 FEET NORTH OF THE EH1351'NORTH RAIL, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTH OF EH1351'A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE EH1351'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. EH1351 EH1351 STATION RECOVERY (1976) EH1351 EH1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1351'RECOVERED IN GOOD CONDITION. EH1351 EH1351 STATION RECOVERY (2003) EH1351 EH1351'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1351'AREA IS NOW CULTIVATED FIELD. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1394 *********************************************************************** EH1394 DESIGNATION - M 115 EH1394 PID - EH1394 EH1394 STATE/COUNTY- AR/ARKANSAS EH1394 USGS QUAD - DE WITT NE (1968) EH1394 EH1394 *CURRENT SURVEY CONTROL EH1394 ___________________________________________________________________ EH1394* NAD 83(1986)- 34 23 14. (N) 091 21 48. (W) SCALED EH1394* NAVD 88 - 60.933 (meters) 199.91 (feet) ADJUSTED EH1394 ___________________________________________________________________ EH1394 GEOID HEIGHT- -26.45 (meters) GEOID99 EH1394 DYNAMIC HT - 60.875 (meters) 199.72 (feet) COMP EH1394 MODELED GRAV- 979,671.4 (mgal) NAVD 88 EH1394 EH1394 VERT ORDER - FIRST CLASS II EH1394 EH1394.The horizontal coordinates were scaled from a topographic map and have EH1394.an estimated accuracy of +/- 6 seconds. EH1394 EH1394.The orthometric height was determined by differential leveling EH1394.and adjusted by the National Geodetic Survey in August 1993. EH1394 EH1394.The geoid height was determined by GEOID99. EH1394 EH1394.The dynamic height is computed by dividing the NAVD 88 EH1394.geopotential number by the normal gravity value computed on the EH1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1394.degrees latitude (g = 980.6199 gals.). EH1394 EH1394.The modeled gravity was interpolated from observed gravity values. EH1394 EH1394; North East Units Estimated Accuracy EH1394;SPC AR S - 591,020. 458,550. MT (+/- 180 meters Scaled) EH1394 EH1394 SUPERSEDED SURVEY CONTROL EH1394 EH1394 NGVD 29 - 61.002 (m) 200.14 (f) ADJUSTED 1 2 EH1394 EH1394.Superseded values are not recommended for survey control. EH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1394.See file dsdata.txt to determine how the superseded data were derived. EH1394 EH1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU504063(NAD 83) EH1394_MARKER: DB = BENCH MARK DISK EH1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1394_STAMPING: M 115 1954 EH1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1394+STABILITY: SURFACE MOTION EH1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1394+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1394 EH1394 HISTORY - Date Condition Report By EH1394 HISTORY - 1954 MONUMENTED CGS EH1394 HISTORY - 20030414 GOOD USACE EH1394 EH1394 STATION DESCRIPTION EH1394 EH1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1394'4.0 MI SE FROM ALMYRA. EH1394'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT EH1394'ALMYRA, 0.1 MILE EAST OF JUNCTION WITH A NORTH AND SOUTH ROAD, 175 EH1394'FEET SOUTHWEST ON THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 153 EH1394'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 68 EH1394'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF A EH1394'36 INCH OAK TREE, 14 FEET NORTH OF A 12 INCH OAK TREE, 2 FEET EAST OF EH1394'A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE EH1394'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. EH1394 EH1394 STATION RECOVERY (2003) EH1394 EH1394'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1394'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1435 *********************************************************************** EH1435 DESIGNATION - M 116 EH1435 PID - EH1435 EH1435 STATE/COUNTY- AR/ARKANSAS EH1435 USGS QUAD - ALMYRA (1968) EH1435 EH1435 *CURRENT SURVEY CONTROL EH1435 ___________________________________________________________________ EH1435* NAD 83(1986)- 34 28 39. (N) 091 28 01. (W) SCALED EH1435* NAVD 88 - 64.992 (meters) 213.23 (feet) ADJUSTED EH1435 ___________________________________________________________________ EH1435 GEOID HEIGHT- -26.49 (meters) GEOID99 EH1435 DYNAMIC HT - 64.930 (meters) 213.02 (feet) COMP EH1435 MODELED GRAV- 979,678.1 (mgal) NAVD 88 EH1435 EH1435 VERT ORDER - FIRST CLASS II EH1435 EH1435.The horizontal coordinates were scaled from a topographic map and have EH1435.an estimated accuracy of +/- 6 seconds. EH1435 EH1435.The orthometric height was determined by differential leveling EH1435.and adjusted by the National Geodetic Survey in August 1993. EH1435 EH1435.The geoid height was determined by GEOID99. EH1435 EH1435.The dynamic height is computed by dividing the NAVD 88 EH1435.geopotential number by the normal gravity value computed on the EH1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1435.degrees latitude (g = 980.6199 gals.). EH1435 EH1435.The modeled gravity was interpolated from observed gravity values. EH1435 EH1435; North East Units Estimated Accuracy EH1435;SPC AR S - 600,970. 448,970. MT (+/- 180 meters Scaled) EH1435 EH1435 SUPERSEDED SURVEY CONTROL EH1435 EH1435 NGVD 29 - 65.038 (m) 213.38 (f) ADJUSTED 1 2 EH1435 EH1435.Superseded values are not recommended for survey control. EH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1435.See file dsdata.txt to determine how the superseded data were derived. EH1435 EH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU407161(NAD 83) EH1435_MARKER: DB = BENCH MARK DISK EH1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1435_STAMPING: M 116 1955 EH1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1435+STABILITY: SURFACE MOTION EH1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1435+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 EH1435 EH1435 HISTORY - Date Condition Report By EH1435 HISTORY - 1955 MONUMENTED CGS EH1435 HISTORY - 20030415 GOOD USACE EH1435 EH1435 STATION DESCRIPTION EH1435 EH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1435'5.2 MI E FROM STUTTGART. EH1435'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN EH1435'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE EH1435'HIGHWAYS 11 AND 30, THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 30, 330 EH1435'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 173 FEET NORTH OF THE EH1435'NORTHEAST CORNER OF A HOUSE, 1.2 FEET SOUTH OF THE SOUTHEAST CORNER OF EH1435'A LARGE SHEET METAL BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH EH1435'IS FLUSH WITH THE GROUND. EH1435 EH1435 STATION RECOVERY (2003) EH1435 EH1435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1435'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1473 *********************************************************************** EH1473 DESIGNATION - M 224 EH1473 PID - EH1473 EH1473 STATE/COUNTY- AR/ARKANSAS EH1473 USGS QUAD - TURNER (1967) EH1473 EH1473 *CURRENT SURVEY CONTROL EH1473 ___________________________________________________________________ EH1473* NAD 83(1986)- 34 23 32. (N) 091 05 34. (W) SCALED EH1473* NAVD 88 - 46.379 (meters) 152.16 (feet) ADJUSTED EH1473 ___________________________________________________________________ EH1473 GEOID HEIGHT- -26.71 (meters) GEOID99 EH1473 DYNAMIC HT - 46.334 (meters) 152.01 (feet) COMP EH1473 MODELED GRAV- 979,665.1 (mgal) NAVD 88 EH1473 EH1473 VERT ORDER - FIRST CLASS II EH1473 EH1473.The horizontal coordinates were scaled from a topographic map and have EH1473.an estimated accuracy of +/- 6 seconds. EH1473 EH1473.The orthometric height was determined by differential leveling EH1473.and adjusted by the National Geodetic Survey in August 1993. EH1473 EH1473.The geoid height was determined by GEOID99. EH1473 EH1473.The dynamic height is computed by dividing the NAVD 88 EH1473.geopotential number by the normal gravity value computed on the EH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1473.degrees latitude (g = 980.6199 gals.). EH1473 EH1473.The modeled gravity was interpolated from observed gravity values. EH1473 EH1473; North East Units Estimated Accuracy EH1473;SPC AR S - 591,760. 483,420. MT (+/- 180 meters Scaled) EH1473 EH1473 SUPERSEDED SURVEY CONTROL EH1473 EH1473 NGVD 29 - 46.407 (m) 152.25 (f) ADJUSTED 1 2 EH1473 EH1473.Superseded values are not recommended for survey control. EH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1473.See file dsdata.txt to determine how the superseded data were derived. EH1473 EH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU753072(NAD 83) EH1473_MARKER: DB = BENCH MARK DISK EH1473_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1473+WITH SETTING: INTO GROUND EH1473_STAMPING: M 224 1976 EH1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1473+STABILITY: SURFACE MOTION EH1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1473+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1473 EH1473 HISTORY - Date Condition Report By EH1473 HISTORY - 1976 MONUMENTED NGS EH1473 HISTORY - 1982 GOOD NGS EH1473 HISTORY - 20030407 GOOD USACE EH1473 EH1473 STATION DESCRIPTION EH1473 EH1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1473'2.25 MI NE FROM ST CHARLES. EH1473'2.25 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE EH1473'WHITE RIVER AT ST. CHARLES, 87 FEET EAST OF THE CENTERLINE OF THE EH1473'HIGHWAY, 11 FEET NORTH OF THE SOUTH LEG OF A HIGH VOLTAGE TOWER, AND EH1473'15 FEET NORTH OF THE NORTHWEST LEG OF THE TOWER. A DISK ON TOP OF A EH1473'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE EH1473'PROJECTING +4 INCHES. 2 FEET BELOW HIGHWAY. EH1473 EH1473 STATION RECOVERY (1982) EH1473 EH1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EH1473'RECOVERED IN GOOD CONDITION. EH1473 EH1473 STATION RECOVERY (2003) EH1473 EH1473'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1473'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1464 *********************************************************************** EH1464 DESIGNATION - M 225 EH1464 PID - EH1464 EH1464 STATE/COUNTY- AR/ARKANSAS EH1464 USGS QUAD - ETHEL (1967) EH1464 EH1464 *CURRENT SURVEY CONTROL EH1464 ___________________________________________________________________ EH1464* NAD 83(1986)- 34 22 07. (N) 091 09 14. (W) SCALED EH1464* NAVD 88 - 56.851 (meters) 186.52 (feet) ADJUSTED EH1464 ___________________________________________________________________ EH1464 GEOID HEIGHT- -26.62 (meters) GEOID99 EH1464 DYNAMIC HT - 56.795 (meters) 186.33 (feet) COMP EH1464 MODELED GRAV- 979,665.1 (mgal) NAVD 88 EH1464 EH1464 VERT ORDER - FIRST CLASS II EH1464 EH1464.The horizontal coordinates were scaled from a topographic map and have EH1464.an estimated accuracy of +/- 6 seconds. EH1464 EH1464.The orthometric height was determined by differential leveling EH1464.and adjusted by the National Geodetic Survey in August 1993. EH1464 EH1464.The geoid height was determined by GEOID99. EH1464 EH1464.The dynamic height is computed by dividing the NAVD 88 EH1464.geopotential number by the normal gravity value computed on the EH1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1464.degrees latitude (g = 980.6199 gals.). EH1464 EH1464.The modeled gravity was interpolated from observed gravity values. EH1464 EH1464; North East Units Estimated Accuracy EH1464;SPC AR S - 589,090. 477,820. MT (+/- 180 meters Scaled) EH1464 EH1464 SUPERSEDED SURVEY CONTROL EH1464 EH1464 NGVD 29 - 56.878 (m) 186.61 (f) ADJUSTED 1 2 EH1464 EH1464.Superseded values are not recommended for survey control. EH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1464.See file dsdata.txt to determine how the superseded data were derived. EH1464 EH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU697045(NAD 83) EH1464_MARKER: DB = BENCH MARK DISK EH1464_SETTING: 30 = CULVERT EH1464_STAMPING: M 225 1976 EH1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1464 EH1464 HISTORY - Date Condition Report By EH1464 HISTORY - 1976 MONUMENTED NGS EH1464 HISTORY - 1987 GOOD USPSQD EH1464 HISTORY - 20030408 POOR USACE EH1464 EH1464 STATION DESCRIPTION EH1464 EH1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1464'1.65 MI W FROM ST CHARLES. EH1464'1.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1464'STREET AT ST. CHARLES, AT THE JUNCTION OF STATE HIGHWAY 17, 71 FEET EH1464'EAST OF THE CENTERLINE OF HIGHWAY 17, 32.6 FEET SOUTH OF THE EH1464'CENTERLINE OF HIGHWAY 1, IN THE TOP OF THE WEST END OF A CONCRETE EH1464'HEADWALL, AND 0.8 FEET EAST OF THE WEST END OF THE HEADWALL. 1 FOOT EH1464'BELOW HIGHWAY 53 FEET NORTH OF A WITNESS POST. EH1464 EH1464 STATION RECOVERY (1987) EH1464 EH1464'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) EH1464'RECOVERED IN GOOD CONDITION. EH1464 EH1464 STATION RECOVERY (2003) EH1464 EH1464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1464'DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1495 *********************************************************************** EH1495 DESIGNATION - N 225 EH1495 PID - EH1495 EH1495 STATE/COUNTY- AR/ARKANSAS EH1495 USGS QUAD - ETHEL (1967) EH1495 EH1495 *CURRENT SURVEY CONTROL EH1495 ___________________________________________________________________ EH1495* NAD 83(1986)- 34 21 51. (N) 091 14 07. (W) SCALED EH1495* NAVD 88 - 56.254 (meters) 184.56 (feet) ADJUSTED EH1495 ___________________________________________________________________ EH1495 GEOID HEIGHT- -26.54 (meters) GEOID99 EH1495 DYNAMIC HT - 56.199 (meters) 184.38 (feet) COMP EH1495 MODELED GRAV- 979,667.1 (mgal) NAVD 88 EH1495 EH1495 VERT ORDER - FIRST CLASS II EH1495 EH1495.The horizontal coordinates were scaled from a topographic map and have EH1495.an estimated accuracy of +/- 6 seconds. EH1495 EH1495.The orthometric height was determined by differential leveling EH1495.and adjusted by the National Geodetic Survey in August 1993. EH1495 EH1495.The geoid height was determined by GEOID99. EH1495 EH1495.The dynamic height is computed by dividing the NAVD 88 EH1495.geopotential number by the normal gravity value computed on the EH1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1495.degrees latitude (g = 980.6199 gals.). EH1495 EH1495.The modeled gravity was interpolated from observed gravity values. EH1495 EH1495; North East Units Estimated Accuracy EH1495;SPC AR S - 588,540. 470,340. MT (+/- 180 meters Scaled) EH1495 EH1495 SUPERSEDED SURVEY CONTROL EH1495 EH1495 NGVD 29 - 56.276 (m) 184.63 (f) ADJUSTED 1 2 EH1495 EH1495.Superseded values are not recommended for survey control. EH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1495.See file dsdata.txt to determine how the superseded data were derived. EH1495 EH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU622039(NAD 83) EH1495_MARKER: DB = BENCH MARK DISK EH1495_SETTING: 30 = GUARD RAIL EH1495_STAMPING: N 225 1976 EH1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1495+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1495 EH1495 HISTORY - Date Condition Report By EH1495 HISTORY - 1976 MONUMENTED NGS EH1495 HISTORY - 1987 GOOD USPSQD EH1495 HISTORY - 20030407 GOOD USACE EH1495 EH1495 STATION DESCRIPTION EH1495 EH1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1495'6.45 MI SW FROM ST CHARLES. EH1495'6.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1495'STREET AT ST. CHARLES, IN THE TOP OF THE STEP OF THE NORTHEAST CORNER EH1495'OF THE NORTHWEST GUARD RAIL, 15 FEET NORTHWEST OF THE CENTERLINE OF EH1495'THE HIGHWAY, 0.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GUARD EH1495'RAIL. 1 FOOT ABOVE HIGHWAY. EH1495 EH1495 STATION RECOVERY (1987) EH1495 EH1495'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) EH1495'RECOVERED IN GOOD CONDITION. EH1495 EH1495 STATION RECOVERY (2003) EH1495 EH1495'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1495'MARK IS ON NORTHEAST CORNER BRIDGE ABUTMENT UNDERNEATH HEW BUARD RAIL. EH1495' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1325 *********************************************************************** EH1325 DESIGNATION - N 82 EH1325 PID - EH1325 EH1325 STATE/COUNTY- AR/ARKANSAS EH1325 USGS QUAD - TICHNOR (1972) EH1325 EH1325 *CURRENT SURVEY CONTROL EH1325 ___________________________________________________________________ EH1325* NAD 83(1986)- 34 11 34. (N) 091 21 37. (W) SCALED EH1325* NAVD 88 - 56.436 (meters) 185.16 (feet) ADJUSTED EH1325 ___________________________________________________________________ EH1325 GEOID HEIGHT- -26.23 (meters) GEOID99 EH1325 DYNAMIC HT - 56.381 (meters) 184.98 (feet) COMP EH1325 MODELED GRAV- 979,659.7 (mgal) NAVD 88 EH1325 EH1325 VERT ORDER - FIRST CLASS II EH1325 EH1325.The horizontal coordinates were scaled from a topographic map and have EH1325.an estimated accuracy of +/- 6 seconds. EH1325 EH1325.The orthometric height was determined by differential leveling EH1325.and adjusted by the National Geodetic Survey in August 1993. EH1325 EH1325.The geoid height was determined by GEOID99. EH1325 EH1325.The dynamic height is computed by dividing the NAVD 88 EH1325.geopotential number by the normal gravity value computed on the EH1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1325.degrees latitude (g = 980.6199 gals.). EH1325 EH1325.The modeled gravity was interpolated from observed gravity values. EH1325 EH1325; North East Units Estimated Accuracy EH1325;SPC AR S - 569,450. 458,960. MT (+/- 180 meters Scaled) EH1325 EH1325 SUPERSEDED SURVEY CONTROL EH1325 EH1325 NGVD 29 - 56.475 (m) 185.29 (f) ADJUSTED 1 2 EH1325 EH1325.Superseded values are not recommended for survey control. EH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1325.See file dsdata.txt to determine how the superseded data were derived. EH1325 EH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT510847(NAD 83) EH1325_MARKER: DB = BENCH MARK DISK EH1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1325_STAMPING: N 82 1935 EH1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1325+STABILITY: SURFACE MOTION EH1325 EH1325 HISTORY - Date Condition Report By EH1325 HISTORY - 1935 MONUMENTED CGS EH1325 HISTORY - 1955 GOOD CGS EH1325 HISTORY - 1976 GOOD NGS EH1325 HISTORY - 20030416 MARK NOT FOUND USACE EH1325 EH1325 STATION DESCRIPTION EH1325 EH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1325'5.2 MI N FROM GILLETT. EH1325'5.2 MILES NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1325'STATION AT GILLETT, AT A ROAD CROSSING, 17 POLES SOUTH OF MILEPOST EH1325'262, 34 FEET WEST OF THE WEST RAIL, 30 FEET SOUTH OF THE CENTER LINE EH1325'OF AN EAST AND WEST ROAD, 21 FEET EAST OF THE CENTER LINE OF A NORTH EH1325'AND SOUTH ROAD, 4 FEET EAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A EH1325'WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK A 117, SET IN THE TOP OF A EH1325'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. EH1325 EH1325 STATION RECOVERY (1976) EH1325 EH1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1325'RECOVERED IN GOOD CONDITION. EH1325 EH1325 STATION RECOVERY (2003) EH1325 EH1325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1325'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1391 *********************************************************************** EH1391 DESIGNATION - P 115 EH1391 PID - EH1391 EH1391 STATE/COUNTY- AR/ARKANSAS EH1391 USGS QUAD - DE WITT (1968) EH1391 EH1391 *CURRENT SURVEY CONTROL EH1391 ___________________________________________________________________ EH1391* NAD 83(1986)- 34 21 23. (N) 091 20 52. (W) SCALED EH1391* NAVD 88 - 60.871 (meters) 199.71 (feet) ADJUSTED EH1391 ___________________________________________________________________ EH1391 GEOID HEIGHT- -26.42 (meters) GEOID99 EH1391 DYNAMIC HT - 60.812 (meters) 199.51 (feet) COMP EH1391 MODELED GRAV- 979,669.2 (mgal) NAVD 88 EH1391 EH1391 VERT ORDER - FIRST CLASS II EH1391 EH1391.The horizontal coordinates were scaled from a topographic map and have EH1391.an estimated accuracy of +/- 6 seconds. EH1391 EH1391.The orthometric height was determined by differential leveling EH1391.and adjusted by the National Geodetic Survey in August 1993. EH1391 EH1391.The geoid height was determined by GEOID99. EH1391 EH1391.The dynamic height is computed by dividing the NAVD 88 EH1391.geopotential number by the normal gravity value computed on the EH1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1391.degrees latitude (g = 980.6199 gals.). EH1391 EH1391.The modeled gravity was interpolated from observed gravity values. EH1391 EH1391; North East Units Estimated Accuracy EH1391;SPC AR S - 587,600. 460,000. MT (+/- 180 meters Scaled) EH1391 EH1391 SUPERSEDED SURVEY CONTROL EH1391 EH1391 NGVD 29 - 60.945 (m) 199.95 (f) ADJUSTED 1 2 EH1391 EH1391.Superseded values are not recommended for survey control. EH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1391.See file dsdata.txt to determine how the superseded data were derived. EH1391 EH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519029(NAD 83) EH1391_MARKER: DB = BENCH MARK DISK EH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1391_STAMPING: P 115 1954 EH1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1391+STABILITY: SURFACE MOTION EH1391 EH1391 HISTORY - Date Condition Report By EH1391 HISTORY - 1954 MONUMENTED CGS EH1391 HISTORY - 1976 GOOD NGS EH1391 HISTORY - 20030414 POOR USACE EH1391 EH1391 STATION DESCRIPTION EH1391 EH1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1391'4.6 MI N FROM DEWITT. EH1391'4.6 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT, EH1391'65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE EH1391'CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET EAST OF A POWER POLE, 2 EH1391'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP EH1391'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. EH1391 EH1391 STATION RECOVERY (1976) EH1391 EH1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1391'RECOVERED IN GOOD CONDITION. EH1391 EH1391 STATION RECOVERY (2003) EH1391 EH1391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1391'CONCRETE SLAB FOUND, NO DISK. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1431 *********************************************************************** EH1431 DESIGNATION - P 116 EH1431 PID - EH1431 EH1431 STATE/COUNTY- AR/ARKANSAS EH1431 USGS QUAD - ALMYRA (1968) EH1431 EH1431 *CURRENT SURVEY CONTROL EH1431 ___________________________________________________________________ EH1431* NAD 83(1986)- 34 28 34. (N) 091 26 09. (W) SCALED EH1431* NAVD 88 - 61.872 (meters) 202.99 (feet) ADJUSTED EH1431 ___________________________________________________________________ EH1431 GEOID HEIGHT- -26.50 (meters) GEOID99 EH1431 DYNAMIC HT - 61.813 (meters) 202.80 (feet) COMP EH1431 MODELED GRAV- 979,677.6 (mgal) NAVD 88 EH1431 EH1431 VERT ORDER - FIRST CLASS II EH1431 EH1431.The horizontal coordinates were scaled from a topographic map and have EH1431.an estimated accuracy of +/- 6 seconds. EH1431 EH1431.The orthometric height was determined by differential leveling EH1431.and adjusted by the National Geodetic Survey in August 1993. EH1431 EH1431.The geoid height was determined by GEOID99. EH1431 EH1431.The dynamic height is computed by dividing the NAVD 88 EH1431.geopotential number by the normal gravity value computed on the EH1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1431.degrees latitude (g = 980.6199 gals.). EH1431 EH1431.The modeled gravity was interpolated from observed gravity values. EH1431 EH1431; North East Units Estimated Accuracy EH1431;SPC AR S - 600,840. 451,830. MT (+/- 180 meters Scaled) EH1431 EH1431 SUPERSEDED SURVEY CONTROL EH1431 EH1431 NGVD 29 - 61.921 (m) 203.15 (f) ADJUSTED 1 2 EH1431 EH1431.Superseded values are not recommended for survey control. EH1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1431.See file dsdata.txt to determine how the superseded data were derived. EH1431 EH1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436160(NAD 83) EH1431_MARKER: DB = BENCH MARK DISK EH1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1431_STAMPING: P 116 1955 EH1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1431+STABILITY: SURFACE MOTION EH1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1431+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 EH1431 EH1431 HISTORY - Date Condition Report By EH1431 HISTORY - 1955 MONUMENTED CGS EH1431 HISTORY - 20030415 GOOD USACE EH1431 EH1431 STATION DESCRIPTION EH1431 EH1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1431'6.9 MI E FROM STUTTGART. EH1431'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN EH1431'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE EH1431'HIGHWAYS 11 AND 30 THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 30, 245 EH1431'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 234 FEET EH1431'NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED, 39 FEET SOUTH OF EH1431'THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF A TELEPHONE POLE, EH1431'6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST EH1431'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND. EH1431 EH1431 STATION RECOVERY (2003) EH1431 EH1431'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1431'MARK IS 27.2 FT NORTHWEST OF POWERPOLE WITH GUYED WIRE, 1 FT NORTH OF EH1431'CARSONITE WITNESS POST. ALSO, MARK SIT AT EDGE OF DITCH. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1471 *********************************************************************** EH1471 DESIGNATION - P 224 EH1471 PID - EH1471 EH1471 STATE/COUNTY- AR/ARKANSAS EH1471 USGS QUAD - TURNER (1967) EH1471 EH1471 *CURRENT SURVEY CONTROL EH1471 ___________________________________________________________________ EH1471* NAD 83(1986)- 34 22 48. (N) 091 06 49. (W) SCALED EH1471* NAVD 88 - 45.829 (meters) 150.36 (feet) ADJUSTED EH1471 ___________________________________________________________________ EH1471 GEOID HEIGHT- -26.68 (meters) GEOID99 EH1471 DYNAMIC HT - 45.785 (meters) 150.21 (feet) COMP EH1471 MODELED GRAV- 979,664.8 (mgal) NAVD 88 EH1471 EH1471 VERT ORDER - FIRST CLASS II EH1471 EH1471.The horizontal coordinates were scaled from a topographic map and have EH1471.an estimated accuracy of +/- 6 seconds. EH1471 EH1471.The orthometric height was determined by differential leveling EH1471.and adjusted by the National Geodetic Survey in August 1993. EH1471 EH1471.The geoid height was determined by GEOID99. EH1471 EH1471.The dynamic height is computed by dividing the NAVD 88 EH1471.geopotential number by the normal gravity value computed on the EH1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1471.degrees latitude (g = 980.6199 gals.). EH1471 EH1471.The modeled gravity was interpolated from observed gravity values. EH1471 EH1471; North East Units Estimated Accuracy EH1471;SPC AR S - 590,380. 481,520. MT (+/- 180 meters Scaled) EH1471 EH1471 SUPERSEDED SURVEY CONTROL EH1471 EH1471 NGVD 29 - 45.857 (m) 150.45 (f) ADJUSTED 1 2 EH1471 EH1471.Superseded values are not recommended for survey control. EH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1471.See file dsdata.txt to determine how the superseded data were derived. EH1471 EH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU734059(NAD 83) EH1471_MARKER: DB = BENCH MARK DISK EH1471_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1471+WITH SETTING: INTO GROUND EH1471_STAMPING: P 224 1976 EH1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1471+STABILITY: SURFACE MOTION EH1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1471+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1471 EH1471 HISTORY - Date Condition Report By EH1471 HISTORY - 1976 MONUMENTED NGS EH1471 HISTORY - 1982 GOOD NGS EH1471 HISTORY - 20030407 GOOD USACE EH1471 EH1471 STATION DESCRIPTION EH1471 EH1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1471'0.7 MI NE FROM ST CHARLES. EH1471'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE EH1471'WHITE RIVER AT ST. CHARLES, SET BY A STEEL HIGH VOLTAGE TOWER, 83 FEET EH1471'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF EH1471'HIGH VOLTAGE STEEL TOWER. A DISK ON TOP OF A COPPER-COATED STEEL ROD EH1471'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES. 2 FEET EH1471'BELOW HIGHWAY. EH1471 EH1471 STATION RECOVERY (1982) EH1471 EH1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EH1471'RECOVERED IN GOOD CONDITION. EH1471 EH1471 STATION RECOVERY (2003) EH1471 EH1471'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1471'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1383 *********************************************************************** EH1383 DESIGNATION - P 225 EH1383 PID - EH1383 EH1383 STATE/COUNTY- AR/ARKANSAS EH1383 USGS QUAD - DE WITT (1968) EH1383 EH1383 *CURRENT SURVEY CONTROL EH1383 ___________________________________________________________________ EH1383* NAD 83(1986)- 34 17 30. (N) 091 20 38. (W) SCALED EH1383* NAVD 88 - 57.462 (meters) 188.52 (feet) ADJUSTED EH1383 ___________________________________________________________________ EH1383 GEOID HEIGHT- -26.34 (meters) GEOID99 EH1383 DYNAMIC HT - 57.406 (meters) 188.34 (feet) COMP EH1383 MODELED GRAV- 979,665.1 (mgal) NAVD 88 EH1383 EH1383 VERT ORDER - FIRST CLASS II EH1383 EH1383.The horizontal coordinates were scaled from a topographic map and have EH1383.an estimated accuracy of +/- 6 seconds. EH1383 EH1383.The orthometric height was determined by differential leveling EH1383.and adjusted by the National Geodetic Survey in August 1993. EH1383 EH1383.The geoid height was determined by GEOID99. EH1383 EH1383.The dynamic height is computed by dividing the NAVD 88 EH1383.geopotential number by the normal gravity value computed on the EH1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1383.degrees latitude (g = 980.6199 gals.). EH1383 EH1383.The modeled gravity was interpolated from observed gravity values. EH1383 EH1383; North East Units Estimated Accuracy EH1383;SPC AR S - 580,430. 460,400. MT (+/- 180 meters Scaled) EH1383 EH1383 SUPERSEDED SURVEY CONTROL EH1383 EH1383 NGVD 29 - 57.487 (m) 188.61 (f) ADJUSTED 1 2 EH1383 EH1383.Superseded values are not recommended for survey control. EH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1383.See file dsdata.txt to determine how the superseded data were derived. EH1383 EH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524957(NAD 83) EH1383_MARKER: DB = BENCH MARK DISK EH1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1383_STAMPING: P 225 1976 EH1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1383 EH1383 HISTORY - Date Condition Report By EH1383 HISTORY - 1976 MONUMENTED NGS EH1383 HISTORY - 20030414 POOR USACE EH1383 EH1383 STATION DESCRIPTION EH1383 EH1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1383'IN DEWITT. EH1383'0.1 MILE SOUTH ALONG HARRISON STREET FROM ITS JUNCTION WITH STATE EH1383'HIGHWAY 152, 36 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF EH1383'HARRISON AND THE RAILROAD, 29 FEET WEST OF THE CENTER OF HARRISON EH1383'STREET, 23 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, AND 7 FEET WEST EH1383'OF A RAILROAD CROSSING SIGN. A DISK ON TOP OF A COPPER-COATED STEEL EH1383'ROD TO A DEPTH OF 40 FEET ENCASED IN A PIPE PROJECTING +1 INCHES. EH1383'ABOUT LEVEL WITH STREET 1 FOOT EAST OF A WITNESS POST. EH1383 EH1383 STATION RECOVERY (2003) EH1383 EH1383'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1383'MONUMENT FOUND, BUT DISK HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1315 *********************************************************************** EH1315 DESIGNATION - P 57 EH1315 PID - EH1315 EH1315 STATE/COUNTY- AR/ARKANSAS EH1315 USGS QUAD - GILLETT (1972) EH1315 EH1315 *CURRENT SURVEY CONTROL EH1315 ___________________________________________________________________ EH1315* NAD 83(1986)- 34 07 03. (N) 091 22 32. (W) SCALED EH1315* NAVD 88 - 55.884 (meters) 183.35 (feet) ADJUSTED EH1315 ___________________________________________________________________ EH1315 GEOID HEIGHT- -26.16 (meters) GEOID99 EH1315 DYNAMIC HT - 55.829 (meters) 183.17 (feet) COMP EH1315 MODELED GRAV- 979,656.1 (mgal) NAVD 88 EH1315 EH1315 VERT ORDER - FIRST CLASS II EH1315 EH1315.The horizontal coordinates were scaled from a topographic map and have EH1315.an estimated accuracy of +/- 6 seconds. EH1315 EH1315.The orthometric height was determined by differential leveling EH1315.and adjusted by the National Geodetic Survey in August 1993. EH1315.WARNING-Repeat measurements at this control monument indicate possible EH1315.vertical movement. EH1315 EH1315.The geoid height was determined by GEOID99. EH1315 EH1315.The dynamic height is computed by dividing the NAVD 88 EH1315.geopotential number by the normal gravity value computed on the EH1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1315.degrees latitude (g = 980.6199 gals.). EH1315 EH1315.The modeled gravity was interpolated from observed gravity values. EH1315 EH1315; North East Units Estimated Accuracy EH1315;SPC AR S - 561,090. 457,610. MT (+/- 180 meters Scaled) EH1315 EH1315 SUPERSEDED SURVEY CONTROL EH1315 EH1315 NGVD 29 - 55.929 (m) 183.49 (f) ADJUSTED 1 2 EH1315 EH1315.Superseded values are not recommended for survey control. EH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1315.See file dsdata.txt to determine how the superseded data were derived. EH1315 EH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498763(NAD 83) EH1315_MARKER: DB = BENCH MARK DISK EH1315_SETTING: 0 = UNSPECIFIED SETTING EH1315_STAMPING: P 57 1935 EH1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1315 EH1315 HISTORY - Date Condition Report By EH1315 HISTORY - 1935 MONUMENTED CGS EH1315 HISTORY - 1972 GOOD USGS EH1315 HISTORY - 1976 GOOD NGS EH1315 HISTORY - 20030417 MARK NOT FOUND USACE EH1315 EH1315 STATION DESCRIPTION EH1315 EH1315'DESCRIBED BY US GEOLOGICAL SURVEY 1972 EH1315'IN GILLETT. EH1315'AT GILLETT. IN NE. 1/4 SEC. 6, T. 7 S., R. 3 W. 72 FT. S., 100 FT. EH1315'E. AND ON THE SAME LEVEL AS THE CORNER OF MAIN AND FRONT ST. (T-STREET EH1315'W.). 30 FT. W. OF CENTER OF MAIN TRACK OF R.R. 9 FT. N. OF 2 FT. EH1315'DIA. TREE. 1.5 FT. N. OF METAL WITNESS POST A USC AND GS TABLET EH1315'STAMPED P-57 1935. SET FLUSH WITH GROUND. EH1315 EH1315 STATION RECOVERY (1976) EH1315 EH1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1315'RECOVERED IN GOOD CONDITION. EH1315 EH1315 STATION RECOVERY (2003) EH1315 EH1315'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1315'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1401 *********************************************************************** EH1401 DESIGNATION - Q 114 EH1401 PID - EH1401 EH1401 STATE/COUNTY- AR/ARKANSAS EH1401 USGS QUAD - ALMYRA (1968) EH1401 EH1401 *CURRENT SURVEY CONTROL EH1401 ___________________________________________________________________ EH1401* NAD 83(1986)- 34 23 52. (N) 091 24 31. (W) SCALED EH1401* NAVD 88 - 60.551 (meters) 198.66 (feet) ADJUSTED EH1401 ___________________________________________________________________ EH1401 GEOID HEIGHT- -26.42 (meters) GEOID99 EH1401 DYNAMIC HT - 60.492 (meters) 198.46 (feet) COMP EH1401 MODELED GRAV- 979,672.8 (mgal) NAVD 88 EH1401 EH1401 VERT ORDER - FIRST CLASS II EH1401 EH1401.The horizontal coordinates were scaled from a topographic map and have EH1401.an estimated accuracy of +/- 6 seconds. EH1401 EH1401.The orthometric height was determined by differential leveling EH1401.and adjusted by the National Geodetic Survey in August 1993. EH1401 EH1401.The geoid height was determined by GEOID99. EH1401 EH1401.The dynamic height is computed by dividing the NAVD 88 EH1401.geopotential number by the normal gravity value computed on the EH1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1401.degrees latitude (g = 980.6199 gals.). EH1401 EH1401.The modeled gravity was interpolated from observed gravity values. EH1401 EH1401; North East Units Estimated Accuracy EH1401;SPC AR S - 592,160. 454,380. MT (+/- 180 meters Scaled) EH1401 EH1401 SUPERSEDED SURVEY CONTROL EH1401 EH1401 NGVD 29 - 60.612 (m) 198.86 (f) ADJUSTED 1 2 EH1401 EH1401.Superseded values are not recommended for survey control. EH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1401.See file dsdata.txt to determine how the superseded data were derived. EH1401 EH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462074(NAD 83) EH1401_MARKER: DB = BENCH MARK DISK EH1401_SETTING: 30 = CULVERT EH1401_STAMPING: Q 114 1954 EH1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1401+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 EH1401 EH1401 HISTORY - Date Condition Report By EH1401 HISTORY - 1954 MONUMENTED CGS EH1401 HISTORY - 20030415 GOOD USACE EH1401 EH1401 STATION DESCRIPTION EH1401 EH1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1401'0.6 MI S FROM ALMYRA. EH1401'0.6 MILE SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1401'STATION AT ALMYRA, 11 POLES SOUTH OF MILEPOST 245, 66 FEET EAST OF THE EH1401'EAST RAIL, 12 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 30, SET IN EH1401'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT. EH1401 EH1401 STATION RECOVERY (2003) EH1401 EH1401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1401'HWY IN ORIGINAL DESCRIPTION NOW NAMED OLD ALMYRA HWY ROAD. RAILROAD EH1401'ABANDONED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1492 *********************************************************************** EH1492 DESIGNATION - Q 225 EH1492 PID - EH1492 EH1492 STATE/COUNTY- AR/ARKANSAS EH1492 USGS QUAD - DE WITT (1968) EH1492 EH1492 *CURRENT SURVEY CONTROL EH1492 ___________________________________________________________________ EH1492* NAD 83(1986)- 34 19 40. (N) 091 16 18. (W) SCALED EH1492* NAVD 88 - 58.496 (meters) 191.92 (feet) ADJUSTED EH1492 ___________________________________________________________________ EH1492 GEOID HEIGHT- -26.46 (meters) GEOID99 EH1492 DYNAMIC HT - 58.440 (meters) 191.73 (feet) COMP EH1492 MODELED GRAV- 979,665.7 (mgal) NAVD 88 EH1492 EH1492 VERT ORDER - FIRST CLASS II EH1492 EH1492.The horizontal coordinates were scaled from a topographic map and have EH1492.an estimated accuracy of +/- 6 seconds. EH1492 EH1492.The orthometric height was determined by differential leveling EH1492.and adjusted by the National Geodetic Survey in August 1993. EH1492 EH1492.The geoid height was determined by GEOID99. EH1492 EH1492.The dynamic height is computed by dividing the NAVD 88 EH1492.geopotential number by the normal gravity value computed on the EH1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1492.degrees latitude (g = 980.6199 gals.). EH1492 EH1492.The modeled gravity was interpolated from observed gravity values. EH1492 EH1492; North East Units Estimated Accuracy EH1492;SPC AR S - 584,480. 467,020. MT (+/- 180 meters Scaled) EH1492 EH1492 SUPERSEDED SURVEY CONTROL EH1492 EH1492 NGVD 29 - 58.520 (m) 191.99 (f) ADJUSTED 1 2 EH1492 EH1492.Superseded values are not recommended for survey control. EH1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1492.See file dsdata.txt to determine how the superseded data were derived. EH1492 EH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT590998(NAD 83) EH1492_MARKER: DB = BENCH MARK DISK EH1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1492_STAMPING: Q 225 1976 EH1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1492+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1492 EH1492 HISTORY - Date Condition Report By EH1492 HISTORY - 1976 MONUMENTED NGS EH1492 HISTORY - 1987 GOOD USPSQD EH1492 HISTORY - 20030414 GOOD USACE EH1492 EH1492 STATION DESCRIPTION EH1492 EH1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1492'9.75 MI SW FROM ST CHARLES. EH1492'9.75 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH EH1492'FIRST STREET AT ST. CHARLES, SET AT THE NORTH CORNER OF THE JUNCTION EH1492'OF STATE HIGHWAY 153, 69 FEET NORTHWEST OF THE CENTERLINE OF THE EH1492'HIGHWAY, 86 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, AND EH1492'15.5 FEET NORTH OF A SECTION CORNER POST. NOTE BM IS ALSO 3.55 MILES EH1492'NORTH EAST OF DEWITT. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A EH1492'DEPTH OF 88 FEET ENCASED IN A PIPE PROJECTING +2 INCHES. 5 FEET ABOVE EH1492'HIGHWAY 2 FEET SOUTHEAST OF A WITNESS POST. EH1492 EH1492 STATION RECOVERY (1987) EH1492 EH1492'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) EH1492'RECOVERED IN GOOD CONDITION. EH1492 EH1492 STATION RECOVERY (2003) EH1492 EH1492'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1492'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1344 *********************************************************************** EH1344 DESIGNATION - Q 226 EH1344 PID - EH1344 EH1344 STATE/COUNTY- AR/ARKANSAS EH1344 USGS QUAD - DE WITT (1968) EH1344 EH1344 *CURRENT SURVEY CONTROL EH1344 ___________________________________________________________________ EH1344* NAD 83(1986)- 34 18 12. (N) 091 19 24. (W) SCALED EH1344* NAVD 88 - 51.927 (meters) 170.36 (feet) ADJUSTED EH1344 ___________________________________________________________________ EH1344 GEOID HEIGHT- -26.38 (meters) GEOID99 EH1344 DYNAMIC HT - 51.876 (meters) 170.20 (feet) COMP EH1344 MODELED GRAV- 979,665.4 (mgal) NAVD 88 EH1344 EH1344 VERT ORDER - FIRST CLASS II EH1344 EH1344.The horizontal coordinates were scaled from a topographic map and have EH1344.an estimated accuracy of +/- 6 seconds. EH1344 EH1344.The orthometric height was determined by differential leveling EH1344.and adjusted by the National Geodetic Survey in August 1993. EH1344 EH1344.The geoid height was determined by GEOID99. EH1344 EH1344.The dynamic height is computed by dividing the NAVD 88 EH1344.geopotential number by the normal gravity value computed on the EH1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1344.degrees latitude (g = 980.6199 gals.). EH1344 EH1344.The modeled gravity was interpolated from observed gravity values. EH1344 EH1344; North East Units Estimated Accuracy EH1344;SPC AR S - 581,730. 462,290. MT (+/- 180 meters Scaled) EH1344 EH1344 SUPERSEDED SURVEY CONTROL EH1344 EH1344 NGVD 29 - 51.950 (m) 170.44 (f) ADJUSTED 1 2 EH1344 EH1344.Superseded values are not recommended for survey control. EH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1344.See file dsdata.txt to determine how the superseded data were derived. EH1344 EH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT542970(NAD 83) EH1344_MARKER: DB = BENCH MARK DISK EH1344_SETTING: 30 = CULVERT EH1344_STAMPING: Q 226 1976 EH1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1344+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1344 EH1344 HISTORY - Date Condition Report By EH1344 HISTORY - 1976 MONUMENTED NGS EH1344 HISTORY - 20030414 GOOD USACE EH1344 EH1344 STATION DESCRIPTION EH1344 EH1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1344'1.1 MI NE FROM DEWITT. EH1344'0.2 MILE EAST ON CROSS STREET FROM THE COURTHOUSE AT DEWITT, THENCE EH1344'0.2 MILE NORTH ON CEDER STREET, THENCE 0.7 MILE NORTHEAST ON NORTH EH1344'HALLIBURTON STREET, SET IN THE NORTH END OF THE WEST HEADWALL OF A EH1344'CONCRETE CULVERT, 23 FEET NORTH OF THE CENTER OF A DRIVEWAY, AND 12 EH1344'FEET WEST OF THE CENTER LINE OF STREET. 3 FEET ABOVE STREET. EH1344 EH1344 STATION RECOVERY (2003) EH1344 EH1344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1344'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1469 *********************************************************************** EH1469 DESIGNATION - R 225 EH1469 PID - EH1469 EH1469 STATE/COUNTY- AR/ARKANSAS EH1469 USGS QUAD - CROCKETTS BLUFF (1967) EH1469 EH1469 *CURRENT SURVEY CONTROL EH1469 ___________________________________________________________________ EH1469* NAD 83(1986)- 34 22 36. (N) 091 07 32. (W) SCALED EH1469* NAVD 88 - 48.123 (meters) 157.88 (feet) ADJUSTED EH1469 ___________________________________________________________________ EH1469 GEOID HEIGHT- -26.66 (meters) GEOID99 EH1469 DYNAMIC HT - 48.076 (meters) 157.73 (feet) COMP EH1469 MODELED GRAV- 979,664.9 (mgal) NAVD 88 EH1469 EH1469 VERT ORDER - FIRST CLASS II EH1469 EH1469.The horizontal coordinates were scaled from a topographic map and have EH1469.an estimated accuracy of +/- 6 seconds. EH1469 EH1469.The orthometric height was determined by differential leveling EH1469.and adjusted by the National Geodetic Survey in August 1993. EH1469 EH1469.The geoid height was determined by GEOID99. EH1469 EH1469.The dynamic height is computed by dividing the NAVD 88 EH1469.geopotential number by the normal gravity value computed on the EH1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1469.degrees latitude (g = 980.6199 gals.). EH1469 EH1469.The modeled gravity was interpolated from observed gravity values. EH1469 EH1469; North East Units Estimated Accuracy EH1469;SPC AR S - 590,010. 480,420. MT (+/- 180 meters Scaled) EH1469 EH1469 SUPERSEDED SURVEY CONTROL EH1469 EH1469 NGVD 29 - 48.150 (m) 157.97 (f) ADJUSTED 1 2 EH1469 EH1469.Superseded values are not recommended for survey control. EH1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1469.See file dsdata.txt to determine how the superseded data were derived. EH1469 EH1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723055(NAD 83) EH1469_MARKER: DB = BENCH MARK DISK EH1469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1469_STAMPING: R 225 1976 EH1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1469+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1469 EH1469 HISTORY - Date Condition Report By EH1469 HISTORY - 1976 MONUMENTED NGS EH1469 HISTORY - 20030407 GOOD USACE EH1469 EH1469 STATION DESCRIPTION EH1469 EH1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1469'0.25 MI N FROM ST CHARLES. EH1469'0.25 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1469'STREET AT ST. CHARLES, ON THE SOUTH BANK OF THE WHITE RIVER, 58.6 FT EH1469'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40 FT NORTHEAST OF A POWER EH1469'POLE WITH A SWITCH BOX, 69.9 FEET WEST OF A POWER LINE POLE WITH A EH1469'STREET LAMP, 16.9 FEET NORTHWEST OF THE EDGE OF A BLACKTOP DRIVEWAY, EH1469'AND 8.6 FEET SOUTHEAST OF A CYCLONE FENCE. A DISK ON TOP OF A EH1469'COPPER-COATED STEEL ROD TO A DEPTH OF 80 FEET ENCASED IN A PIPE EH1469'PROJECTING +0 INCHES. ABOUT LEVEL WITH BLACKTOP DRIVE 25 FEET ABOVE EH1469'HIGHWAY 11 FEET SOUTHEAST OF A WITNESS POST. EH1469 EH1469 STATION RECOVERY (2003) EH1469 EH1469'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1469'ACCESS FROM RIGHT TOP BANK AT BOAT RAMP DUE TO SECUTIRY GATE AT EH1469'LOCATION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1349 *********************************************************************** EH1349 DESIGNATION - R 226 EH1349 PID - EH1349 EH1349 STATE/COUNTY- AR/ARKANSAS EH1349 USGS QUAD - DE WITT (1968) EH1349 EH1349 *CURRENT SURVEY CONTROL EH1349 ___________________________________________________________________ EH1349* NAD 83(1986)- 34 18 56. (N) 091 17 11. (W) SCALED EH1349* NAVD 88 - 50.709 (meters) 166.37 (feet) ADJUSTED EH1349 ___________________________________________________________________ EH1349 GEOID HEIGHT- -26.43 (meters) GEOID99 EH1349 DYNAMIC HT - 50.660 (meters) 166.21 (feet) COMP EH1349 MODELED GRAV- 979,665.3 (mgal) NAVD 88 EH1349 EH1349 VERT ORDER - FIRST CLASS II EH1349 EH1349.The horizontal coordinates were scaled from a topographic map and have EH1349.an estimated accuracy of +/- 6 seconds. EH1349 EH1349.The orthometric height was determined by differential leveling EH1349.and adjusted by the National Geodetic Survey in August 1993. EH1349 EH1349.The geoid height was determined by GEOID99. EH1349 EH1349.The dynamic height is computed by dividing the NAVD 88 EH1349.geopotential number by the normal gravity value computed on the EH1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1349.degrees latitude (g = 980.6199 gals.). EH1349 EH1349.The modeled gravity was interpolated from observed gravity values. EH1349 EH1349; North East Units Estimated Accuracy EH1349;SPC AR S - 583,110. 465,680. MT (+/- 180 meters Scaled) EH1349 EH1349 SUPERSEDED SURVEY CONTROL EH1349 EH1349 NGVD 29 - 50.731 (m) 166.44 (f) ADJUSTED 1 2 EH1349 EH1349.Superseded values are not recommended for survey control. EH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1349.See file dsdata.txt to determine how the superseded data were derived. EH1349 EH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT576984(NAD 83) EH1349_MARKER: DB = BENCH MARK DISK EH1349_SETTING: 30 = CULVERT EH1349_STAMPING: R 226 1976 EH1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1349+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1349 EH1349 HISTORY - Date Condition Report By EH1349 HISTORY - 1976 MONUMENTED NGS EH1349 HISTORY - 20030414 GOOD USACE EH1349 EH1349 STATION DESCRIPTION EH1349 EH1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1349'2.8 MI NE FROM DEWITT. EH1349'2.75 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH EH1349'STATE HIGHWAY 1B AT DEWITT, SET IN THE EAST END OF THE NORTH HEADWALL EH1349'OF A 16 FOOT CONCRETE CULVERT, 119 FEET SOUTHEAST OF A POWER POLE ON EH1349'THE NORTH SIDE OF THE HIGWAY AND A LINE CROSSING THE HIGHWAY, 48 FEET EH1349'NORTH OF THE CENTERLINE OF THE HIGHWAY. 8 FEET BELOW HIGHWAY. EH1349 EH1349 STATION RECOVERY (2003) EH1349 EH1349'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1349'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1307 *********************************************************************** EH1307 DESIGNATION - R 57 RESET EH1307 PID - EH1307 EH1307 STATE/COUNTY- AR/ARKANSAS EH1307 USGS QUAD - ARKANSAS POST (1972) EH1307 EH1307 *CURRENT SURVEY CONTROL EH1307 ___________________________________________________________________ EH1307* NAD 83(1986)- 34 03 40. (N) 091 22 22. (W) SCALED EH1307* NAVD 88 - 54.864 (meters) 180.00 (feet) ADJUSTED EH1307 ___________________________________________________________________ EH1307 GEOID HEIGHT- -26.12 (meters) GEOID99 EH1307 DYNAMIC HT - 54.810 (meters) 179.82 (feet) COMP EH1307 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EH1307 EH1307 VERT ORDER - FIRST CLASS II EH1307 EH1307.The horizontal coordinates were scaled from a topographic map and have EH1307.an estimated accuracy of +/- 6 seconds. EH1307 EH1307.The orthometric height was determined by differential leveling EH1307.and adjusted by the National Geodetic Survey in June 1991. EH1307 EH1307.The geoid height was determined by GEOID99. EH1307 EH1307.The dynamic height is computed by dividing the NAVD 88 EH1307.geopotential number by the normal gravity value computed on the EH1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1307.degrees latitude (g = 980.6199 gals.). EH1307 EH1307.The modeled gravity was interpolated from observed gravity values. EH1307 EH1307; North East Units Estimated Accuracy EH1307;SPC AR S - 554,840. 457,900. MT (+/- 180 meters Scaled) EH1307 EH1307 SUPERSEDED SURVEY CONTROL EH1307 EH1307 NGVD 29 - 54.925 (m) 180.20 (f) ADJUSTED 1 2 EH1307 EH1307.Superseded values are not recommended for survey control. EH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1307.See file dsdata.txt to determine how the superseded data were derived. EH1307 EH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501701(NAD 83) EH1307_MARKER: DB = BENCH MARK DISK EH1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1307_STAMPING: R 57 1935 RESET 1955 EH1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1307+STABILITY: SURFACE MOTION EH1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1307+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 EH1307 EH1307 HISTORY - Date Condition Report By EH1307 HISTORY - 1955 MONUMENTED CGS EH1307 HISTORY - 1976 GOOD NGS EH1307 HISTORY - 20030417 GOOD USACE EH1307 EH1307 STATION DESCRIPTION EH1307 EH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1307'4.0 MI S FROM GILLETT. EH1307'4.0 MILES SOUTH ALONG THE STATE HIGHWAY 1 FROM THE ST. LOUIS AND EH1307'SOUTHWESTERN RAILROAD STATION AT GILLETT, 126 FEET EAST OF THE CENTER EH1307'LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD EH1307'LEADING EAST, 3 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A NORTH EH1307'AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A EH1307'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. EH1307 EH1307 STATION RECOVERY (1976) EH1307 EH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1307'RECOVERED IN GOOD CONDITION. EH1307 EH1307 STATION RECOVERY (2003) EH1307 EH1307'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1307'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1336 *********************************************************************** EH1336 DESIGNATION - S 116 EH1336 PID - EH1336 EH1336 STATE/COUNTY- AR/ARKANSAS EH1336 USGS QUAD - TICHNOR (1972) EH1336 EH1336 *CURRENT SURVEY CONTROL EH1336 ___________________________________________________________________ EH1336* NAD 83(1986)- 34 14 18. (N) 091 21 03. (W) SCALED EH1336* NAVD 88 - 57.713 (meters) 189.35 (feet) ADJUSTED EH1336 ___________________________________________________________________ EH1336 GEOID HEIGHT- -26.28 (meters) GEOID99 EH1336 DYNAMIC HT - 57.657 (meters) 189.16 (feet) COMP EH1336 MODELED GRAV- 979,662.1 (mgal) NAVD 88 EH1336 EH1336 VERT ORDER - FIRST CLASS II EH1336 EH1336.The horizontal coordinates were scaled from a topographic map and have EH1336.an estimated accuracy of +/- 6 seconds. EH1336 EH1336.The orthometric height was determined by differential leveling EH1336.and adjusted by the National Geodetic Survey in August 1993. EH1336 EH1336.The geoid height was determined by GEOID99. EH1336 EH1336.The dynamic height is computed by dividing the NAVD 88 EH1336.geopotential number by the normal gravity value computed on the EH1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1336.degrees latitude (g = 980.6199 gals.). EH1336 EH1336.The modeled gravity was interpolated from observed gravity values. EH1336 EH1336; North East Units Estimated Accuracy EH1336;SPC AR S - 574,510. 459,800. MT (+/- 180 meters Scaled) EH1336 EH1336 SUPERSEDED SURVEY CONTROL EH1336 EH1336 NGVD 29 - 57.747 (m) 189.46 (f) ADJUSTED 1 2 EH1336 EH1336.Superseded values are not recommended for survey control. EH1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1336.See file dsdata.txt to determine how the superseded data were derived. EH1336 EH1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT518898(NAD 83) EH1336_MARKER: DB = BENCH MARK DISK EH1336_SETTING: 30 = CULVERT EH1336_STAMPING: S 116 1955 EH1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1336+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 EH1336 EH1336 HISTORY - Date Condition Report By EH1336 HISTORY - 1955 MONUMENTED CGS EH1336 HISTORY - 1976 GOOD NGS EH1336 HISTORY - 20030416 GOOD USACE EH1336 EH1336 STATION DESCRIPTION EH1336 EH1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1336'3.9 MI S FROM DEWITT. EH1336'3.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1336'STATION AT DEWITT, AT A ROAD CROSSING, 10 1/8 POLES SOUTH OF MILEPOST EH1336'259, 1 1/2 POLES SOUTH OF THE STATION SIGN AT INDIANA SIDING, 18 FEET EH1336'WEST OF THE WEST RAIL, 17 FEET SOUTH OF THE CENTER LINE OF A ROAD, SET EH1336'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT EH1336'UNDER THE ROAD. EH1336 EH1336 STATION RECOVERY (1976) EH1336 EH1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1336'RECOVERED IN GOOD CONDITION. EH1336 EH1336 STATION RECOVERY (2003) EH1336 EH1336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1336'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1497 *********************************************************************** EH1497 DESIGNATION - S 225 EH1497 PID - EH1497 EH1497 STATE/COUNTY- AR/ARKANSAS EH1497 USGS QUAD - ETHEL (1967) EH1497 EH1497 *CURRENT SURVEY CONTROL EH1497 ___________________________________________________________________ EH1497* NAD 83(1986)- 34 22 10. (N) 091 12 22. (W) SCALED EH1497* NAVD 88 - 57.577 (meters) 188.90 (feet) ADJUSTED EH1497 ___________________________________________________________________ EH1497 GEOID HEIGHT- -26.57 (meters) GEOID99 EH1497 DYNAMIC HT - 57.521 (meters) 188.72 (feet) COMP EH1497 MODELED GRAV- 979,666.7 (mgal) NAVD 88 EH1497 EH1497 VERT ORDER - FIRST CLASS II EH1497 EH1497.The horizontal coordinates were scaled from a topographic map and have EH1497.an estimated accuracy of +/- 6 seconds. EH1497 EH1497.The orthometric height was determined by differential leveling EH1497.and adjusted by the National Geodetic Survey in August 1993. EH1497 EH1497.The geoid height was determined by GEOID99. EH1497 EH1497.The dynamic height is computed by dividing the NAVD 88 EH1497.geopotential number by the normal gravity value computed on the EH1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1497.degrees latitude (g = 980.6199 gals.). EH1497 EH1497.The modeled gravity was interpolated from observed gravity values. EH1497 EH1497; North East Units Estimated Accuracy EH1497;SPC AR S - 589,140. 473,020. MT (+/- 180 meters Scaled) EH1497 EH1497 SUPERSEDED SURVEY CONTROL EH1497 EH1497 NGVD 29 - 57.600 (m) 188.98 (f) ADJUSTED 1 2 EH1497 EH1497.Superseded values are not recommended for survey control. EH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1497.See file dsdata.txt to determine how the superseded data were derived. EH1497 EH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU649045(NAD 83) EH1497_MARKER: DB = BENCH MARK DISK EH1497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1497_STAMPING: S 225 1976 EH1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1497+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1497 EH1497 HISTORY - Date Condition Report By EH1497 HISTORY - 1976 MONUMENTED NGS EH1497 HISTORY - 20030407 GOOD USACE EH1497 EH1497 STATION DESCRIPTION EH1497 EH1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1497'4.65 MI W FROM ST CHARLES. EH1497'4.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST EH1497'STREET AT ST. CHARLES, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 52 EH1497'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF THE EH1497'CENTERLINE OF THE ROAD, 24 FEET WEST OF THE CENTERLINE OF A GRAVEL EH1497'DRIVEWAY LEADING NORTH TO A HOUSE, 5 FEET NORTHEAST OF A JUNCTION EH1497'POWER LINE POLE WITH A TRANSFORMER. A DISK ON TOP OF A COPPER-COATED EH1497'STEEL ROD TO A DEPTH OF 96 FEET ENCASED IN A PIPE PROJECTING +0 EH1497'INCHES. 1 FOOT BELOW HIGHWAY. EH1497 EH1497 STATION RECOVERY (2003) EH1497 EH1497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1497'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1346 *********************************************************************** EH1346 DESIGNATION - S 226 EH1346 PID - EH1346 EH1346 STATE/COUNTY- AR/ARKANSAS EH1346 USGS QUAD - DE WITT (1968) EH1346 EH1346 *CURRENT SURVEY CONTROL EH1346 ___________________________________________________________________ EH1346* NAD 83(1986)- 34 18 32. (N) 091 18 08. (W) SCALED EH1346* NAVD 88 - 58.966 (meters) 193.46 (feet) ADJUSTED EH1346 ___________________________________________________________________ EH1346 GEOID HEIGHT- -26.41 (meters) GEOID99 EH1346 DYNAMIC HT - 58.909 (meters) 193.27 (feet) COMP EH1346 MODELED GRAV- 979,665.3 (mgal) NAVD 88 EH1346 EH1346 VERT ORDER - FIRST CLASS II EH1346 EH1346.The horizontal coordinates were scaled from a topographic map and have EH1346.an estimated accuracy of +/- 6 seconds. EH1346 EH1346.The orthometric height was determined by differential leveling EH1346.and adjusted by the National Geodetic Survey in August 1993. EH1346 EH1346.The geoid height was determined by GEOID99. EH1346 EH1346.The dynamic height is computed by dividing the NAVD 88 EH1346.geopotential number by the normal gravity value computed on the EH1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1346.degrees latitude (g = 980.6199 gals.). EH1346 EH1346.The modeled gravity was interpolated from observed gravity values. EH1346 EH1346; North East Units Estimated Accuracy EH1346;SPC AR S - 582,360. 464,230. MT (+/- 180 meters Scaled) EH1346 EH1346 SUPERSEDED SURVEY CONTROL EH1346 EH1346 NGVD 29 - 58.989 (m) 193.53 (f) ADJUSTED 1 2 EH1346 EH1346.Superseded values are not recommended for survey control. EH1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1346.See file dsdata.txt to determine how the superseded data were derived. EH1346 EH1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT562977(NAD 83) EH1346_MARKER: DB = BENCH MARK DISK EH1346_SETTING: 30 = CULVERT EH1346_STAMPING: S 226 1976 EH1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1346+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1346 EH1346 HISTORY - Date Condition Report By EH1346 HISTORY - 1976 MONUMENTED NGS EH1346 HISTORY - 20030414 GOOD USACE EH1346 EH1346 STATION DESCRIPTION EH1346 EH1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1346'1.6 MI NE FROM DEWITT. EH1346'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE EH1346'HIGHWAY 1B AT DEWITT, SET IN THE NORTHEAST END OF THE NORTHWEST EH1346'HEADWALL OF A CONCRETE CULVERT, 123 FEET SOUTHEAST OF THE NORTHWEST EH1346'CORNER OF A LARGE BRICK HOUSE, AND 29 FEET NORTHWEST OF THE CENTER EH1346'LINE OF HIGHWAY. 1 FOOT BELOW HIGHWAY. EH1346 EH1346 STATION RECOVERY (2003) EH1346 EH1346'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1385 *********************************************************************** EH1385 DESIGNATION - T 115 EH1385 PID - EH1385 EH1385 STATE/COUNTY- AR/ARKANSAS EH1385 USGS QUAD - DE WITT (1968) EH1385 EH1385 *CURRENT SURVEY CONTROL EH1385 ___________________________________________________________________ EH1385* NAD 83(1986)- 34 17 54. (N) 091 20 24. (W) SCALED EH1385* NAVD 88 - 57.086 (meters) 187.29 (feet) ADJUSTED EH1385 ___________________________________________________________________ EH1385 GEOID HEIGHT- -26.36 (meters) GEOID99 EH1385 DYNAMIC HT - 57.030 (meters) 187.11 (feet) COMP EH1385 MODELED GRAV- 979,665.5 (mgal) NAVD 88 EH1385 EH1385 VERT ORDER - FIRST CLASS II EH1385 EH1385.The horizontal coordinates were scaled from a topographic map and have EH1385.an estimated accuracy of +/- 6 seconds. EH1385 EH1385.The orthometric height was determined by differential leveling EH1385.and adjusted by the National Geodetic Survey in August 1993. EH1385.WARNING-Repeat measurements at this control monument indicate possible EH1385.vertical movement. EH1385 EH1385.The geoid height was determined by GEOID99. EH1385 EH1385.The dynamic height is computed by dividing the NAVD 88 EH1385.geopotential number by the normal gravity value computed on the EH1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1385.degrees latitude (g = 980.6199 gals.). EH1385 EH1385.The modeled gravity was interpolated from observed gravity values. EH1385 EH1385; North East Units Estimated Accuracy EH1385;SPC AR S - 581,170. 460,760. MT (+/- 180 meters Scaled) EH1385 EH1385 SUPERSEDED SURVEY CONTROL EH1385 EH1385 NGVD 29 - 57.110 (m) 187.37 (f) ADJUSTED 1 2 EH1385 EH1385.Superseded values are not recommended for survey control. EH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1385.See file dsdata.txt to determine how the superseded data were derived. EH1385 EH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT527964(NAD 83) EH1385_MARKER: DB = BENCH MARK DISK EH1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1385_STAMPING: T 115 1954 EH1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1385+STABILITY: SURFACE MOTION EH1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1385+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1385 EH1385 HISTORY - Date Condition Report By EH1385 HISTORY - 1954 MONUMENTED CGS EH1385 HISTORY - 1976 GOOD NGS EH1385 HISTORY - 20030414 GOOD USACE EH1385 EH1385 STATION DESCRIPTION EH1385 EH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1385'0.5 MI N FROM DEWITT. EH1385'0.5 MILE NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT, EH1385'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MONROE STREET AND EH1385'HALLIBURTON STREET, 0.1 MILE EAST OF THE HIGH SCHOOL, 46 FEET EH1385'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 18 FEET WEST OF THE EH1385'CENTER LINE OF MONROE STREET, 24 FEET SOUTH OF THE CENTER LINE OF EH1385'HALLIBURTON STREET, 5 FEET SOUTH OF A POWER POLE, 3 FEET WEST OF THE EH1385'WEST CURB OF MONROE STREET, SET IN THE TOP OF A CONCRETE POST WHICH IS EH1385'FLUSH WITH THE GROUND. EH1385 EH1385 STATION RECOVERY (1976) EH1385 EH1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1385'RECOVERED IN GOOD CONDITION. EH1385 EH1385 STATION RECOVERY (2003) EH1385 EH1385'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1385'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1470 *********************************************************************** EH1470 DESIGNATION - T 225 EH1470 PID - EH1470 EH1470 STATE/COUNTY- AR/ARKANSAS EH1470 USGS QUAD - TURNER (1967) EH1470 EH1470 *CURRENT SURVEY CONTROL EH1470 ___________________________________________________________________ EH1470* NAD 83(1986)- 34 22 42. (N) 091 07 23. (W) SCALED EH1470* NAVD 88 - 46.282 (meters) 151.84 (feet) ADJUSTED EH1470 ___________________________________________________________________ EH1470 GEOID HEIGHT- -26.67 (meters) GEOID99 EH1470 DYNAMIC HT - 46.237 (meters) 151.70 (feet) COMP EH1470 MODELED GRAV- 979,664.9 (mgal) NAVD 88 EH1470 EH1470 VERT ORDER - FIRST CLASS II EH1470 EH1470.The horizontal coordinates were scaled from a topographic map and have EH1470.an estimated accuracy of +/- 6 seconds. EH1470 EH1470.The orthometric height was determined by differential leveling EH1470.and adjusted by the National Geodetic Survey in August 1993. EH1470 EH1470.The geoid height was determined by GEOID99. EH1470 EH1470.The dynamic height is computed by dividing the NAVD 88 EH1470.geopotential number by the normal gravity value computed on the EH1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1470.degrees latitude (g = 980.6199 gals.). EH1470 EH1470.The modeled gravity was interpolated from observed gravity values. EH1470 EH1470; North East Units Estimated Accuracy EH1470;SPC AR S - 590,190. 480,650. MT (+/- 180 meters Scaled) EH1470 EH1470 SUPERSEDED SURVEY CONTROL EH1470 EH1470 NGVD 29 - 46.309 (m) 151.93 (f) ADJUSTED 1 2 EH1470 EH1470.Superseded values are not recommended for survey control. EH1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1470.See file dsdata.txt to determine how the superseded data were derived. EH1470 EH1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU725057(NAD 83) EH1470_MARKER: DB = BENCH MARK DISK EH1470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1470_STAMPING: T 225 1976 EH1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1470 EH1470 HISTORY - Date Condition Report By EH1470 HISTORY - 1976 MONUMENTED NGS EH1470 HISTORY - 20030407 MARK NOT FOUND USACE EH1470 EH1470 STATION DESCRIPTION EH1470 EH1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1470'0.1 MI NE FROM ST CHARLES. EH1470'0.1 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE EH1470'WHITE RIVER AT ST. CHARLES, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE EH1470'HIGHWAY, 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE RIVER EH1470'NATIONAL WILDLIFE REFUGE SIGN, 3 FEET NORTHEAST OF A POLE SUPPORTING EH1470'SIGNAL LIGHT FOR FERRY CROSSING, 70 FEET NORTHEAST OF A CONCRETE POST EH1470'PROJECTING 2 FEET WITH STAMPING ON SIDE F.A.P.031. A DISK ON TOP OF A EH1470'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE EH1470'PROJECTING +1 INCHES. 1 FOOT BELOW HIGHWAY. EH1470 EH1470 STATION RECOVERY (2003) EH1470 EH1470'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1470'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1317 *********************************************************************** EH1317 DESIGNATION - T 226 EH1317 PID - EH1317 EH1317 STATE/COUNTY- AR/ARKANSAS EH1317 USGS QUAD - TICHNOR (1972) EH1317 EH1317 *CURRENT SURVEY CONTROL EH1317 ___________________________________________________________________ EH1317* NAD 83(1986)- 34 08 18. (N) 091 22 17. (W) SCALED EH1317* NAVD 88 - 56.916 (meters) 186.73 (feet) ADJUSTED EH1317 ___________________________________________________________________ EH1317 GEOID HEIGHT- -26.18 (meters) GEOID99 EH1317 DYNAMIC HT - 56.860 (meters) 186.55 (feet) COMP EH1317 MODELED GRAV- 979,657.0 (mgal) NAVD 88 EH1317 EH1317 VERT ORDER - FIRST CLASS II EH1317 EH1317.The horizontal coordinates were scaled from a topographic map and have EH1317.an estimated accuracy of +/- 6 seconds. EH1317 EH1317.The orthometric height was determined by differential leveling EH1317.and adjusted by the National Geodetic Survey in August 1993. EH1317 EH1317.The geoid height was determined by GEOID99. EH1317 EH1317.The dynamic height is computed by dividing the NAVD 88 EH1317.geopotential number by the normal gravity value computed on the EH1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1317.degrees latitude (g = 980.6199 gals.). EH1317 EH1317.The modeled gravity was interpolated from observed gravity values. EH1317 EH1317; North East Units Estimated Accuracy EH1317;SPC AR S - 563,400. 457,980. MT (+/- 180 meters Scaled) EH1317 EH1317 SUPERSEDED SURVEY CONTROL EH1317 EH1317 NGVD 29 - 56.960 (m) 186.88 (f) ADJUSTED 1 2 EH1317 EH1317.Superseded values are not recommended for survey control. EH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1317.See file dsdata.txt to determine how the superseded data were derived. EH1317 EH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501786(NAD 83) EH1317_MARKER: DB = BENCH MARK DISK EH1317_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1317+WITH SETTING: INTO GROUND EH1317_STAMPING: T 226 1976 EH1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1317+STABILITY: SURFACE MOTION EH1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1317+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 EH1317 EH1317 HISTORY - Date Condition Report By EH1317 HISTORY - 1976 MONUMENTED NGS EH1317 HISTORY - 20030416 GOOD USACE EH1317 EH1317 STATION DESCRIPTION EH1317 EH1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1317'1.3 MI N FROM GILLETT. EH1317'1.3 MILES NORTH ALONG THE SAINT LEWIS SOUTHWESTERN RAILROAD FROM THE EH1317'JUNCTION OF FRONT STREET AT GILLETT, 62.6 FEET EAST OF THE EAST RAIL, EH1317'19.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, AND 6.1 FEET EH1317'SOUTHEAST OF A POWER LINE POLE WITH 3 GUY WIRES. A DISK ON TOP OF A EH1317'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE EH1317'PROJECTING +2 INCHES. 1 FOOT ABOVE RAIL 4 FEET SOUTH OF A WITNESS EH1317'POST. EH1317 EH1317 STATION RECOVERY (2003) EH1317 EH1317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1317'MARK IS 0.5 FT NORTH OF METAL WITNESS POST, LITTLE ROCK DISTRICT. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1380 *********************************************************************** EH1380 DESIGNATION - U 115 EH1380 PID - EH1380 EH1380 STATE/COUNTY- AR/ARKANSAS EH1380 USGS QUAD - DE WITT (1968) EH1380 EH1380 *CURRENT SURVEY CONTROL EH1380 ___________________________________________________________________ EH1380* NAD 83(1986)- 34 17 54. (N) 091 20 58. (W) SCALED EH1380* NAVD 88 - 56.332 (meters) 184.82 (feet) ADJUSTED EH1380 ___________________________________________________________________ EH1380 GEOID HEIGHT- -26.35 (meters) GEOID99 EH1380 DYNAMIC HT - 56.277 (meters) 184.64 (feet) COMP EH1380 MODELED GRAV- 979,665.6 (mgal) NAVD 88 EH1380 EH1380 VERT ORDER - FIRST CLASS II EH1380 EH1380.The horizontal coordinates were scaled from a topographic map and have EH1380.an estimated accuracy of +/- 6 seconds. EH1380 EH1380.The orthometric height was determined by differential leveling EH1380.and adjusted by the National Geodetic Survey in August 1993. EH1380.WARNING-Repeat measurements at this control monument indicate possible EH1380.vertical movement. EH1380 EH1380.The geoid height was determined by GEOID99. EH1380 EH1380.The dynamic height is computed by dividing the NAVD 88 EH1380.geopotential number by the normal gravity value computed on the EH1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1380.degrees latitude (g = 980.6199 gals.). EH1380 EH1380.The modeled gravity was interpolated from observed gravity values. EH1380 EH1380; North East Units Estimated Accuracy EH1380;SPC AR S - 581,160. 459,890. MT (+/- 180 meters Scaled) EH1380 EH1380 SUPERSEDED SURVEY CONTROL EH1380 EH1380 NGVD 29 - 56.358 (m) 184.90 (f) ADJUSTED 1 2 EH1380 EH1380.Superseded values are not recommended for survey control. EH1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1380.See file dsdata.txt to determine how the superseded data were derived. EH1380 EH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT518964(NAD 83) EH1380_MARKER: DB = BENCH MARK DISK EH1380_SETTING: 30 = CULVERT EH1380_STAMPING: U 115 1954 EH1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH1380+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 EH1380 EH1380 HISTORY - Date Condition Report By EH1380 HISTORY - 1954 MONUMENTED CGS EH1380 HISTORY - 1976 GOOD NGS EH1380 HISTORY - 20030414 GOOD USACE EH1380 EH1380 STATION DESCRIPTION EH1380 EH1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 EH1380'1.0 MI W FROM DEWITT. EH1380'1.0 MILE WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT, EH1380'0.45 MILE WEST OF THE HIGH SCHOOL, 18 FEET NORTH OF THE CENTER LINE OF EH1380'THE HIGHWAY, 20 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD EH1380'LEADING SOUTH, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF EH1380'A CONCRETE PIPE CULVERT. EH1380 EH1380 STATION RECOVERY (1976) EH1380 EH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1380'RECOVERED IN GOOD CONDITION. EH1380 EH1380 STATION RECOVERY (2003) EH1380 EH1380'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1380'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH2447 *********************************************************************** EH2447 DESIGNATION - U 225 RESET EH2447 PID - EH2447 EH2447 STATE/COUNTY- AR/ARKANSAS EH2447 USGS QUAD - TURNER (1967) EH2447 EH2447 *CURRENT SURVEY CONTROL EH2447 ___________________________________________________________________ EH2447* NAD 83(1986)- 34 24 35. (N) 091 04 37. (W) SCALED EH2447* NAVD 88 - 47.95 (meters) 157.3 (feet) RESET EH2447 ___________________________________________________________________ EH2447 GEOID HEIGHT- -26.74 (meters) GEOID99 EH2447 EH2447 VERT ORDER - THIRD EH2447 EH2447.The horizontal coordinates were scaled from a topographic map and have EH2447.an estimated accuracy of +/- 6 seconds. EH2447 EH2447.The orthometric height was computed from unverified reset data. EH2447 EH2447.The geoid height was determined by GEOID99. EH2447 EH2447; North East Units Estimated Accuracy EH2447;SPC AR S - 593,710. 484,860. MT (+/- 180 meters Scaled) EH2447 EH2447 SUPERSEDED SURVEY CONTROL EH2447 EH2447 NGVD 29 - 47.97 (m) 157.4 (f) RESET 3 EH2447 EH2447.Superseded values are not recommended for survey control. EH2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2447.See file dsdata.txt to determine how the superseded data were derived. EH2447 EH2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU767092(NAD 83) EH2447_MARKER: DB = BENCH MARK DISK EH2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2447_STAMPING: U 225 RESET 1982 EH2447_PROJECTION: FLUSH EH2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH2447+STABILITY: SURFACE MOTION EH2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH2447+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH2447 EH2447 HISTORY - Date Condition Report By EH2447 HISTORY - 1982 MONUMENTED NGS EH2447 HISTORY - 20030407 GOOD USACE EH2447 EH2447 STATION DESCRIPTION EH2447 EH2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 EH2447'4.0 MI NE FROM ST CHARLES. EH2447'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF EH2447'THE WHITE RIVER IN ST CHARLES, 26.06 METERS (86.5 FT) SOUTHEAST OF EH2447'THE CENTER OF NEW HIGHWAY, AND 0.45 METERS (1.5 FT) WEST-SOUTHWEST EH2447'OF THE NORTHWEST LEG OF A 4-LEGGED STEEL HIGH VOLTAGE TOWER. EH2447'THE MARK IS 1.0 FT ENE FROM A WITNESS POST. EH2447'THE MARK IS 1.0 FT ABOVE HIGHWAY. EH2447 EH2447 STATION RECOVERY (2003) EH2447 EH2447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH2447'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1331 *********************************************************************** EH1331 DESIGNATION - U 226 EH1331 PID - EH1331 EH1331 STATE/COUNTY- AR/ARKANSAS EH1331 USGS QUAD - TICHNOR (1972) EH1331 EH1331 *CURRENT SURVEY CONTROL EH1331 ___________________________________________________________________ EH1331* NAD 83(1986)- 34 12 32. (N) 091 21 23. (W) SCALED EH1331* NAVD 88 - 58.325 (meters) 191.35 (feet) ADJUSTED EH1331 ___________________________________________________________________ EH1331 GEOID HEIGHT- -26.24 (meters) GEOID99 EH1331 DYNAMIC HT - 58.268 (meters) 191.17 (feet) COMP EH1331 MODELED GRAV- 979,660.6 (mgal) NAVD 88 EH1331 EH1331 VERT ORDER - FIRST CLASS II EH1331 EH1331.The horizontal coordinates were scaled from a topographic map and have EH1331.an estimated accuracy of +/- 6 seconds. EH1331 EH1331.The orthometric height was determined by differential leveling EH1331.and adjusted by the National Geodetic Survey in August 1993. EH1331 EH1331.The geoid height was determined by GEOID99. EH1331 EH1331.The dynamic height is computed by dividing the NAVD 88 EH1331.geopotential number by the normal gravity value computed on the EH1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1331.degrees latitude (g = 980.6199 gals.). EH1331 EH1331.The modeled gravity was interpolated from observed gravity values. EH1331 EH1331; North East Units Estimated Accuracy EH1331;SPC AR S - 571,240. 459,310. MT (+/- 180 meters Scaled) EH1331 EH1331 SUPERSEDED SURVEY CONTROL EH1331 EH1331 NGVD 29 - 58.362 (m) 191.48 (f) ADJUSTED 1 2 EH1331 EH1331.Superseded values are not recommended for survey control. EH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1331.See file dsdata.txt to determine how the superseded data were derived. EH1331 EH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT514865(NAD 83) EH1331_MARKER: DB = BENCH MARK DISK EH1331_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH1331+WITH SETTING: INTO GROUND EH1331_STAMPING: U 226 1976 EH1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1331+STABILITY: SURFACE MOTION EH1331 EH1331 HISTORY - Date Condition Report By EH1331 HISTORY - 1976 MONUMENTED NGS EH1331 HISTORY - 20030416 MARK NOT FOUND USACE EH1331 EH1331 STATION DESCRIPTION EH1331 EH1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1331'6.0 MI S FROM DEWITT. EH1331'6.0 MILES SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE EH1331'RAILROAD STATION AT DEWITT, 6.3 MILES NORTH OF GILLETT, 26 FEET EAST EH1331'OF THE EAST RAIL, 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, AND 3 EH1331'FEET WEST OF A POWERLINE POLE. A DISK ON TOP OF A COPPER-COATED STEEL EH1331'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 2 EH1331'FEET BELOW RAILROAD 1 FOOT EAST OF A WITNESS POST. EH1331 EH1331 STATION RECOVERY (2003) EH1331 EH1331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1331'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1308 *********************************************************************** EH1308 DESIGNATION - V 116 EH1308 PID - EH1308 EH1308 STATE/COUNTY- AR/ARKANSAS EH1308 USGS QUAD - ARKANSAS POST (1972) EH1308 EH1308 *CURRENT SURVEY CONTROL EH1308 ___________________________________________________________________ EH1308* NAD 83(1986)- 34 04 32. (N) 091 22 23. (W) SCALED EH1308* NAVD 88 - 54.473 (meters) 178.72 (feet) ADJUSTED EH1308 ___________________________________________________________________ EH1308 GEOID HEIGHT- -26.13 (meters) GEOID99 EH1308 DYNAMIC HT - 54.419 (meters) 178.54 (feet) COMP EH1308 MODELED GRAV- 979,654.7 (mgal) NAVD 88 EH1308 EH1308 VERT ORDER - FIRST CLASS II EH1308 EH1308.The horizontal coordinates were scaled from a topographic map and have EH1308.an estimated accuracy of +/- 6 seconds. EH1308 EH1308.The orthometric height was determined by differential leveling EH1308.and adjusted by the National Geodetic Survey in August 1993. EH1308.WARNING-Repeat measurements at this control monument indicate possible EH1308.vertical movement. EH1308 EH1308.The geoid height was determined by GEOID99. EH1308 EH1308.The dynamic height is computed by dividing the NAVD 88 EH1308.geopotential number by the normal gravity value computed on the EH1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1308.degrees latitude (g = 980.6199 gals.). EH1308 EH1308.The modeled gravity was interpolated from observed gravity values. EH1308 EH1308; North East Units Estimated Accuracy EH1308;SPC AR S - 556,440. 457,860. MT (+/- 180 meters Scaled) EH1308 EH1308 SUPERSEDED SURVEY CONTROL EH1308 EH1308 NGVD 29 - 54.530 (m) 178.90 (f) ADJUSTED 1 2 EH1308 EH1308.Superseded values are not recommended for survey control. EH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1308.See file dsdata.txt to determine how the superseded data were derived. EH1308 EH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501717(NAD 83) EH1308_MARKER: DB = BENCH MARK DISK EH1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1308_STAMPING: V 116 1955 EH1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1308+STABILITY: SURFACE MOTION EH1308 EH1308 HISTORY - Date Condition Report By EH1308 HISTORY - 1955 MONUMENTED CGS EH1308 HISTORY - 1976 GOOD NGS EH1308 HISTORY - 20030417 POOR USACE EH1308 EH1308 STATION DESCRIPTION EH1308 EH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1308'3.0 MI S FROM GILLETT. EH1308'3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND EH1308'SOUTHWESTERN RAILROAD STATION AT GILLETT, AT THE NORTH END OF AN EH1308'IRRIGATION DITCH, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 EH1308'FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, EH1308'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE EH1308'GROUND. EH1308 EH1308 STATION RECOVERY (1976) EH1308 EH1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1308'RECOVERED IN GOOD CONDITION. EH1308 EH1308 STATION RECOVERY (2003) EH1308 EH1308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1308'CONCRETE SLAB FOUND LYING IN DRAIN DITCH. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1466 *********************************************************************** EH1466 DESIGNATION - W 57 EH1466 PID - EH1466 EH1466 STATE/COUNTY- AR/ARKANSAS EH1466 USGS QUAD - ETHEL (1967) EH1466 EH1466 *CURRENT SURVEY CONTROL EH1466 ___________________________________________________________________ EH1466* NAD 83(1986)- 34 22 25. (N) 091 08 12. (W) SCALED EH1466* NAVD 88 - 61.317 (meters) 201.17 (feet) ADJUSTED EH1466 ___________________________________________________________________ EH1466 GEOID HEIGHT- -26.65 (meters) GEOID99 EH1466 DYNAMIC HT - 61.258 (meters) 200.98 (feet) COMP EH1466 MODELED GRAV- 979,665.0 (mgal) NAVD 88 EH1466 EH1466 VERT ORDER - FIRST CLASS II EH1466 EH1466.The horizontal coordinates were scaled from a topographic map and have EH1466.an estimated accuracy of +/- 6 seconds. EH1466 EH1466.The orthometric height was determined by differential leveling EH1466.and adjusted by the National Geodetic Survey in August 1993. EH1466 EH1466.The geoid height was determined by GEOID99. EH1466 EH1466.The dynamic height is computed by dividing the NAVD 88 EH1466.geopotential number by the normal gravity value computed on the EH1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1466.degrees latitude (g = 980.6199 gals.). EH1466 EH1466.The modeled gravity was interpolated from observed gravity values. EH1466 EH1466; North East Units Estimated Accuracy EH1466;SPC AR S - 589,660. 479,400. MT (+/- 180 meters Scaled) EH1466 EH1466 SUPERSEDED SURVEY CONTROL EH1466 EH1466 NGVD 29 - 61.344 (m) 201.26 (f) ADJUSTED 1 2 EH1466 EH1466.Superseded values are not recommended for survey control. EH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1466.See file dsdata.txt to determine how the superseded data were derived. EH1466 EH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU713051(NAD 83) EH1466_MARKER: DB = BENCH MARK DISK EH1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1466_STAMPING: W 57 1935 EH1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1466+STABILITY: SURFACE MOTION EH1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH1466+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 EH1466 EH1466 HISTORY - Date Condition Report By EH1466 HISTORY - 1935 MONUMENTED CGS EH1466 HISTORY - 1976 GOOD NGS EH1466 HISTORY - 20030407 GOOD USACE EH1466 EH1466 STATION DESCRIPTION EH1466 EH1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EH1466'IN ST CHARLES. EH1466'AT ST. CHARLES, ARKANSAS COUNTY, ON STATE HIGHWAY 1, 77 FEET NORTH OF EH1466'THE CONFEDERATE SOLDIERS MONUMENT, 60 FEET NORTHEAST OF THE CENTER OF EH1466'THE INTERSECTION OF A SOUTHEAST-AND-NORTHWEST STREET, AND 51.4 FEET EH1466'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET SOUTHEAST OF EH1466'A MOUNTED CIVIL WAR CANNON. A STANDARD DISK, STAMPED W 57 1935 AND EH1466'SET IN THE TOP OF A CONCRETE POST. EH1466 EH1466 STATION RECOVERY (1976) EH1466 EH1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1466'RECOVERED IN GOOD CONDITION. EH1466 EH1466 STATION RECOVERY (2003) EH1466 EH1466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1466'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1463 *********************************************************************** EH1463 DESIGNATION - X 57 RESET EH1463 PID - EH1463 EH1463 STATE/COUNTY- AR/ARKANSAS EH1463 USGS QUAD - ETHEL (1967) EH1463 EH1463 *CURRENT SURVEY CONTROL EH1463 ___________________________________________________________________ EH1463* NAD 83(1986)- 34 22 09. (N) 091 10 17. (W) SCALED EH1463* NAVD 88 - 59.919 (meters) 196.58 (feet) ADJUSTED EH1463 ___________________________________________________________________ EH1463 GEOID HEIGHT- -26.61 (meters) GEOID99 EH1463 DYNAMIC HT - 59.861 (meters) 196.39 (feet) COMP EH1463 MODELED GRAV- 979,665.7 (mgal) NAVD 88 EH1463 EH1463 VERT ORDER - FIRST CLASS II EH1463 EH1463.The horizontal coordinates were scaled from a topographic map and have EH1463.an estimated accuracy of +/- 6 seconds. EH1463 EH1463.The orthometric height was determined by differential leveling EH1463.and adjusted by the National Geodetic Survey in August 1993. EH1463 EH1463.The geoid height was determined by GEOID99. EH1463 EH1463.The dynamic height is computed by dividing the NAVD 88 EH1463.geopotential number by the normal gravity value computed on the EH1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1463.degrees latitude (g = 980.6199 gals.). EH1463 EH1463.The modeled gravity was interpolated from observed gravity values. EH1463 EH1463; North East Units Estimated Accuracy EH1463;SPC AR S - 589,140. 476,210. MT (+/- 180 meters Scaled) EH1463 EH1463 SUPERSEDED SURVEY CONTROL EH1463 EH1463 NGVD 29 - 59.943 (m) 196.66 (f) ADJUSTED 1 2 EH1463 EH1463.Superseded values are not recommended for survey control. EH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1463.See file dsdata.txt to determine how the superseded data were derived. EH1463 EH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU681046(NAD 83) EH1463_MARKER: DB = BENCH MARK DISK EH1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1463_STAMPING: X 57 RESET 1965 EH1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1463+STABILITY: SURFACE MOTION EH1463 EH1463 HISTORY - Date Condition Report By EH1463 HISTORY - 1965 MONUMENTED CGS EH1463 HISTORY - 1976 GOOD NGS EH1463 HISTORY - 20030408 MARK NOT FOUND USACE EH1463 EH1463 STATION DESCRIPTION EH1463 EH1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 EH1463'2.2 MI SW FROM ST CHARLES. EH1463'THE MARK IS LOCATED 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 1 FROM EH1463'THE CONFEDERATE SOLDIERS MONUMENT AT ST. CHARLES, AT A ROAD CROSSING, EH1463'96 FEET NORTH OF THE CENTER OF THE ROAD, 25 FEET NORTH OF THE CENTER EH1463'OF A SMALL CANAL, 16 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH EH1463'CANAL, 2 FEET SOUTH OF THE SOUTHWEST LEG OF A TRANSMISSION TOWER AND 2 EH1463'FEET EAST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN THE EH1463'TOP OF AN 8-INCH SQUARE CONCRETE POST. EH1463 EH1463 STATION RECOVERY (1976) EH1463 EH1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1463'RECOVERED IN GOOD CONDITION. EH1463 EH1463 STATION RECOVERY (2003) EH1463 EH1463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1463'NO SEARCH MADE DUE TO DITCH CLEANOUT FILL OVER MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1491 *********************************************************************** EH1491 DESIGNATION - Y 225 EH1491 PID - EH1491 EH1491 STATE/COUNTY- AR/ARKANSAS EH1491 USGS QUAD - DE WITT (1968) EH1491 EH1491 *CURRENT SURVEY CONTROL EH1491 ___________________________________________________________________ EH1491* NAD 83(1986)- 34 19 00. (N) 091 16 49. (W) SCALED EH1491* NAVD 88 - 54.065 (meters) 177.38 (feet) ADJUSTED EH1491 ___________________________________________________________________ EH1491 GEOID HEIGHT- -26.44 (meters) GEOID99 EH1491 DYNAMIC HT - 54.013 (meters) 177.21 (feet) COMP EH1491 MODELED GRAV- 979,665.2 (mgal) NAVD 88 EH1491 EH1491 VERT ORDER - FIRST CLASS II EH1491 EH1491.The horizontal coordinates were scaled from a topographic map and have EH1491.an estimated accuracy of +/- 6 seconds. EH1491 EH1491.The orthometric height was determined by differential leveling EH1491.and adjusted by the National Geodetic Survey in August 1993. EH1491 EH1491.The geoid height was determined by GEOID99. EH1491 EH1491.The dynamic height is computed by dividing the NAVD 88 EH1491.geopotential number by the normal gravity value computed on the EH1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1491.degrees latitude (g = 980.6199 gals.). EH1491 EH1491.The modeled gravity was interpolated from observed gravity values. EH1491 EH1491; North East Units Estimated Accuracy EH1491;SPC AR S - 583,240. 466,240. MT (+/- 180 meters Scaled) EH1491 EH1491 SUPERSEDED SURVEY CONTROL EH1491 EH1491 NGVD 29 - 54.089 (m) 177.46 (f) ADJUSTED 1 2 EH1491 EH1491.Superseded values are not recommended for survey control. EH1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1491.See file dsdata.txt to determine how the superseded data were derived. EH1491 EH1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT582986(NAD 83) EH1491_MARKER: DB = BENCH MARK DISK EH1491_SETTING: 36 = ABUTMENT EH1491_STAMPING: Y 225 1976 EH1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1491 EH1491 HISTORY - Date Condition Report By EH1491 HISTORY - 1976 MONUMENTED NGS EH1491 HISTORY - 1987 GOOD USPSQD EH1491 HISTORY - 20030414 GOOD USACE EH1491 EH1491 STATION DESCRIPTION EH1491 EH1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1491'3.15 MI NE FROM DEWITT. EH1491'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH EH1491'STATE HIGHWAY 1B AT DEWITT, SET IN THE SOUTHEAST END OF THE EAST EH1491'BRIDGE ABUTMENT OVER THE BAYOU LAGRUE CREEK, AND 15 FEET SOUTH OF THE EH1491'CENTERLINE OF THE HIGHWAY. 1 FOOT ABOVE HIGHWAY. EH1491 EH1491 STATION RECOVERY (1987) EH1491 EH1491'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) EH1491'RECOVERED IN GOOD CONDITION. EH1491 EH1491 STATION RECOVERY (2003) EH1491 EH1491'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1491'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1333 *********************************************************************** EH1333 DESIGNATION - Z 116 EH1333 PID - EH1333 EH1333 STATE/COUNTY- AR/ARKANSAS EH1333 USGS QUAD - TICHNOR (1972) EH1333 EH1333 *CURRENT SURVEY CONTROL EH1333 ___________________________________________________________________ EH1333* NAD 83(1986)- 34 13 25. (N) 091 21 14. (W) SCALED EH1333* NAVD 88 - 57.215 (meters) 187.71 (feet) ADJUSTED EH1333 ___________________________________________________________________ EH1333 GEOID HEIGHT- -26.26 (meters) GEOID99 EH1333 DYNAMIC HT - 57.159 (meters) 187.53 (feet) COMP EH1333 MODELED GRAV- 979,661.4 (mgal) NAVD 88 EH1333 EH1333 VERT ORDER - FIRST CLASS II EH1333 EH1333.The horizontal coordinates were scaled from a topographic map and have EH1333.an estimated accuracy of +/- 6 seconds. EH1333 EH1333.The orthometric height was determined by differential leveling EH1333.and adjusted by the National Geodetic Survey in August 1993. EH1333 EH1333.The geoid height was determined by GEOID99. EH1333 EH1333.The dynamic height is computed by dividing the NAVD 88 EH1333.geopotential number by the normal gravity value computed on the EH1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1333.degrees latitude (g = 980.6199 gals.). EH1333 EH1333.The modeled gravity was interpolated from observed gravity values. EH1333 EH1333; North East Units Estimated Accuracy EH1333;SPC AR S - 572,870. 459,530. MT (+/- 180 meters Scaled) EH1333 EH1333 SUPERSEDED SURVEY CONTROL EH1333 EH1333 NGVD 29 - 57.249 (m) 187.82 (f) ADJUSTED 1 2 EH1333 EH1333.Superseded values are not recommended for survey control. EH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1333.See file dsdata.txt to determine how the superseded data were derived. EH1333 EH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT516881(NAD 83) EH1333_MARKER: DB = BENCH MARK DISK EH1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH1333_STAMPING: Z 116 1955 EH1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH1333+STABILITY: SURFACE MOTION EH1333 EH1333 HISTORY - Date Condition Report By EH1333 HISTORY - 1955 MONUMENTED CGS EH1333 HISTORY - 1976 GOOD NGS EH1333 HISTORY - 20030416 MARK NOT FOUND USACE EH1333 EH1333 STATION DESCRIPTION EH1333 EH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EH1333'5.0 MI S FROM DEWITT. EH1333'5.0 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE EH1333'STATION AT DEWITT, AT A ROAD CROSSING, 1 POLE NORTH OF MILEPOST 260 + EH1333'15, 38 FEET WEST OF THE WEST RAIL, 35 FEET NORTH OF THE CENTER LINE OF EH1333'AN EAST AND WEST ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH EH1333'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS EH1333'0.4 FOOT ABOVE THE GROUND. EH1333 EH1333 STATION RECOVERY (1976) EH1333 EH1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH1333'RECOVERED IN GOOD CONDITION. EH1333 EH1333 STATION RECOVERY (2003) EH1333 EH1333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1333'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EH1294 *********************************************************************** EH1294 DESIGNATION - Z 226 EH1294 PID - EH1294 EH1294 STATE/COUNTY- AR/ARKANSAS EH1294 USGS QUAD - GILLETT (1972) EH1294 EH1294 *CURRENT SURVEY CONTROL EH1294 ___________________________________________________________________ EH1294* NAD 83(1986)- 34 01 18. (N) 091 23 04. (W) SCALED EH1294* NAVD 88 - 51.895 (meters) 170.26 (feet) ADJUSTED EH1294 ___________________________________________________________________ EH1294 GEOID HEIGHT- -26.09 (meters) GEOID99 EH1294 DYNAMIC HT - 51.844 (meters) 170.09 (feet) COMP EH1294 MODELED GRAV- 979,654.2 (mgal) NAVD 88 EH1294 EH1294 VERT ORDER - FIRST CLASS II EH1294 EH1294.The horizontal coordinates were scaled from a topographic map and have EH1294.an estimated accuracy of +/- 6 seconds. EH1294 EH1294.The orthometric height was determined by differential leveling EH1294.and adjusted by the National Geodetic Survey in June 1991. EH1294 EH1294.The geoid height was determined by GEOID99. EH1294 EH1294.The dynamic height is computed by dividing the NAVD 88 EH1294.geopotential number by the normal gravity value computed on the EH1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH1294.degrees latitude (g = 980.6199 gals.). EH1294 EH1294.The modeled gravity was interpolated from observed gravity values. EH1294 EH1294; North East Units Estimated Accuracy EH1294;SPC AR S - 550,460. 456,850. MT (+/- 180 meters Scaled) EH1294 EH1294 SUPERSEDED SURVEY CONTROL EH1294 EH1294 NGVD 29 - 51.958 (m) 170.47 (f) ADJUSTED 1 2 EH1294 EH1294.Superseded values are not recommended for survey control. EH1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH1294.See file dsdata.txt to determine how the superseded data were derived. EH1294 EH1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491657(NAD 83) EH1294_MARKER: DR = REFERENCE MARK DISK EH1294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH1294_STAMPING: Z 226 1976 EH1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH1294 EH1294 HISTORY - Date Condition Report By EH1294 HISTORY - 1976 MONUMENTED NGS EH1294 HISTORY - 20030417 MARK NOT FOUND USACE EH1294 EH1294 STATION DESCRIPTION EH1294 EH1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH1294'7.0 MI S FROM GILLETT. EH1294'7.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE EH1294'AVENUE AT GILLETT, 82 FEET SOUTHWEST OF A CATTLE GUARD, 60 FEET WEST EH1294'OF THE CENTERLINE OF HIGHWAY, AND 6 FEET NORTHWEST OF A 2 FOOT METAL EH1294'PIPE THAT PROJECTS 6 FEET. NOTE A REFERENCE MARK DISK WAS SET BY EH1294'MISTAKE. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 EH1294'FEET ENCASED IN A PIPE PROJECTING +1 INCHES. ABOUT LEVEL WITH HIGHWAY EH1294'5 FEET EAST OF A WITNESS POST. EH1294 EH1294 STATION RECOVERY (2003) EH1294 EH1294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH1294'HWY 1 HAS CHANGED OLD HWY 1 IS NOW ROSS LANE. AREA IS NOW OLD DUMP EH1294'SITE. DIFFICULT TO RECOVER MARK.