1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0930 *********************************************************************** FF0930 DESIGNATION - A 44 RESET FF0930 PID - FF0930 FF0930 STATE/COUNTY- AR/INDEPENDENCE FF0930 USGS QUAD - CORD (1981) FF0930 FF0930 *CURRENT SURVEY CONTROL FF0930 ___________________________________________________________________ FF0930* NAD 83(1986)- 35 50 07. (N) 091 22 04. (W) SCALED FF0930* NAVD 88 - 122.81 (+/-2cm) 402.9 (feet) VERTCON FF0930 ___________________________________________________________________ FF0930 GEOID HEIGHT- -27.76 (meters) GEOID99 FF0930 FF0930 VERT ORDER - ? (See Below) FF0930 FF0930.The horizontal coordinates were scaled from a topographic map and have FF0930.an estimated accuracy of +/- 6 seconds. FF0930 FF0930.The NAVD 88 height was computed by applying the VERTCON shift value to FF0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0930.The vertical order pertains to the superseded datum. FF0930 FF0930.The geoid height was determined by GEOID99. FF0930 FF0930; North East Units Estimated Accuracy FF0930;SPC AR N - 166,810. 457,120. MT (+/- 180 meters Scaled) FF0930 FF0930 SUPERSEDED SURVEY CONTROL FF0930 FF0930 NGVD 29 - 122.728 (m) 402.65 (f) ADJUSTED ? FF0930 FF0930.Superseded values are not recommended for survey control. FF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0930.See file dsdata.txt to determine how the superseded data were derived. FF0930 FF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV474669(NAD 83) FF0930_MARKER: DB = BENCH MARK DISK FF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0930_STAMPING: A 44 RESET 1966 FF0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0930+STABILITY: SURFACE MOTION FF0930 FF0930 HISTORY - Date Condition Report By FF0930 HISTORY - 1966 MONUMENTED CGS FF0930 HISTORY - 20020925 POOR USACE FF0930 FF0930 STATION DESCRIPTION FF0930 FF0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 FF0930'1.2 MI NE FROM WALNUT GROVE. FF0930'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE STORE FF0930'AT WALNUT GROVE, 45 FEET SOUTHWEST OF AN ELM TREE NEAR THE FF0930'CORNER OF FARM YARD, 196 FEET SOUTHWEST OF THE A. LEWALLEN FF0930'FARMHOUSE, 38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, FF0930'33 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN AND SET IN FF0930'THE TOP OF A CONCRETE POST. FF0930 FF0930 STATION RECOVERY (2002) FF0930 FF0930'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0930'DISK HAS BEEN SHEARED OFF. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0931 *********************************************************************** FF0931 DESIGNATION - B 44 FF0931 PID - FF0931 FF0931 STATE/COUNTY- AR/INDEPENDENCE FF0931 USGS QUAD - CORD (1981) FF0931 FF0931 *CURRENT SURVEY CONTROL FF0931 ___________________________________________________________________ FF0931* NAD 83(1986)- 35 49 23. (N) 091 20 36. (W) SCALED FF0931* NAVD 88 - 100.810 (meters) 330.74 (feet) ADJUSTED FF0931 ___________________________________________________________________ FF0931 GEOID HEIGHT- -27.75 (meters) GEOID99 FF0931 DYNAMIC HT - 100.723 (meters) 330.46 (feet) COMP FF0931 MODELED GRAV- 979,770.4 (mgal) NAVD 88 FF0931 FF0931 VERT ORDER - SECOND CLASS 0 FF0931 FF0931.The horizontal coordinates were scaled from a topographic map and have FF0931.an estimated accuracy of +/- 6 seconds. FF0931 FF0931.The orthometric height was determined by differential leveling FF0931.and adjusted by the National Geodetic Survey in June 1991. FF0931 FF0931.The geoid height was determined by GEOID99. FF0931 FF0931.The dynamic height is computed by dividing the NAVD 88 FF0931.geopotential number by the normal gravity value computed on the FF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0931.degrees latitude (g = 980.6199 gals.). FF0931 FF0931.The modeled gravity was interpolated from observed gravity values. FF0931 FF0931; North East Units Estimated Accuracy FF0931;SPC AR N - 165,470. 459,340. MT (+/- 180 meters Scaled) FF0931 FF0931 SUPERSEDED SURVEY CONTROL FF0931 FF0931 NGVD 29 - 100.728 (m) 330.47 (f) ADJUSTED 2 0 FF0931 FF0931.Superseded values are not recommended for survey control. FF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0931.See file dsdata.txt to determine how the superseded data were derived. FF0931 FF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV496655(NAD 83) FF0931_MARKER: DB = BENCH MARK DISK FF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0931_STAMPING: B 44 1935 330.472 FF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0931+STABILITY: SURFACE MOTION FF0931 FF0931 HISTORY - Date Condition Report By FF0931 HISTORY - 1935 MONUMENTED CGS FF0931 HISTORY - 1949 GOOD CGS FF0931 HISTORY - 20020925 POOR USACE FF0931 FF0931 STATION DESCRIPTION FF0931 FF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0931'2.9 MI NE FROM WALNUT GROVE. FF0931'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT FF0931'WALNUT GROVE, 65 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION FF0931'WITH STATE HIGHWAY 122, 31 FEET NORTHEAST OF A MAIL BOX, 26 FEET FF0931'NORTH OF THE CENTERLINE OF A GATE TO A FARMHOUSE, 35 FEET EAST OF FF0931'THE CENTERLINE OF STATE HIGHWAY 122, 21.5 FEET SOUTH OF A FENCE FF0931'CORNER, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE. A STANDARD FF0931'DISK, STAMPED B 44 1935 AND SET IN THE TOP OF A CONCRETE POST. FF0931 FF0931 STATION RECOVERY (2002) FF0931 FF0931'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0931'DISK HAS BEEN SHEARED OFF. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0932 *********************************************************************** FF0932 DESIGNATION - C 44 FF0932 PID - FF0932 FF0932 STATE/COUNTY- AR/INDEPENDENCE FF0932 USGS QUAD - CORD (1981) FF0932 FF0932 *CURRENT SURVEY CONTROL FF0932 ___________________________________________________________________ FF0932* NAD 83(1986)- 35 50 32. (N) 091 19 37. (W) SCALED FF0932* NAVD 88 - 117.573 (meters) 385.74 (feet) ADJUSTED FF0932 ___________________________________________________________________ FF0932 GEOID HEIGHT- -27.79 (meters) GEOID99 FF0932 DYNAMIC HT - 117.472 (meters) 385.41 (feet) COMP FF0932 MODELED GRAV- 979,772.6 (mgal) NAVD 88 FF0932 FF0932 VERT ORDER - SECOND CLASS 0 FF0932 FF0932.The horizontal coordinates were scaled from a topographic map and have FF0932.an estimated accuracy of +/- 6 seconds. FF0932 FF0932.The orthometric height was determined by differential leveling FF0932.and adjusted by the National Geodetic Survey in June 1991. FF0932 FF0932.The geoid height was determined by GEOID99. FF0932 FF0932.The dynamic height is computed by dividing the NAVD 88 FF0932.geopotential number by the normal gravity value computed on the FF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0932.degrees latitude (g = 980.6199 gals.). FF0932 FF0932.The modeled gravity was interpolated from observed gravity values. FF0932 FF0932; North East Units Estimated Accuracy FF0932;SPC AR N - 167,610. 460,800. MT (+/- 180 meters Scaled) FF0932 FF0932 SUPERSEDED SURVEY CONTROL FF0932 FF0932 NGVD 29 - 117.489 (m) 385.46 (f) ADJUSTED 2 0 FF0932 FF0932.Superseded values are not recommended for survey control. FF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0932.See file dsdata.txt to determine how the superseded data were derived. FF0932 FF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV510677(NAD 83) FF0932_MARKER: DB = BENCH MARK DISK FF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0932_STAMPING: C 44 1935 FF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0932+STABILITY: SURFACE MOTION FF0932 FF0932 HISTORY - Date Condition Report By FF0932 HISTORY - 1935 MONUMENTED CGS FF0932 HISTORY - 20020925 MARK NOT FOUND USACE FF0932 FF0932 STATION DESCRIPTION FF0932 FF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF0932'1.4 MI SW FROM DOWDY. FF0932'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE FF0932'AT DOWDY, 30 FEET NORTH OF THE CENTERLINE OF THE GATE TO THE FF0932'A.B. SLAYDEN FARMHOUSE, 23.5 FEET WEST OF THE CENTERLINE OF FF0932'THE HIGHWAY, AND 1 FOOT EAST OF A WOODEN FENCE. A STANDARD FF0932'DISK, STAMPED C 44 1935 AND SET IN THE TOP OF A CONCRETE POST. FF0932 FF0932 STATION RECOVERY (2002) FF0932 FF0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0932'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0934 *********************************************************************** FF0934 DESIGNATION - E 44 FF0934 PID - FF0934 FF0934 STATE/COUNTY- AR/INDEPENDENCE FF0934 USGS QUAD - STRAWBERRY (1980) FF0934 FF0934 *CURRENT SURVEY CONTROL FF0934 ___________________________________________________________________ FF0934* NAD 83(1986)- 35 53 15. (N) 091 17 58. (W) SCALED FF0934* NAVD 88 - 100.877 (meters) 330.96 (feet) ADJUSTED FF0934 ___________________________________________________________________ FF0934 GEOID HEIGHT- -27.88 (meters) GEOID99 FF0934 DYNAMIC HT - 100.791 (meters) 330.68 (feet) COMP FF0934 MODELED GRAV- 979,778.2 (mgal) NAVD 88 FF0934 FF0934 VERT ORDER - SECOND CLASS 0 FF0934 FF0934.The horizontal coordinates were scaled from a topographic map and have FF0934.an estimated accuracy of +/- 6 seconds. FF0934 FF0934.The orthometric height was determined by differential leveling FF0934.and adjusted by the National Geodetic Survey in June 1991. FF0934 FF0934.The geoid height was determined by GEOID99. FF0934 FF0934.The dynamic height is computed by dividing the NAVD 88 FF0934.geopotential number by the normal gravity value computed on the FF0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0934.degrees latitude (g = 980.6199 gals.). FF0934 FF0934.The modeled gravity was interpolated from observed gravity values. FF0934 FF0934; North East Units Estimated Accuracy FF0934;SPC AR N - 172,650. 463,250. MT (+/- 180 meters Scaled) FF0934 FF0934 SUPERSEDED SURVEY CONTROL FF0934 FF0934 NGVD 29 - 100.792 (m) 330.68 (f) ADJUSTED 2 0 FF0934 FF0934.Superseded values are not recommended for survey control. FF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0934.See file dsdata.txt to determine how the superseded data were derived. FF0934 FF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV534728(NAD 83) FF0934_MARKER: DB = BENCH MARK DISK FF0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0934_STAMPING: E 44 1935 330.682 FF0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0934+STABILITY: SURFACE MOTION FF0934 FF0934 HISTORY - Date Condition Report By FF0934 HISTORY - 1935 MONUMENTED CGS FF0934 HISTORY - 1949 POOR CGS FF0934 HISTORY - 20020925 MARK NOT FOUND USACE FF0934 FF0934 STATION DESCRIPTION FF0934 FF0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0934'3.3 MI NE FROM DOWDY. FF0934'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE FF0934'AT DOWDY, ABOUT 0.15 MILE SOUTH OF THE INDEPENDENCE-LAWRENCE FF0934'COUNTY LINE, 310 FEET SOUTH OF A PIPE CULVERT, 290 FEET NORTH OF FF0934'THE INTERSECTION WITH A DIM ROAD LEADING EAST, AT THE SUMMIT FF0934'OF A KNOLL, AND 29.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. FF0934'A STANDARD DISK, STAMPED E 44 1935 AND SET IN THE TOP OF A CONCRETE FF0934'POST. FF0934 FF0934 STATION RECOVERY (2002) FF0934 FF0934'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0934'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1130 *********************************************************************** FF1130 DESIGNATION - N 43 FF1130 PID - FF1130 FF1130 STATE/COUNTY- AR/INDEPENDENCE FF1130 USGS QUAD - NEWARK (1981) FF1130 FF1130 *CURRENT SURVEY CONTROL FF1130 ___________________________________________________________________ FF1130* NAD 83(1986)- 35 41 45. (N) 091 26 44. (W) SCALED FF1130* NAVD 88 - 76.035 (meters) 249.46 (feet) ADJUSTED FF1130 ___________________________________________________________________ FF1130 GEOID HEIGHT- -27.45 (meters) GEOID99 FF1130 DYNAMIC HT - 75.970 (meters) 249.24 (feet) COMP FF1130 MODELED GRAV- 979,781.7 (mgal) NAVD 88 FF1130 FF1130 VERT ORDER - SECOND CLASS 0 FF1130 FF1130.The horizontal coordinates were scaled from a topographic map and have FF1130.an estimated accuracy of +/- 6 seconds. FF1130 FF1130.The orthometric height was determined by differential leveling FF1130.and adjusted by the National Geodetic Survey in June 1991. FF1130 FF1130.The geoid height was determined by GEOID99. FF1130 FF1130.The dynamic height is computed by dividing the NAVD 88 FF1130.geopotential number by the normal gravity value computed on the FF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1130.degrees latitude (g = 980.6199 gals.). FF1130 FF1130.The modeled gravity was interpolated from observed gravity values. FF1130 FF1130; North East Units Estimated Accuracy FF1130;SPC AR N - 151,300. 450,180. MT (+/- 180 meters Scaled) FF1130 FF1130 SUPERSEDED SURVEY CONTROL FF1130 FF1130 NGVD 29 - 75.963 (m) 249.22 (f) ADJUSTED 2 0 FF1130 FF1130.Superseded values are not recommended for survey control. FF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1130.See file dsdata.txt to determine how the superseded data were derived. FF1130 FF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV406513(NAD 83) FF1130_MARKER: DB = BENCH MARK DISK FF1130_SETTING: 36 = BUILDING FF1130_STAMPING: N 43 1935 FF1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF1130 FF1130 HISTORY - Date Condition Report By FF1130 HISTORY - 1935 MONUMENTED CGS FF1130 HISTORY - 1954 GOOD LOCENG FF1130 HISTORY - 20020921 MARK NOT FOUND USACE FF1130 FF1130 STATION DESCRIPTION FF1130 FF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1130'AT NEWARK. FF1130'AT NEWARK, INDEPENDENCE COUNTY, ON FRONT STREET ACROSS THE STREET FF1130'NORTH FROM THE MISSOURI PACIFIC RAILROAD STATION, ABOUT 300 FF1130'FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE WALL OF FF1130'THE FIRST NATIONAL BANK, 25 FEET EAST OF THE ENTRANCE, AND ABOUT FF1130'4.5 FEET ABOVE THE SIDEWALK. A STANDARD DISK, STAMPED N 43 1935 FF1130'AND SET VERTICALLY. FF1130 FF1130 STATION RECOVERY (1954) FF1130 FF1130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 FF1130'RECOVERED IN GOOD CONDITION. FF1130 FF1130 STATION RECOVERY (2002) FF1130 FF1130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1130'BUILDING HAS BEEN REBRICKED. FF1130'NEW MONUMENT SET, STAMPED N 43 RESET 1992, NGS. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1128 *********************************************************************** FF1128 DESIGNATION - P 43 FF1128 PID - FF1128 FF1128 STATE/COUNTY- AR/INDEPENDENCE FF1128 USGS QUAD - NEWARK (1981) FF1128 FF1128 *CURRENT SURVEY CONTROL FF1128 ___________________________________________________________________ FF1128* NAD 83(1986)- 35 43 11. (N) 091 29 28. (W) SCALED FF1128* NAVD 88 - 86.821 (meters) 284.85 (feet) ADJUSTED FF1128 ___________________________________________________________________ FF1128 GEOID HEIGHT- -27.48 (meters) GEOID99 FF1128 DYNAMIC HT - 86.746 (meters) 284.60 (feet) COMP FF1128 MODELED GRAV- 979,777.2 (mgal) NAVD 88 FF1128 FF1128 VERT ORDER - SECOND CLASS 0 FF1128 FF1128.The horizontal coordinates were scaled from a topographic map and have FF1128.an estimated accuracy of +/- 6 seconds. FF1128 FF1128.The orthometric height was determined by differential leveling FF1128.and adjusted by the National Geodetic Survey in June 1991. FF1128 FF1128.The geoid height was determined by GEOID99. FF1128 FF1128.The dynamic height is computed by dividing the NAVD 88 FF1128.geopotential number by the normal gravity value computed on the FF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1128.degrees latitude (g = 980.6199 gals.). FF1128 FF1128.The modeled gravity was interpolated from observed gravity values. FF1128 FF1128; North East Units Estimated Accuracy FF1128;SPC AR N - 153,930. 446,040. MT (+/- 180 meters Scaled) FF1128 FF1128 SUPERSEDED SURVEY CONTROL FF1128 FF1128 NGVD 29 - 86.746 (m) 284.60 (f) ADJUSTED 2 0 FF1128 FF1128.Superseded values are not recommended for survey control. FF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1128.See file dsdata.txt to determine how the superseded data were derived. FF1128 FF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV364539(NAD 83) FF1128_MARKER: DB = BENCH MARK DISK FF1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1128_STAMPING: P 43 1935 FF1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1128+STABILITY: SURFACE MOTION FF1128 FF1128 HISTORY - Date Condition Report By FF1128 HISTORY - 1935 MONUMENTED CGS FF1128 HISTORY - 1954 GOOD LOCENG FF1128 HISTORY - 20020921 MARK NOT FOUND USACE FF1128 FF1128 STATION DESCRIPTION FF1128 FF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1128'3.7 MI NW FROM NEWARK. FF1128'ABOUT 3.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1128'FROM THE STATION AT NEWARK, INDEPENDENCE COUNTY, ABOUT 120 FF1128'FEET NORTH OF MILEPOST 274, ABOUT 55 FEET SOUTHWEST OF THE FF1128'CENTER OF A ROAD CROSSING, 18 FEET SOUTH OF THE SOUTH POST OF A FF1128'GATE WEST OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FF1128'FENCE. A STANDARD DISK, STAMPED P 43 1935 AND SET IN THE TOP FF1128'OF A CONCRETE POST. FF1128 FF1128 STATION RECOVERY (1954) FF1128 FF1128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 FF1128'RECOVERED IN GOOD CONDITION. FF1128 FF1128 STATION RECOVERY (2002) FF1128 FF1128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1128'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1129 *********************************************************************** FF1129 DESIGNATION - TRAV STA 16 FF1129 PID - FF1129 FF1129 STATE/COUNTY- AR/INDEPENDENCE FF1129 USGS QUAD - NEWARK (1981) FF1129 FF1129 *CURRENT SURVEY CONTROL FF1129 ___________________________________________________________________ FF1129* NAD 83(1986)- 35 42 05. (N) 091 28 56. (W) SCALED FF1129* NAVD 88 - 81.552 (meters) 267.56 (feet) ADJUSTED FF1129 ___________________________________________________________________ FF1129 GEOID HEIGHT- -27.45 (meters) GEOID99 FF1129 DYNAMIC HT - 81.483 (meters) 267.33 (feet) COMP FF1129 MODELED GRAV- 979,782.2 (mgal) NAVD 88 FF1129 FF1129 VERT ORDER - SECOND CLASS 0 FF1129 FF1129.The horizontal coordinates were scaled from a topographic map and have FF1129.an estimated accuracy of +/- 6 seconds. FF1129 FF1129.The orthometric height was determined by differential leveling FF1129.and adjusted by the National Geodetic Survey in June 1991. FF1129 FF1129.The geoid height was determined by GEOID99. FF1129 FF1129.The dynamic height is computed by dividing the NAVD 88 FF1129.geopotential number by the normal gravity value computed on the FF1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1129.degrees latitude (g = 980.6199 gals.). FF1129 FF1129.The modeled gravity was interpolated from observed gravity values. FF1129 FF1129; North East Units Estimated Accuracy FF1129;SPC AR N - 151,900. 446,860. MT (+/- 180 meters Scaled) FF1129 FF1129 SUPERSEDED SURVEY CONTROL FF1129 FF1129 NGVD 29 - 81.480 (m) 267.32 (f) ADJUSTED 2 0 FF1129 FF1129.Superseded values are not recommended for survey control. FF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1129.See file dsdata.txt to determine how the superseded data were derived. FF1129 FF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV373518(NAD 83) FF1129_MARKER: DD = SURVEY DISK FF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1129_STAMPING: TRAV STA 16 FF1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1129+STABILITY: SURFACE MOTION FF1129 FF1129 HISTORY - Date Condition Report By FF1129 HISTORY - UNK MONUMENTED DOD FF1129 HISTORY - 1935 GOOD CGS FF1129 HISTORY - 1954 GOOD LOCENG FF1129 HISTORY - 20020921 MARK NOT FOUND USACE FF1129 FF1129 STATION DESCRIPTION FF1129 FF1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1129'2.3 MI NW FROM NEWARK. FF1129'ABOUT 2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1129'FROM THE STATION AT NEWARK, INDEPENDENCE COUNTY, 26.3 FEET FF1129'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION AT MAGNESS, FF1129'42.8 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET FF1129'WEST OF A POLE. A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, FF1129'STAMPED TRAV. STA. 16 AND SET IN THE TOP OF A CONCRETE CYLINDER. FF1129 FF1129 STATION RECOVERY (1954) FF1129 FF1129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 FF1129'RECOVERED IN GOOD CONDITION. FF1129 FF1129 STATION RECOVERY (2002) FF1129 FF1129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1129'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0928 *********************************************************************** FF0928 DESIGNATION - TRAV STA 166 FF0928 PID - FF0928 FF0928 STATE/COUNTY- AR/INDEPENDENCE FF0928 USGS QUAD - CHARLOTTE (1981) FF0928 FF0928 *CURRENT SURVEY CONTROL FF0928 ___________________________________________________________________ FF0928* NAD 83(1986)- 35 50 12. (N) 091 23 01. (W) SCALED FF0928* NAVD 88 - 110.881 (meters) 363.78 (feet) ADJUSTED FF0928 ___________________________________________________________________ FF0928 GEOID HEIGHT- -27.75 (meters) GEOID99 FF0928 DYNAMIC HT - 110.784 (meters) 363.46 (feet) COMP FF0928 MODELED GRAV- 979,761.0 (mgal) NAVD 88 FF0928 FF0928 VERT ORDER - SECOND CLASS 0 FF0928 FF0928.The horizontal coordinates were scaled from a topographic map and have FF0928.an estimated accuracy of +/- 6 seconds. FF0928 FF0928.The orthometric height was determined by differential leveling FF0928.and adjusted by the National Geodetic Survey in June 1991. FF0928 FF0928.The geoid height was determined by GEOID99. FF0928 FF0928.The dynamic height is computed by dividing the NAVD 88 FF0928.geopotential number by the normal gravity value computed on the FF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0928.degrees latitude (g = 980.6199 gals.). FF0928 FF0928.The modeled gravity was interpolated from observed gravity values. FF0928 FF0928; North East Units Estimated Accuracy FF0928;SPC AR N - 166,960. 455,690. MT (+/- 180 meters Scaled) FF0928 FF0928 SUPERSEDED SURVEY CONTROL FF0928 FF0928 NGVD 29 - 110.799 (m) 363.51 (f) ADJUSTED 2 0 FF0928 FF0928.Superseded values are not recommended for survey control. FF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0928.See file dsdata.txt to determine how the superseded data were derived. FF0928 FF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV459670(NAD 83) FF0928_MARKER: DD = SURVEY DISK FF0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0928_STAMPING: TRAV STA 166 FF0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0928+STABILITY: SURFACE MOTION FF0928 FF0928 HISTORY - Date Condition Report By FF0928 HISTORY - UNK MONUMENTED DOD FF0928 HISTORY - 1935 GOOD CGS FF0928 HISTORY - 20020925 MARK NOT FOUND USACE FF0928 FF0928 STATION DESCRIPTION FF0928 FF0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF0928'AT WALNUT GROVE. FF0928'AT WALNUT GROVE, 0.2 MILE EAST ALONG STATE HIGHWAY 25 FROM THE FF0928'POST OFFICE, 0.15 MILE EAST OF A BRIDGE, 19 FEET SOUTH OF THE FF0928'CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF A FENCE CORNER, AND FF0928'ABOUT 2 FEET HIGHER THAN THE HIGHWAY. A CORPS OF ENGINEERS, FF0928'U.S. ARMY, STANDARD DISK, STAMPED TRAV STA 166 AND SET IN THE FF0928'TOP OF A CONCRETE CYLINDER. FF0928 FF0928 STATION RECOVERY (2002) FF0928 FF0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0928'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0925 *********************************************************************** FF0925 DESIGNATION - TRAV STA 365 FF0925 PID - FF0925 FF0925 STATE/COUNTY- AR/INDEPENDENCE FF0925 USGS QUAD - CHARLOTTE (1981) FF0925 FF0925 *CURRENT SURVEY CONTROL FF0925 ___________________________________________________________________ FF0925* NAD 83(1986)- 35 48 52. (N) 091 27 59. (W) SCALED FF0925* NAVD 88 - 114.713 (meters) 376.35 (feet) ADJUSTED FF0925 ___________________________________________________________________ FF0925 GEOID HEIGHT- -27.66 (meters) GEOID99 FF0925 DYNAMIC HT - 114.614 (meters) 376.03 (feet) COMP FF0925 MODELED GRAV- 979,763.3 (mgal) NAVD 88 FF0925 FF0925 VERT ORDER - SECOND CLASS 0 FF0925 FF0925.The horizontal coordinates were scaled from a topographic map and have FF0925.an estimated accuracy of +/- 6 seconds. FF0925 FF0925.The orthometric height was determined by differential leveling FF0925.and adjusted by the National Geodetic Survey in June 1991. FF0925 FF0925.The geoid height was determined by GEOID99. FF0925 FF0925.The dynamic height is computed by dividing the NAVD 88 FF0925.geopotential number by the normal gravity value computed on the FF0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0925.degrees latitude (g = 980.6199 gals.). FF0925 FF0925.The modeled gravity was interpolated from observed gravity values. FF0925 FF0925; North East Units Estimated Accuracy FF0925;SPC AR N - 164,450. 448,220. MT (+/- 180 meters Scaled) FF0925 FF0925 SUPERSEDED SURVEY CONTROL FF0925 FF0925 NGVD 29 - 114.634 (m) 376.10 (f) ADJUSTED 2 0 FF0925 FF0925.Superseded values are not recommended for survey control. FF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0925.See file dsdata.txt to determine how the superseded data were derived. FF0925 FF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV385644(NAD 83) FF0925_MARKER: DD = SURVEY DISK FF0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0925_STAMPING: TRAV STA 365 FF0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0925+STABILITY: SURFACE MOTION FF0925 FF0925 HISTORY - Date Condition Report By FF0925 HISTORY - UNK MONUMENTED DOD FF0925 HISTORY - 1949 POOR CGS FF0925 HISTORY - 20020925 MARK NOT FOUND USACE FF0925 FF0925 STATION DESCRIPTION FF0925 FF0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0925'1.8 MI SW FROM CHARLOTTE. FF0925'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT FF0925'CHARLOTTE, AT THE JUNCTION WITH A ROAD LEADING SOUTH, 26 FEET FF0925'SOUTHWEST OF THE WEST END OF A WOODEN CULVERT, 14.5 FEET NORTHWEST FF0925'OF THE J.B. FALLIS MAIL BOX, 18.5 FEET WEST OF THE CENTERLINE FF0925'OF THE ROAD, AND 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. FF0925'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED TRAV STA FF0925'365 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- HAS BEEN STRUCK FF0925'AND TILTED. STILL SOLIDLY IMBEDDED. FF0925 FF0925 STATION RECOVERY (2002) FF0925 FF0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0925'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0924 *********************************************************************** FF0924 DESIGNATION - X 42 FF0924 PID - FF0924 FF0924 STATE/COUNTY- AR/INDEPENDENCE FF0924 USGS QUAD - CHARLOTTE (1981) FF0924 FF0924 *CURRENT SURVEY CONTROL FF0924 ___________________________________________________________________ FF0924* NAD 83(1986)- 35 48 45. (N) 091 29 21. (W) SCALED FF0924* NAVD 88 - 141.894 (meters) 465.53 (feet) ADJUSTED FF0924 ___________________________________________________________________ FF0924 GEOID HEIGHT- -27.65 (meters) GEOID99 FF0924 DYNAMIC HT - 141.770 (meters) 465.12 (feet) COMP FF0924 MODELED GRAV- 979,760.1 (mgal) NAVD 88 FF0924 FF0924 VERT ORDER - SECOND CLASS 0 FF0924 FF0924.The horizontal coordinates were scaled from a topographic map and have FF0924.an estimated accuracy of +/- 6 seconds. FF0924 FF0924.The orthometric height was determined by differential leveling FF0924.and adjusted by the National Geodetic Survey in June 1991. FF0924 FF0924.The geoid height was determined by GEOID99. FF0924 FF0924.The dynamic height is computed by dividing the NAVD 88 FF0924.geopotential number by the normal gravity value computed on the FF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0924.degrees latitude (g = 980.6199 gals.). FF0924 FF0924.The modeled gravity was interpolated from observed gravity values. FF0924 FF0924; North East Units Estimated Accuracy FF0924;SPC AR N - 164,220. 446,170. MT (+/- 180 meters Scaled) FF0924 FF0924 SUPERSEDED SURVEY CONTROL FF0924 FF0924 NGVD 29 - 141.816 (m) 465.27 (f) ADJUSTED 2 0 FF0924 FF0924.Superseded values are not recommended for survey control. FF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0924.See file dsdata.txt to determine how the superseded data were derived. FF0924 FF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV364642(NAD 83) FF0924_MARKER: DB = BENCH MARK DISK FF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0924_STAMPING: X 42 1935 465.275 FF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0924+STABILITY: SURFACE MOTION FF0924 FF0924 HISTORY - Date Condition Report By FF0924 HISTORY - 1935 MONUMENTED CGS FF0924 HISTORY - 1949 GOOD CGS FF0924 HISTORY - 20020925 MARK NOT FOUND USACE FF0924 FF0924 STATION DESCRIPTION FF0924 FF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0924'3.1 MI SW FROM CHARLOTTE. FF0924'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT FF0924'CHARLOTTE, 150 FEET EAST OF THE CENTERLINE OF A ROAD LEADING FF0924'NORTH, 78.5 FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 29 FF0924'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 12.5 FEET EAST FF0924'OF A 2.5-FOOT OAK TREE. A STANDARD DISK, STAMPED X 42 1935 AND FF0924'SET IN THE TOP OF A CONCRETE POST. FF0924 FF0924 STATION RECOVERY (2002) FF0924 FF0924'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0924'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0926 *********************************************************************** FF0926 DESIGNATION - Y 42 FF0926 PID - FF0926 FF0926 STATE/COUNTY- AR/INDEPENDENCE FF0926 USGS QUAD - CHARLOTTE (1981) FF0926 FF0926 *CURRENT SURVEY CONTROL FF0926 ___________________________________________________________________ FF0926* NAD 83(1986)- 35 49 05. (N) 091 26 17. (W) SCALED FF0926* NAVD 88 - 104.269 (meters) 342.09 (feet) ADJUSTED FF0926 ___________________________________________________________________ FF0926 GEOID HEIGHT- -27.69 (meters) GEOID99 FF0926 DYNAMIC HT - 104.179 (meters) 341.79 (feet) COMP FF0926 MODELED GRAV- 979,771.2 (mgal) NAVD 88 FF0926 FF0926 VERT ORDER - SECOND CLASS 0 FF0926 FF0926.The horizontal coordinates were scaled from a topographic map and have FF0926.an estimated accuracy of +/- 6 seconds. FF0926 FF0926.The orthometric height was determined by differential leveling FF0926.and adjusted by the National Geodetic Survey in June 1991. FF0926 FF0926.The geoid height was determined by GEOID99. FF0926 FF0926.The dynamic height is computed by dividing the NAVD 88 FF0926.geopotential number by the normal gravity value computed on the FF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0926.degrees latitude (g = 980.6199 gals.). FF0926 FF0926.The modeled gravity was interpolated from observed gravity values. FF0926 FF0926; North East Units Estimated Accuracy FF0926;SPC AR N - 164,860. 450,780. MT (+/- 180 meters Scaled) FF0926 FF0926 SUPERSEDED SURVEY CONTROL FF0926 FF0926 NGVD 29 - 104.190 (m) 341.83 (f) ADJUSTED 2 0 FF0926 FF0926.Superseded values are not recommended for survey control. FF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0926.See file dsdata.txt to determine how the superseded data were derived. FF0926 FF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV411648(NAD 83) FF0926_MARKER: DB = BENCH MARK DISK FF0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0926_STAMPING: Y 42 1935 FF0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0926+STABILITY: SURFACE MOTION FF0926 FF0926 HISTORY - Date Condition Report By FF0926 HISTORY - 1935 MONUMENTED CGS FF0926 HISTORY - 20020925 MARK NOT FOUND USACE FF0926 FF0926 STATION DESCRIPTION FF0926 FF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF0926'AT CHARLOTTE. FF0926'AT CHARLOTTE, 0.1 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE FF0926'POST OFFICE, AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 125 FF0926'FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 53.5 FEET FF0926'NORTH OF THE CENTERLINE OF THE CONCRETE SIDEWALK LEADING TO THE FF0926'SCHOOLHOUSE, 28.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, FF0926'7 FEET EAST OF THE FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE. FF0926'A STANDARD DISK, STAMPED Y 42 1935 AND SET IN THE TOP OF A CONCRETE FF0926'POST. FF0926 FF0926 STATION RECOVERY (2002) FF0926 FF0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0926'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0927 *********************************************************************** FF0927 DESIGNATION - Z 42 FF0927 PID - FF0927 FF0927 STATE/COUNTY- AR/INDEPENDENCE FF0927 USGS QUAD - CHARLOTTE (1981) FF0927 FF0927 *CURRENT SURVEY CONTROL FF0927 ___________________________________________________________________ FF0927* NAD 83(1986)- 35 49 52. (N) 091 25 00. (W) SCALED FF0927* NAVD 88 - 136.651 (meters) 448.33 (feet) ADJUSTED FF0927 ___________________________________________________________________ FF0927 GEOID HEIGHT- -27.72 (meters) GEOID99 FF0927 DYNAMIC HT - 136.533 (meters) 447.94 (feet) COMP FF0927 MODELED GRAV- 979,765.4 (mgal) NAVD 88 FF0927 FF0927 VERT ORDER - SECOND CLASS 0 FF0927 FF0927.The horizontal coordinates were scaled from a topographic map and have FF0927.an estimated accuracy of +/- 6 seconds. FF0927 FF0927.The orthometric height was determined by differential leveling FF0927.and adjusted by the National Geodetic Survey in June 1991. FF0927 FF0927.The geoid height was determined by GEOID99. FF0927 FF0927.The dynamic height is computed by dividing the NAVD 88 FF0927.geopotential number by the normal gravity value computed on the FF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0927.degrees latitude (g = 980.6199 gals.). FF0927 FF0927.The modeled gravity was interpolated from observed gravity values. FF0927 FF0927; North East Units Estimated Accuracy FF0927;SPC AR N - 166,320. 452,700. MT (+/- 180 meters Scaled) FF0927 FF0927 SUPERSEDED SURVEY CONTROL FF0927 FF0927 NGVD 29 - 136.571 (m) 448.07 (f) ADJUSTED 2 0 FF0927 FF0927.Superseded values are not recommended for survey control. FF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0927.See file dsdata.txt to determine how the superseded data were derived. FF0927 FF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV430663(NAD 83) FF0927_MARKER: DB = BENCH MARK DISK FF0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0927_STAMPING: Z 42 1935 448.067 FF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0927+STABILITY: SURFACE MOTION FF0927 FF0927 HISTORY - Date Condition Report By FF0927 HISTORY - 1935 MONUMENTED CGS FF0927 HISTORY - 1949 GOOD CGS FF0927 HISTORY - 20020925 MARK NOT FOUND USACE FF0927 FF0927 STATION DESCRIPTION FF0927 FF0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0927'1.8 MI NE FROM CHARLOTTE. FF0927'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT FF0927'CHARLOTTE, ABOUT 225 FEET EAST OF A TURN, 25.5 FEET WEST OF THE FF0927'CENTERLINE OF THE GATE TO THE SMALL FARMHOUSE OWNED BY J.L. FF0927'BROWN, 44 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, FF0927'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET FF0927'SOUTH OF THE PROPERTY-LINE FENCE. A STANDARD DISK, STAMPED Z 42 FF0927'1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK IS IN FF0927'EXCELLENT CONDITION. THE LAND IN QUESTION AND THE SMALL FARMHOUSE FF0927'IN PARTICULAR IS OWNED NOW BY DR. H.H. BROWN, WALNUT GROVE, FF0927'ARKANSAS, SON OF FORMER OWNER J.L. BROWN, NOW DECEASED. FF0927 FF0927 STATION RECOVERY (2002) FF0927 FF0927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0927'MARK NOT FOUND.