1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0216 *********************************************************************** GE0216 DESIGNATION - 205+00 GE0216 PID - GE0216 GE0216 STATE/COUNTY- AR/GREENE GE0216 USGS QUAD - LAFE (1993) GE0216 GE0216 *CURRENT SURVEY CONTROL GE0216 ___________________________________________________________________ GE0216* NAD 83(1986)- 36 14 22. (N) 090 32 59. (W) SCALED GE0216* NAVD 88 - 87.684 (meters) 287.68 (feet) ADJUSTED GE0216 ___________________________________________________________________ GE0216 GEOID HEIGHT- -28.34 (meters) GEOID99 GE0216 DYNAMIC HT - 87.612 (meters) 287.44 (feet) COMP GE0216 MODELED GRAV- 979,813.7 (mgal) NAVD 88 GE0216 GE0216 VERT ORDER - FIRST CLASS II GE0216 GE0216.The horizontal coordinates were scaled from a topographic map and have GE0216.an estimated accuracy of +/- 6 seconds. GE0216 GE0216.The orthometric height was determined by differential leveling GE0216.and adjusted by the National Geodetic Survey in June 1991. GE0216 GE0216.The geoid height was determined by GEOID99. GE0216 GE0216.The dynamic height is computed by dividing the NAVD 88 GE0216.geopotential number by the normal gravity value computed on the GE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0216.degrees latitude (g = 980.6199 gals.). GE0216 GE0216.The modeled gravity was interpolated from observed gravity values. GE0216 GE0216; North East Units Estimated Accuracy GE0216;SPC AR N - 212,430. 530,360. MT (+/- 180 meters Scaled) GE0216 GE0216 SUPERSEDED SURVEY CONTROL GE0216 GE0216 NGVD 29 - 87.676 (m) 287.65 (f) ADJ UNCH 1 2 GE0216 GE0216.Superseded values are not recommended for survey control. GE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0216.See file dsdata.txt to determine how the superseded data were derived. GE0216 GE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA201132(NAD 83) GE0216_MARKER: Z = SEE DESCRIPTION GE0216_SETTING: 30 = MILE POST GE0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0216 GE0216 HISTORY - Date Condition Report By GE0216 HISTORY - UNK MONUMENTED MPRR GE0216 HISTORY - 1956 GOOD NGS GE0216 HISTORY - 20020918 MARK NOT FOUND USACE GE0216 GE0216 STATION DESCRIPTION GE0216 GE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0216'6.4 MI SE FROM KNOBEL. GE0216'6.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0216'STATION AT KNOBEL, ABOUT 0.2 MILE SOUTHEAST OF ROAD CROSSING AT GE0216'STONEWALL, 8 1/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 475 FEET GE0216'SOUTHEAST OF SOUTHEAST FACE OF THE SOUTHEAST CONCRETE PIER OF GE0216'RAILROAD BRIDGE NO. 204.9 OVER CACHE RIVER MAIN CANAL, SOUTH GE0216'AND ACROSS TRACK FROM MILE POLE 205, ABOUT 1 1/2 FEET BELOW GE0216'LEVEL OF TRACK AND IS A 1/4-INCH COPPER PLUG IN THE TOP OF AN GE0216'8 BY 8-INCH MILE POST PROJECTING 8 INCHES. A 1/4-INCH COPPER GE0216'PLUG IN MILE POST. GE0216 GE0216 STATION RECOVERY (2002) GE0216 GE0216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0216'RR IS ABANDONED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0210 *********************************************************************** GE0210 DESIGNATION - 209+11 GE0210 PID - GE0210 GE0210 STATE/COUNTY- AR/GREENE GE0210 USGS QUAD - LAFE (1993) GE0210 GE0210 *CURRENT SURVEY CONTROL GE0210 ___________________________________________________________________ GE0210* NAD 83(1986)- 36 11 28. (N) 090 30 37. (W) SCALED GE0210* NAVD 88 - 102.900 (meters) 337.60 (feet) ADJUSTED GE0210 ___________________________________________________________________ GE0210 GEOID HEIGHT- -28.26 (meters) GEOID99 GE0210 DYNAMIC HT - 102.815 (meters) 337.32 (feet) COMP GE0210 MODELED GRAV- 979,805.5 (mgal) NAVD 88 GE0210 GE0210 VERT ORDER - FIRST CLASS II GE0210 GE0210.The horizontal coordinates were scaled from a topographic map and have GE0210.an estimated accuracy of +/- 6 seconds. GE0210 GE0210.The orthometric height was determined by differential leveling GE0210.and adjusted by the National Geodetic Survey in June 1991. GE0210 GE0210.The geoid height was determined by GEOID99. GE0210 GE0210.The dynamic height is computed by dividing the NAVD 88 GE0210.geopotential number by the normal gravity value computed on the GE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0210.degrees latitude (g = 980.6199 gals.). GE0210 GE0210.The modeled gravity was interpolated from observed gravity values. GE0210 GE0210; North East Units Estimated Accuracy GE0210;SPC AR N - 207,130. 533,990. MT (+/- 180 meters Scaled) GE0210 GE0210 SUPERSEDED SURVEY CONTROL GE0210 GE0210 NGVD 29 - 102.890 (m) 337.56 (f) ADJ UNCH 1 2 GE0210 GE0210.Superseded values are not recommended for survey control. GE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0210.See file dsdata.txt to determine how the superseded data were derived. GE0210 GE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA238080(NAD 83) GE0210_MARKER: R = RIVET GE0210_SETTING: 30 = CULVERT GE0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0210+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002 GE0210 GE0210 HISTORY - Date Condition Report By GE0210 HISTORY - UNK MONUMENTED MPRR GE0210 HISTORY - 1956 GOOD NGS GE0210 HISTORY - 20020918 GOOD USACE GE0210 GE0210 STATION DESCRIPTION GE0210 GE0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0210'10.2 MI NW FROM PARAGOULD. GE0210'10.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM GE0210'THE STATION AT PARAGOULD, ABOUT 10.65 MILES SOUTHEAST OF THE GE0210'STATION AT KNOBEL, ABOUT 0.65 MILE NORTHEAST OF OVERPASS OF GE0210'STATE HIGHWAY 135 OVER TRACK, IN THE TOP OF CENTER OF SOUTHEAST HEAD GE0210'WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER TRACK, 22 1/2 FEET GE0210'SOUTHEAST OF SOUTHEAST RAIL, 62 FEET NORTHWEST OF CENTER LINE GE0210'OF HIGHWAY 135, 20 FEET WEST OF TELEPHONE POLE NO. 209/11 AND GE0210'ABOUT 9 FEET BELOW LEVEL OF TRACK. GE0210 GE0210 STATION RECOVERY (2002) GE0210 GE0210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0210'TO REACH THE STATION FROM THE INTERSECTION OF HWY 135 AND 34 AT S EDGE GE0210'OF LAFE, GO S ALONG HWY 135 FOR 0.8 MI TO MARK ON RIGHT. GE0210'MARK IS 2 FT S OF BM V188. GE0210' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0209 *********************************************************************** GE0209 DESIGNATION - 210+00 GE0209 PID - GE0209 GE0209 STATE/COUNTY- AR/GREENE GE0209 USGS QUAD - LAFE (1993) GE0209 GE0209 *CURRENT SURVEY CONTROL GE0209 ___________________________________________________________________ GE0209* NAD 83(1986)- 36 11 00. (N) 090 30 50. (W) SCALED GE0209* NAVD 88 - 112.915 (meters) 370.46 (feet) ADJUSTED GE0209 ___________________________________________________________________ GE0209 GEOID HEIGHT- -28.25 (meters) GEOID99 GE0209 DYNAMIC HT - 112.821 (meters) 370.15 (feet) COMP GE0209 MODELED GRAV- 979,803.8 (mgal) NAVD 88 GE0209 GE0209 VERT ORDER - FIRST CLASS II GE0209 GE0209.The horizontal coordinates were scaled from a topographic map and have GE0209.an estimated accuracy of +/- 6 seconds. GE0209 GE0209.The orthometric height was determined by differential leveling GE0209.and adjusted by the National Geodetic Survey in June 1991. GE0209 GE0209.The geoid height was determined by GEOID99. GE0209 GE0209.The dynamic height is computed by dividing the NAVD 88 GE0209.geopotential number by the normal gravity value computed on the GE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0209.degrees latitude (g = 980.6199 gals.). GE0209 GE0209.The modeled gravity was interpolated from observed gravity values. GE0209 GE0209; North East Units Estimated Accuracy GE0209;SPC AR N - 206,260. 533,680. MT (+/- 180 meters Scaled) GE0209 GE0209 SUPERSEDED SURVEY CONTROL GE0209 GE0209 NGVD 29 - 112.904 (m) 370.42 (f) ADJ UNCH 1 2 GE0209 GE0209.Superseded values are not recommended for survey control. GE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0209.See file dsdata.txt to determine how the superseded data were derived. GE0209 GE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA235071(NAD 83) GE0209_MARKER: Z = SEE DESCRIPTION GE0209_SETTING: 30 = WOOD POST GE0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0209 GE0209 HISTORY - Date Condition Report By GE0209 HISTORY - UNK MONUMENTED MPRR GE0209 HISTORY - 1956 GOOD NGS GE0209 HISTORY - 20020918 MARK NOT FOUND USACE GE0209 GE0209 STATION DESCRIPTION GE0209 GE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0209'9.6 MI NW FROM PARAGOULD. GE0209'9.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0209'STATION AT PARAGOULD, 20 FEET WEST OF WEST RAIL, 112 FEET NORTH GE0209'OF NORTH END OF FIRST PIER WEST OF TRACK OF STATE HIGHWAY 135 GE0209'OVERPASS OVER TRACK, 82 FEET SOUTHWEST AND ACROSS TRACK FROM GE0209'MILE POLE 210, ABOUT LEVEL WITH TRACK AND IS A 1/4-INCH COPPER GE0209'PLUG IN THE TOP OF A 8 BY 8-INCH MILE POST PROJECTING 12 INCHES. GE0209'A 1/4-INCH COPPER PLUG IN MILE POST. GE0209 GE0209 STATION RECOVERY (2002) GE0209 GE0209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0209'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1033 *********************************************************************** GE1033 DESIGNATION - DELAPLAINE GE1033 PID - GE1033 GE1033 STATE/COUNTY- AR/GREENE GE1033 USGS QUAD - DELAPLAINE (1984) GE1033 GE1033 *CURRENT SURVEY CONTROL GE1033 ___________________________________________________________________ GE1033* NAD 83(1997)- 36 13 47.99677(N) 090 41 54.31130(W) ADJUSTED GE1033* NAVD 88 - 89. (meters) 292. (feet) SCALED GE1033 ___________________________________________________________________ GE1033 LAPLACE CORR- -0.45 (seconds) DEFLEC99 GE1033 GEOID HEIGHT- -28.34 (meters) GEOID99 GE1033 GE1033 HORZ ORDER - SECOND GE1033 GE1033.The horizontal coordinates were established by classical geodetic methods GE1033.and adjusted by the National Geodetic Survey in September 1999. GE1033 GE1033.The orthometric height was scaled from a topographic map. GE1033 GE1033.The Laplace correction was computed from DEFLEC99 derived deflections. GE1033 GE1033.The geoid height was determined by GEOID99. GE1033 GE1033; North East Units Scale Converg. GE1033;SPC AR N - 211,199.405 517,010.073 MT 0.99999934 +0 45 26.6 GE1033;UTM 15 - 4,011,915.444 706,848.857 MT 1.00012721 +1 21 38.8 GE1033 GE1033: Primary Azimuth Mark Grid Az GE1033:SPC AR N - DELAPLAINE AZ MK 199 04 35.3 GE1033:UTM 15 - DELAPLAINE AZ MK 198 28 23.1 GE1033 GE1033|---------------------------------------------------------------------| GE1033| PID Reference Object Distance Geod. Az | GE1033| dddmmss.s | GE1033| CI4248 DELAPLAINE RM 1 24.099 METERS 17107 | GE1033| CI4247 DELAPLAINE AZ MK 1995001.9 | GE1033| CI4249 DELAPLAINE RM 2 22.823 METERS 32521 | GE1033|---------------------------------------------------------------------| GE1033 GE1033 SUPERSEDED SURVEY CONTROL GE1033 GE1033 NAD 83(1986)- 36 13 48.00553(N) 090 41 54.31147(W) AD( ) 2 GE1033 NAD 27 - 36 13 47.76850(N) 090 41 53.90800(W) AD( ) 2 GE1033 GE1033.Superseded values are not recommended for survey control. GE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1033.See file dsdata.txt to determine how the superseded data were derived. GE1033 GE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0684911915(NAD 83) GE1033_MARKER: DS = TRIANGULATION STATION DISK GE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1033 GE1033 HISTORY - Date Condition Report By GE1033 HISTORY - 1955 MONUMENTED CGS GE1033 HISTORY - 20020916 MARK NOT FOUND USACE GE1033 GE1033 STATION DESCRIPTION GE1033 GE1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1033'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF DELAPLAINE. GE1033'IT IS 64 FEET SOUTHWEST OF A 14-INCH CEDAR TREE, 35 FEET NORTH GE1033'OF A 24-INCH OAK TREE, 25 FEET EAST OF THE CENTER OF A GRAVELED GE1033'ROAD, 10 FEET WEST OF THE WEST EDGE OF THE JONES RIDGE CEMETERY GE1033'AND 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST. GE1033' GE1033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS GE1033'34 AND 90 IN DELAPLAINE, GO EAST AND SOUTH ON HIGHWAY 34 FOR GE1033'1.15 MILES TO A SIDE ROAD LEFT AT A CHURCH, TURN LEFT AND GO GE1033'EAST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE GE1033'EAST FOR 0.05 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH GE1033'FOR 0.25 MILE TO THE STATION ON THE RIGHT. GE1033' GE1033'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS GE1033'STAMPED DELAPLAINE 1955. GE1033' GE1033'REFERENCE MARK 1 IS 44 FEET SOUTHEAST OF THE 24-INCH OAK TREE, GE1033'38 FEET EAST OF THE CENTER OF THE MAIN ROAD, AND 15 FEET GE1033'NORTH OF THE CENTER OF A TRACK ROAD. THE MARK PROJECTS GE1033'3 INCHES AND THE DISK IS STAMPED DELAPLAINE NO 1 1955. GE1033' GE1033'REFERENCE MARK 2 IS 21 FEET WEST OF THE CENTER OF THE MAIN GE1033'ROAD, 4 FEET NORTH OF A POWERLINE POLE AND 3 FEET WEST OF A GE1033'FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GE1033'DELAPLAINE NO 2 1955. GE1033' GE1033'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF THE ROAD, GE1033'4 FEET NORTHEAST OF A POWERLINE POLE, 3 FEET EAST OF A GE1033'4 X 4 INCH WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE. GE1033'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DELAPLAINE GE1033'1955. GE1033' GE1033'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE1033 GE1033 STATION RECOVERY (2002) GE1033 GE1033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1033'RM 1 FOUND IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1028 *********************************************************************** GE1028 DESIGNATION - HOOKER GE1028 PID - GE1028 GE1028 STATE/COUNTY- AR/GREENE GE1028 USGS QUAD - LAFE (1993) GE1028 GE1028 *CURRENT SURVEY CONTROL GE1028 ___________________________________________________________________ GE1028* NAD 83(1997)- 36 11 42.98238(N) 090 35 18.18652(W) ADJUSTED GE1028* NAVD 88 - 174. (meters) 571. (feet) SCALED GE1028 ___________________________________________________________________ GE1028 LAPLACE CORR- 0.66 (seconds) DEFLEC99 GE1028 GEOID HEIGHT- -28.29 (meters) GEOID99 GE1028 GE1028 HORZ ORDER - SECOND GE1028 GE1028.The horizontal coordinates were established by classical geodetic methods GE1028.and adjusted by the National Geodetic Survey in September 1999. GE1028 GE1028.The orthometric height was scaled from a topographic map. GE1028 GE1028.The Laplace correction was computed from DEFLEC99 derived deflections. GE1028 GE1028.The geoid height was determined by GEOID99. GE1028 GE1028; North East Units Scale Converg. GE1028;SPC AR N - 207,482.781 526,956.611 MT 0.99999270 +0 49 17.1 GE1028;UTM 15 - 4,008,303.197 716,835.549 MT 1.00017935 +1 25 28.9 GE1028 GE1028: Primary Azimuth Mark Grid Az GE1028:SPC AR N - HOPEWELL 066 39 03.3 GE1028:UTM 15 - HOPEWELL 066 02 51.5 GE1028 GE1028|---------------------------------------------------------------------| GE1028| PID Reference Object Distance Geod. Az | GE1028| dddmmss.s | GE1028| GE1014 HOPEWELL APPROX.17.3 KM 0672820.4 | GE1028| CI3852 HOOKER RM 1 26.055 METERS 16949 | GE1028| CI3853 HOOKER RM 2 27.569 METERS 26420 | GE1028|---------------------------------------------------------------------| GE1028 GE1028 SUPERSEDED SURVEY CONTROL GE1028 GE1028 NAD 83(1986)- 36 11 42.99153(N) 090 35 18.18697(W) AD( ) 2 GE1028 NAD 27 - 36 11 42.75260(N) 090 35 17.79470(W) AD( ) 2 GE1028 GE1028.Superseded values are not recommended for survey control. GE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1028.See file dsdata.txt to determine how the superseded data were derived. GE1028 GE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1683608303(NAD 83) GE1028_MARKER: DS = TRIANGULATION STATION DISK GE1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE1028+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002 GE1028 GE1028 HISTORY - Date Condition Report By GE1028 HISTORY - 1955 MONUMENTED CGS GE1028 HISTORY - 20020918 GOOD USACE GE1028 GE1028 STATION DESCRIPTION GE1028 GE1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1028'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BEECH GE1028'GROVE, 3 MILES SOUTHWEST OF HOOKER, 34 FEET WEST OF THE GE1028'CENTER OF A WOODS ROAD, 30 FEET NORTH-NORTHWEST OF A TRIANGULAR GE1028'BLAZED 12-INCH OAK TREE, 15 FEET EAST OF A TRIANGULAR BLAZED GE1028'13-INCH PINE TREE, 4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS GE1028'POST AND ON LAND OWNED BY MR. E. WILLIAMS. GE1028' GE1028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS GE1028'34 AND 141 IN BEECH GROVE, GO NORTH ON A GRAVELED ROAD FOR 1.2 GE1028'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, (EAST) AND GE1028'FOLLOW THE MAIN ROAD FOR 1 MILE, TURN RIGHT WITH THE MAIN GE1028'ROAD AND GO FOR 0.85 MILE TO A NARROW WOODS ROAD ON THE RIGHT, GE1028'(OLD SCHOOL BUILDING IN THE SOUTHEAST CORNER OF THE GE1028'INTERSECTION) TURN RIGHT AND FOLLOW THE WOODS ROAD SOUTHERLY FOR GE1028'0.5 MILE, CONTINUE SOUTHERLY ON THE LEFT ROAD FOR 0.5 MILE GE1028'TO A Y JUNCTION AT THE TOP OF A RIDGE, CONTINUE ON THE LEFT GE1028'ROAD (EAST AND SOUTH) FOR 0.25 MILE TO A DIM TRACK ROAD GE1028'ON THE LEFT, CONTINUE ON THE RIGHT ROAD (WEST) FOR 0.1 MILE GE1028'TO THE STATION ON THE RIGHT AS DESCRIBED. GE1028' GE1028'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GE1028'HOOKER 1955. GE1028' GE1028'REFERENCE MARK 1 IS 54 FEET SOUTH OF THE TRIANGULAR BLAZED GE1028'OAK TREE AND 6 FEET EAST OF THE CENTER OF THE WOODS ROAD. GE1028'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HOOKER NO 1 GE1028'1955. GE1028' GE1028'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTER OF THE WOODS GE1028'ROAD. THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HOOKER NO GE1028'2 1955. GE1028' GE1028'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK. GE1028' GE1028'NOTE- A FOUR-WHEEL DRIVE TRUCK IS NEEDED FOR THE LAST 1.35 GE1028'MILES. GE1028' GE1028'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE1028 GE1028 STATION RECOVERY (2002) GE1028 GE1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1028'WOODS ROAD IS DIFFICULT TO TRAVEL IN INCLEMENT WEATHER. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1032 *********************************************************************** GE1032 DESIGNATION - LIGHT RESET GE1032 PID - GE1032 GE1032 STATE/COUNTY- AR/GREENE GE1032 USGS QUAD - WALCOTT (1992) GE1032 GE1032 *CURRENT SURVEY CONTROL GE1032 ___________________________________________________________________ GE1032* NAD 83(1997)- 36 06 22.60329(N) 090 44 33.32337(W) ADJUSTED GE1032* NAVD 88 - 80.16 (+/-2cm) 263.0 (feet) VERTCON GE1032 ___________________________________________________________________ GE1032 LAPLACE CORR- -1.05 (seconds) DEFLEC99 GE1032 GEOID HEIGHT- -28.10 (meters) GEOID99 GE1032 GE1032 HORZ ORDER - FIRST GE1032 VERT ORDER - THIRD ? (See Below) GE1032 GE1032.The horizontal coordinates were established by classical geodetic methods GE1032.and adjusted by the National Geodetic Survey in September 1999. GE1032 GE1032.The NAVD 88 height was computed by applying the VERTCON shift value to GE1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE1032.The vertical order pertains to the superseded datum. GE1032 GE1032.The Laplace correction was computed from DEFLEC99 derived deflections. GE1032 GE1032.The geoid height was determined by GEOID99. GE1032 GE1032; North East Units Scale Converg. GE1032;SPC AR N - 197,420.811 513,214.783 MT 0.99997735 +0 43 54.1 GE1032;UTM 15 - 3,998,095.989 703,197.876 MT 1.00010877 +1 19 50.6 GE1032 GE1032: Primary Azimuth Mark Grid Az GE1032:SPC AR N - LIGHT AZ MK 179 24 06.8 GE1032:UTM 15 - LIGHT AZ MK 178 48 10.3 GE1032 GE1032|---------------------------------------------------------------------| GE1032| PID Reference Object Distance Geod. Az | GE1032| dddmmss.s | GE1032| CI4512 LIGHT RM 4 58.296 METERS 01343 | GE1032| CI4509 LIGHT RM 1 17.417 METERS 06849 | GE1032| CI4510 LIGHT RM 2 41.354 METERS 15905 | GE1032| CI4511 LIGHT RM 3 72.939 METERS 16453 | GE1032| CI4508 LIGHT AZ MK 1800800.9 | GE1032|---------------------------------------------------------------------| GE1032 GE1032 SUPERSEDED SURVEY CONTROL GE1032 GE1032 NAD 83(1986)- 36 06 22.61368(N) 090 44 33.32319(W) AD( ) 1 GE1032 NAD 27 - 36 06 22.36230(N) 090 44 32.91320(W) AD( ) 1 GE1032 NGVD 29 - 80.11 (m) 262.8 (f) LEVELING 3 GE1032 GE1032.Superseded values are not recommended for survey control. GE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1032.See file dsdata.txt to determine how the superseded data were derived. GE1032 GE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0319898096(NAD 83) GE1032_MARKER: DS = TRIANGULATION STATION DISK GE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1032 GE1032 HISTORY - Date Condition Report By GE1032 HISTORY - 1953 MONUMENTED CGS GE1032 HISTORY - 1955 GOOD CGS GE1032 HISTORY - 1963 POOR USGS GE1032 HISTORY - 1965 GOOD CGS GE1032 HISTORY - 20020916 MARK NOT FOUND USACE GE1032 GE1032 STATION DESCRIPTION GE1032 GE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) GE1032'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF LIGHT, 31 GE1032'FEET WEST OF THE CENTER OF A DIRT ROAD, 21 FEET SOUTHEAST GE1032'OF THE SOUTHEAST CORNER OF A BARN AND 15 FEET NORTHWEST OF GE1032'A FENCE CORNER. IT IS STAMPED LIGHT 1953 AND IT IS SET GE1032'FLUSH WITH THE SURFACE OF THE GROUND. GE1032' GE1032'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE GE1032'DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE. IT GE1032'PROJECTS 4 INCHES AND IS STAMPED LIGHT NO 1 1953. GE1032' GE1032'REFERENCE MARK NO. 2 IS 82 FEET NORTH NORTHEAST OF A T ROAD GE1032'JUNCTION, 59 FEET NORTH OF A FENCE CORNER, 19 FEET EAST OF GE1032'THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH GE1032'FENCE LINE. IT PROJECTS 4 INCHES AND IS STAMPED LIGHT NO GE1032'2 1953. GE1032' GE1032'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 147.49 FEET. GE1032' GE1032'THE AZIMUTH MARK IS 91 FEET NORTHEAST OF A CROSSROAD JUNCTION, 29 GE1032'FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHWEST GE1032'OF A POWERLINE POLE AND 2 FEET NORTH OF A WITNESS POST. IT GE1032'PROJECTS 4 INCHES AND IS STAMPED LIGHT 1953. GE1032' GE1032'TO REACH THE STATION FROM THE POST OFFICE IN LIGHT GO EAST ON GE1032'STATE HIGHWAY 25 FOR ABOUT 80 YARDS TO A T ROAD RIGHT, TURN GE1032'RIGHT ON GRADED ROAD AND GO NORTH ON MAIN TRAVELED ROAD FOR GE1032'2.3 MILES TO CROSSROAD AND AZIMUTH MARK AS DESCRIBED. CONTINUE GE1032'NORTH ON DIRT ROAD FOR 0.5 MILE TO THE STATION MARK ON THE LEFT GE1032'AS DESCRIBED. GE1032' GE1032'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE1032 GE1032 STATION RECOVERY (1955) GE1032 GE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1032'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION. A GE1032'DISCREPANCY WAS FOUND IN THE TO REACH. GO WEST FROM THE POST GE1032'OFFICE IN LIGHT INSTEAD OF EAST. GE1032 GE1032 STATION RECOVERY (1963) GE1032 GE1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 GE1032'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND GE1032'SLIGHTLY DISTURBED, LEANING WEST APPROXIMATELY 2 DEGREES. GE1032' GE1032'RM 1 HAS THE TOP KNOCKED OFF. THE SHAFT OF THE DISK IS GE1032'INTACT. GE1032' GE1032'RM 2 WAS NOT FOUND AND IS DESTROYED. GE1032' GE1032'THE THREE MARKS ARE IN FIELDS THAT ARE CULTIVATED. THIS IS GE1032'THE REASON FOR THEIR BEING DISTURBED. GE1032 GE1032 STATION RECOVERY (1965) GE1032 GE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH) GE1032'THE STATION WAS VISITED 10-18-65 AND STATION AND AZIMUTH MARK WERE GE1032'FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 AND NO. 2 GE1032'WERE DESTROYED PRIOR TO THIS DATE. REFERENCE MARK NO. 3 AND NO. 4 GE1032'WERE ESTABLISHED AT THIS DATE. THE AREA AT THE STATION GE1032'IS NOW A CULTIVATED FIELD, THE BARN MENTIONED IN THE ORIGINAL GE1032'DESCRIPTION HAS BEEN DISMANTLED TO PRESERVE THE STATION. GE1032'THE SURFACE MARK WAS LOWERED BELOW PLOW DEPTH. WITNESS POSTS GE1032'WERE SET AT REFERENCE MARK NO. 3 AND NO. 4 AND AZIMUTH MARKS. A GE1032'NEW DESCRIPTION FOLLOWS. GE1032' GE1032'THE STATION IS LOCATED ABOUT 2.8 MILES NORTH OF THE COMMUNITY GE1032'OF LIGHT, 0.55 MILE NORTH OF A CROSS ROAD IN A CULTIVATED GE1032'FIELD, 30 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH GE1032'ROAD, 207 FEET NORTH-NORTHWEST OF THE INTERSECTIONS OF THE GE1032'CENTER LINES OF THE NORTH-SOUTH ROAD AND A ROAD LEADING EAST, 194 GE1032'FEET NORTH-NORTHWEST OF POWER POLE AT ROAD LEADING EAST, GE1032'250 FEET SOUTH-SOUTHWEST OF SECOND POLE NORTH OF ROAD LEADING GE1032'EAST, 5.3 FEET WEST OF A POINT UNDER CENTER OF POWER LINE GE1032'WHICH IS 244 FEET SOUTH OF THE SECOND POLE NORTH OF THE SIDE GE1032'ROAD LEADING EAST. IT IS A STANDARD DISK, STAMPED LIGHT GE1032'1953 1965. STATION IS 12 INCHES BELOW SURFACE OF GROUND. GE1032' GE1032'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF STATION, 3 FEET GE1032'NORTH OF POWER POLE WITH TRANSFORMER, 20 FEET NORTH OF GE1032'CENTERLINE OF ROAD LEADING EAST, 22 FEET EAST OF THE CENTERLINE GE1032'OF NORTH-SOUTH ROAD, 11 FEET NORTHEAST OF NORTH END OF A GE1032'CULVERT UNDER ROAD LEADING EAST, 1 FOOT SOUTH OF A METAL WITNESS GE1032'POST. IT IS A STANDARD DISK, STAMPED LIGHT NO. 3 1953 1965, GE1032'PROJECTS 6 INCHES. GE1032' GE1032'REFERENCE MARK NO. 4 IS NORTH-NORTHEAST OF THE STATION AND GE1032'IN LINE WITH A ROW OF POLES, 11 FEET SOUTH OF THE SECOND GE1032'POLE NORTH OF ROAD LEADING EAST, 437 FEET NORTH OF THE CENTER GE1032'OF ROAD LEADING EAST, 22 FEET EAST OF THE CENTERLINE OF GE1032'ROAD, 6 FEET NORTH OF THE ANCHOR FOR POWER POLE, 1 FOOT NORTHEAST GE1032'OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED LIGHT GE1032'NO. 4 1953 1965, PROJECTS 6 INCHES. GE1032' GE1032'THE DISTANCE FROM REFERENCE MARK NO. 3 TO REFERENCE MARK NO. GE1032'4 IS 416.3 FEET. GE1032' GE1032'THE AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION IN THE GE1032'NORTHEAST ANGLE OF THE CROSS ROAD, 55 FEET NORTH OF A DEEP GE1032'EAST-WEST DITCH, 30 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH GE1032'ROAD, 87 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 93 FEET GE1032'NORTH-NORTHEAST OF THE CENTERLINE OF CROSS ROADS, 615 FEET GE1032'NORTHWEST OF POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST. GE1032'IT IS A STANDARD DISK, STAMPED LIGHT 1953, PROJECTS 3 INCHES. GE1032' GE1032'TO REACH STATION FROM THE POST OFFICE AT LIGHT ON STATE HIGHWAY GE1032'25, GO NORTH ON GRAVELED ROAD FOR 2.3 MILES TO A CROSS ROAD GE1032'AND AZIMUTH MARK IN NORTHEAST ANGLE. CONTINUE NORTH FOR 0.5 GE1032'MILE TO A SIDE ROAD RIGHT AND REFERENCE MARK 3 IN NORTHEAST GE1032'ANGLE. CONTINUE NORTH FOR 207 FEET TO STATION ON THE LEFT. GE1032 GE1032 STATION RECOVERY (2002) GE1032 GE1032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1032'THE STATION IS LOCATED IN A CULTIVATED FIELD. NO SEARCH MADE DUE TO GE1032'CROP IN FIELD. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0213 *********************************************************************** GE0213 DESIGNATION - N 188 GE0213 PID - GE0213 GE0213 STATE/COUNTY- AR/GREENE GE0213 USGS QUAD - LAFE (1993) GE0213 GE0213 *CURRENT SURVEY CONTROL GE0213 ___________________________________________________________________ GE0213* NAD 83(1986)- 36 12 41. (N) 090 31 31. (W) SCALED GE0213* NAVD 88 - 92.070 (meters) 302.07 (feet) ADJUSTED GE0213 ___________________________________________________________________ GE0213 GEOID HEIGHT- -28.29 (meters) GEOID99 GE0213 DYNAMIC HT - 91.994 (meters) 301.82 (feet) COMP GE0213 MODELED GRAV- 979,807.4 (mgal) NAVD 88 GE0213 GE0213 VERT ORDER - FIRST CLASS II GE0213 GE0213.The horizontal coordinates were scaled from a topographic map and have GE0213.an estimated accuracy of +/- 6 seconds. GE0213 GE0213.The orthometric height was determined by differential leveling GE0213.and adjusted by the National Geodetic Survey in June 1991. GE0213 GE0213.The geoid height was determined by GEOID99. GE0213 GE0213.The dynamic height is computed by dividing the NAVD 88 GE0213.geopotential number by the normal gravity value computed on the GE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0213.degrees latitude (g = 980.6199 gals.). GE0213 GE0213.The modeled gravity was interpolated from observed gravity values. GE0213 GE0213; North East Units Estimated Accuracy GE0213;SPC AR N - 209,350. 532,610. MT (+/- 180 meters Scaled) GE0213 GE0213 SUPERSEDED SURVEY CONTROL GE0213 GE0213 NGVD 29 - 92.061 (m) 302.04 (f) ADJ UNCH 1 2 GE0213 GE0213.Superseded values are not recommended for survey control. GE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0213.See file dsdata.txt to determine how the superseded data were derived. GE0213 GE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA224102(NAD 83) GE0213_MARKER: DB = BENCH MARK DISK GE0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GE0213_STAMPING: N 188 1956 GE0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0213 GE0213 HISTORY - Date Condition Report By GE0213 HISTORY - 1956 MONUMENTED CGS GE0213 HISTORY - 20020918 MARK NOT FOUND USACE GE0213 GE0213 STATION DESCRIPTION GE0213 GE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0213'8.8 MI SE FROM KNOBEL. GE0213'8.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0213'STATION AT KNOBEL, ABOUT 12 POLES SOUTHEAST OF MILE POLE 207, GE0213'ABOUT 0.85 MILE NORTHWEST OF ROAD CROSSING AT LAFE, ABOUT 1.0 GE0213'MILE SOUTHEAST OF THE ROAD CROSSING AT HOOKER, AT AN ABANDONED GE0213'ROAD CROSSING, 47 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 259 GE0213'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE, 106 GE0213'FEET WEST OF WEST CORNER OF RAILROAD TRESTLE NO. 207.4, 59 GE0213'FEET NORTHWEST OF A 40-INCH OAK TREE WHICH IS IN FENCE LINE, 61 GE0213'FEET WEST-SOUTHWEST OF CENTER OF ABANDONED ROAD CROSSING, 30 GE0213'FEET NORTHWEST OF CENTER LINE OF ABANDONED ROAD, 19 FEET GE0213'NORTHEAST OF CENTER LINE OF A ROAD PARALLELING THE TRACK TO THE GE0213'NORTHWEST, 1 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET GE0213'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET GE0213'BELOW LEVEL OF TRACK, AND IS A DISK ON TOP OF A COPPER-COATED GE0213'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE WHICH GE0213'PROJECTS 3 INCHES. THE ROD IS DRIVEN TO A DEPTH OF 48-FEET. GE0213 GE0213 STATION RECOVERY (2002) GE0213 GE0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0213'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0207 *********************************************************************** GE0207 DESIGNATION - P 32 GE0207 PID - GE0207 GE0207 STATE/COUNTY- AR/GREENE GE0207 USGS QUAD - LAFE (1993) GE0207 GE0207 *CURRENT SURVEY CONTROL GE0207 ___________________________________________________________________ GE0207* NAD 83(1986)- 36 09 53. (N) 090 30 35. (W) SCALED GE0207* NAVD 88 - 102.140 (meters) 335.10 (feet) ADJUSTED GE0207 ___________________________________________________________________ GE0207 GEOID HEIGHT- -28.23 (meters) GEOID99 GE0207 DYNAMIC HT - 102.056 (meters) 334.83 (feet) COMP GE0207 MODELED GRAV- 979,802.4 (mgal) NAVD 88 GE0207 GE0207 VERT ORDER - FIRST CLASS II GE0207 GE0207.The horizontal coordinates were scaled from a topographic map and have GE0207.an estimated accuracy of +/- 6 seconds. GE0207 GE0207.The orthometric height was determined by differential leveling GE0207.and adjusted by the National Geodetic Survey in June 1991. GE0207 GE0207.The geoid height was determined by GEOID99. GE0207 GE0207.The dynamic height is computed by dividing the NAVD 88 GE0207.geopotential number by the normal gravity value computed on the GE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0207.degrees latitude (g = 980.6199 gals.). GE0207 GE0207.The modeled gravity was interpolated from observed gravity values. GE0207 GE0207; North East Units Estimated Accuracy GE0207;SPC AR N - 204,200. 534,080. MT (+/- 180 meters Scaled) GE0207 GE0207 SUPERSEDED SURVEY CONTROL GE0207 GE0207 NGVD 29 - 102.130 (m) 335.07 (f) ADJ UNCH 1 2 GE0207 GE0207.Superseded values are not recommended for survey control. GE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0207.See file dsdata.txt to determine how the superseded data were derived. GE0207 GE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA239050(NAD 83) GE0207_MARKER: DB = BENCH MARK DISK GE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0207_STAMPING: P 32 1933 GE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0207+STABILITY: SURFACE MOTION GE0207 GE0207 HISTORY - Date Condition Report By GE0207 HISTORY - 1933 MONUMENTED CGS GE0207 HISTORY - 1956 GOOD NGS GE0207 HISTORY - 20020918 MARK NOT FOUND USACE GE0207 GE0207 STATION DESCRIPTION GE0207 GE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 GE0207'8.2 MI NW FROM PARAGOULD. GE0207'8.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0207'STATION AT PARAGOULD, AT GAINESVILLE, ABOUT 0.3 MILE SOUTHEAST GE0207'OF MILE POLE 211, 75 FEET WEST-SOUTHWEST OF NEAR RAIL OF MAIN GE0207'TRACK, 108 FEET EAST-NORTHEAST OF CENTER LINE OF STATE HIGHWAY GE0207'135, 79 FEET NORTH OF CENTER LINE OF AN EAST-WEST ROAD, 112 GE0207'FEET WEST-NORTHWEST OF CENTER OF CROSSING OF ROAD AND MAIN GE0207'TRACK, 61 FEET WEST-SOUTHWEST OF NEAR RAIL OF A SIDE TRACK, 19 GE0207'FEET SOUTH-SOUTHEAST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL GE0207'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2 GE0207'INCHES. GE0207 GE0207 STATION RECOVERY (2002) GE0207 GE0207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0207'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0206 *********************************************************************** GE0206 DESIGNATION - T 188 GE0206 PID - GE0206 GE0206 STATE/COUNTY- AR/GREENE GE0206 USGS QUAD - LAFE (1993) GE0206 GE0206 *CURRENT SURVEY CONTROL GE0206 ___________________________________________________________________ GE0206* NAD 83(1986)- 36 09 35. (N) 090 30 28. (W) SCALED GE0206* NAVD 88 - 102.916 (meters) 337.65 (feet) ADJUSTED GE0206 ___________________________________________________________________ GE0206 GEOID HEIGHT- -28.23 (meters) GEOID99 GE0206 DYNAMIC HT - 102.831 (meters) 337.37 (feet) COMP GE0206 MODELED GRAV- 979,802.2 (mgal) NAVD 88 GE0206 GE0206 VERT ORDER - FIRST CLASS II GE0206 GE0206.The horizontal coordinates were scaled from a topographic map and have GE0206.an estimated accuracy of +/- 6 seconds. GE0206 GE0206.The orthometric height was determined by differential leveling GE0206.and adjusted by the National Geodetic Survey in June 1991. GE0206 GE0206.The geoid height was determined by GEOID99. GE0206 GE0206.The dynamic height is computed by dividing the NAVD 88 GE0206.geopotential number by the normal gravity value computed on the GE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0206.degrees latitude (g = 980.6199 gals.). GE0206 GE0206.The modeled gravity was interpolated from observed gravity values. GE0206 GE0206; North East Units Estimated Accuracy GE0206;SPC AR N - 203,650. 534,270. MT (+/- 180 meters Scaled) GE0206 GE0206 SUPERSEDED SURVEY CONTROL GE0206 GE0206 NGVD 29 - 102.906 (m) 337.62 (f) ADJ UNCH 1 2 GE0206 GE0206.Superseded values are not recommended for survey control. GE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0206.See file dsdata.txt to determine how the superseded data were derived. GE0206 GE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA241045(NAD 83) GE0206_MARKER: DB = BENCH MARK DISK GE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0206_STAMPING: T 188 1956 GE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0206+STABILITY: SURFACE MOTION GE0206 GE0206 HISTORY - Date Condition Report By GE0206 HISTORY - 1956 MONUMENTED CGS GE0206 HISTORY - 20020918 MARK NOT FOUND USACE GE0206 GE0206 STATION DESCRIPTION GE0206 GE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0206'7.8 MI NW FROM PARAGOULD. GE0206'7.85 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0206'STATION AT PARAGOULD, ABOUT 0.3 MILE NORTH-NORTHWEST OF MILE GE0206'POLE 212, AT CROSSING OF ROCK HILL ROAD, ABOUT 0.1 MILE EAST GE0206'ALONG ROCK HILL ROAD FROM THE JUNCTION OF STATE HIGHWAY 135, 46 GE0206'FEET EAST-NORTHEAST OF NEAR RAIL OF TRACK, 54 FEET NORTHEAST OF GE0206'CENTER OF CROSSING, 32 FEET NORTH OF CENTER LINE OF ROAD, 14 FEET GE0206'NORTH-NORTHWEST OF A FENCE CORNER, 4 FEET SOUTH-SOUTHWEST OF A GE0206'FENCE CORNER, 3 1/2 FEET NORTHWEST OF A RAILROAD RAIL PROJECTING GE0206'2 1/2 FEET, 1 1/2 FEET WEST-NORTHWEST OF A FENCE LINE, 2 FEET GE0206'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE GE0206'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING GE0206'3 INCHES. GE0206 GE0206 STATION RECOVERY (2002) GE0206 GE0206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0206'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0208 *********************************************************************** GE0208 DESIGNATION - U 188 GE0208 PID - GE0208 GE0208 STATE/COUNTY- AR/GREENE GE0208 USGS QUAD - LAFE (1993) GE0208 GE0208 *CURRENT SURVEY CONTROL GE0208 ___________________________________________________________________ GE0208* NAD 83(1986)- 36 10 44. (N) 090 30 49. (W) SCALED GE0208* NAVD 88 - 111.755 (meters) 366.65 (feet) ADJUSTED GE0208 ___________________________________________________________________ GE0208 GEOID HEIGHT- -28.25 (meters) GEOID99 GE0208 DYNAMIC HT - 111.662 (meters) 366.34 (feet) COMP GE0208 MODELED GRAV- 979,803.2 (mgal) NAVD 88 GE0208 GE0208 VERT ORDER - FIRST CLASS II GE0208 GE0208.The horizontal coordinates were scaled from a topographic map and have GE0208.an estimated accuracy of +/- 6 seconds. GE0208 GE0208.The orthometric height was determined by differential leveling GE0208.and adjusted by the National Geodetic Survey in June 1991. GE0208 GE0208.The geoid height was determined by GEOID99. GE0208 GE0208.The dynamic height is computed by dividing the NAVD 88 GE0208.geopotential number by the normal gravity value computed on the GE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0208.degrees latitude (g = 980.6199 gals.). GE0208 GE0208.The modeled gravity was interpolated from observed gravity values. GE0208 GE0208; North East Units Estimated Accuracy GE0208;SPC AR N - 205,760. 533,710. MT (+/- 180 meters Scaled) GE0208 GE0208 SUPERSEDED SURVEY CONTROL GE0208 GE0208 NGVD 29 - 111.744 (m) 366.61 (f) ADJ UNCH 1 2 GE0208 GE0208.Superseded values are not recommended for survey control. GE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0208.See file dsdata.txt to determine how the superseded data were derived. GE0208 GE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA236066(NAD 83) GE0208_MARKER: DB = BENCH MARK DISK GE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0208_STAMPING: U 188 1956 GE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0208+STABILITY: SURFACE MOTION GE0208 GE0208 HISTORY - Date Condition Report By GE0208 HISTORY - 1956 MONUMENTED CGS GE0208 HISTORY - 20020918 MARK NOT FOUND USACE GE0208 GE0208 STATION DESCRIPTION GE0208 GE0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0208'9.2 MI NW FROM PARAGOULD. GE0208'9.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GE0208'STATION AT PARAGOULD, ABOUT 0.3 MILE SOUTH OF OVERPASS OF STATE GE0208'HIGHWAY 135 OVER TRACK, 47 FEET WEST OF WEST RAIL, 71 FEET GE0208'EAST OF CENTER LINE OF STATE HIGHWAY 135 AT A POINT WHERE THE GE0208'HIGHWAY TURNS NORTHWEST AWAY FROM TRACK AND PARALLELS THE TRACK GE0208'TO THE SOUTH, 90 FEET NORTH-NORTHEAST OF A TELEPHONE CABLE GUY GE0208'POLE, 250 FEET SOUTHEAST OF SOUTHEAST END OF THE NORTHEAST GE0208'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 1 GE0208'FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS GE0208'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP GE0208'OF A CONCRETE POST PROJECTING 5 INCHES. GE0208 GE0208 STATION RECOVERY (2002) GE0208 GE0208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0208'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0211 *********************************************************************** GE0211 DESIGNATION - V 188 GE0211 PID - GE0211 GE0211 STATE/COUNTY- AR/GREENE GE0211 USGS QUAD - LAFE (1993) GE0211 GE0211 *CURRENT SURVEY CONTROL GE0211 ___________________________________________________________________ GE0211* NAD 83(1986)- 36 11 29. (N) 090 30 37. (W) SCALED GE0211* NAVD 88 - 102.890 (meters) 337.56 (feet) ADJUSTED GE0211 ___________________________________________________________________ GE0211 GEOID HEIGHT- -28.26 (meters) GEOID99 GE0211 DYNAMIC HT - 102.805 (meters) 337.29 (feet) COMP GE0211 MODELED GRAV- 979,805.5 (mgal) NAVD 88 GE0211 GE0211 VERT ORDER - FIRST CLASS II GE0211 GE0211.The horizontal coordinates were scaled from a topographic map and have GE0211.an estimated accuracy of +/- 6 seconds. GE0211 GE0211.The orthometric height was determined by differential leveling GE0211.and adjusted by the National Geodetic Survey in June 1991. GE0211 GE0211.The geoid height was determined by GEOID99. GE0211 GE0211.The dynamic height is computed by dividing the NAVD 88 GE0211.geopotential number by the normal gravity value computed on the GE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0211.degrees latitude (g = 980.6199 gals.). GE0211 GE0211.The modeled gravity was interpolated from observed gravity values. GE0211 GE0211; North East Units Estimated Accuracy GE0211;SPC AR N - 207,160. 533,990. MT (+/- 180 meters Scaled) GE0211 GE0211 SUPERSEDED SURVEY CONTROL GE0211 GE0211 NGVD 29 - 102.880 (m) 337.53 (f) ADJ UNCH 1 2 GE0211 GE0211.Superseded values are not recommended for survey control. GE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0211.See file dsdata.txt to determine how the superseded data were derived. GE0211 GE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA238080(NAD 83) GE0211_MARKER: DB = BENCH MARK DISK GE0211_SETTING: 30 = CULVERT GE0211_STAMPING: V 188 1956 GE0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0211+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002 GE0211 GE0211 HISTORY - Date Condition Report By GE0211 HISTORY - 1956 MONUMENTED CGS GE0211 HISTORY - 20020918 GOOD USACE GE0211 GE0211 STATION DESCRIPTION GE0211 GE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0211'10.2 MI NW FROM PARAGOULD. GE0211'10.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM GE0211'THE STATION AT PARAGOULD, ABOUT 10.65 MILES SOUTHEAST OF THE GE0211'STATION AT KNOBEL, CLAY COUNTY, ABOUT 0.65 MILE NORTHEAST OF GE0211'OVERPASS OF STATE HIGHWAY 135 OVER TRACK, ABOUT 3 1/2 TELEPHONE GE0211'POLES SOUTHWEST OF A PRIVATE ROAD CROSSING, IN THE TOP OF THE GE0211'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE GE0211'BOX CULVERT UNDER TRACK, 22 FEET SOUTHEAST OF SOUTHEAST RAIL, GE0211'62 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 135, 16 1/2 FEET GE0211'WEST OF TELEPHONE POLE NO. 209/11, 3 1/2 FEET NORTHEAST OF BM GE0211'209/11 (M.P.RR), 1/2 FOOT SOUTHWEST OF NORTHEAST END OF HEAD GE0211'WALL AND ABOUT 9 FEET BELOW LEVEL OF TRACK. GE0211 GE0211 STATION RECOVERY (2002) GE0211 GE0211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0211'TO REACH THE STATION FROM THE INTERSECTION OF HWY 135 AND 34 AT S EDGE GE0211'OF LAFE, GO S ALONG HWY 135 FOR 0.8 MI TO MARK ON RIGHT. GE0211'RR IS ABANDONED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1031 *********************************************************************** GE1031 DESIGNATION - WALCOTT GE1031 PID - GE1031 GE1031 STATE/COUNTY- AR/GREENE GE1031 USGS QUAD - WALCOTT (1992) GE1031 GE1031 *CURRENT SURVEY CONTROL GE1031 ___________________________________________________________________ GE1031* NAD 83(1997)- 36 02 21.99252(N) 090 39 24.71380(W) ADJUSTED GE1031* NAVD 88 - 143. (meters) 469. (feet) SCALED GE1031 ___________________________________________________________________ GE1031 LAPLACE CORR- -0.82 (seconds) DEFLEC99 GE1031 GEOID HEIGHT- -28.01 (meters) GEOID99 GE1031 GE1031 HORZ ORDER - FIRST GE1031 GE1031.The horizontal coordinates were established by classical geodetic methods GE1031.and adjusted by the National Geodetic Survey in September 1999. GE1031 GE1031.The orthometric height was scaled from a topographic map. GE1031 GE1031.The Laplace correction was computed from DEFLEC99 derived deflections. GE1031 GE1031.The geoid height was determined by GEOID99. GE1031 GE1031; North East Units Scale Converg. GE1031;SPC AR N - 190,107.453 521,033.980 MT 0.99996742 +0 46 53.6 GE1031;UTM 15 - 3,990,863.543 711,094.247 MT 1.00014910 +1 22 44.7 GE1031 GE1031: Primary Azimuth Mark Grid Az GE1031:SPC AR N - WALCOTT AZ MK 240 50 34.5 GE1031:UTM 15 - WALCOTT AZ MK 240 14 43.4 GE1031 GE1031|---------------------------------------------------------------------| GE1031| PID Reference Object Distance Geod. Az | GE1031| dddmmss.s | GE1031| CI4895 WALCOTT RM 1 25.796 METERS 15324 | GE1031| CI4896 WALCOTT RM 2 38.468 METERS 20329 | GE1031| CI4894 WALCOTT AZ MK 2413728.1 | GE1031|---------------------------------------------------------------------| GE1031 GE1031 SUPERSEDED SURVEY CONTROL GE1031 GE1031 NAD 83(1986)- 36 02 22.00314(N) 090 39 24.71382(W) AD( ) 1 GE1031 NAD 27 - 36 02 21.74970(N) 090 39 24.31410(W) AD( ) 1 GE1031 GE1031.Superseded values are not recommended for survey control. GE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1031.See file dsdata.txt to determine how the superseded data were derived. GE1031 GE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1109490864(NAD 83) GE1031_MARKER: DS = TRIANGULATION STATION DISK GE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1031 GE1031 HISTORY - Date Condition Report By GE1031 HISTORY - 1953 MONUMENTED CGS GE1031 HISTORY - 20020916 MARK NOT FOUND USACE GE1031 GE1031 STATION DESCRIPTION GE1031 GE1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) GE1031'THE STATION IS LOCATED ABOUT 1 MILE EAST OF WALCOTT, 43 FEET GE1031'NORTHWEST OF THE CENTER OF A GRADED ROAD, 38 FEET NORTH OF GE1031'AN OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET SOUTHEAST OF A GE1031'WITNESS POST. IT PROJECTS 4 INCHES AND IS STAMPED WALCOTT GE1031'1953. GE1031' GE1031'REFERENCE MARK NO. 1 IS 41 FEET SOUTHEAST OF THE CENTER GE1031'OF A GRADED ROAD, 41 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY GE1031'AND 1 FOOT WEST OF A FENCE CORNER. IT IS STAMPED WALCOTT GE1031'NO 1 1953 AND IT IS SET FLUSH WITH THE GROUND. GE1031' GE1031'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTER OF THE GE1031'GRADED ROAD 21 FEET WEST SOUTHWEST OF THE CENTER OF THE GE1031'DRIVEWAY AND 13 FEET EAST NORTHEAST OF A LARGE OAK TREE. GE1031'IT IS STAMPED WALCOTT NO 2 1953 AND IT IS SET FLUSH WITH THE GE1031'GROUND. GE1031' GE1031'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF A POWER LINE POLE, GE1031'36 FEET SOUTHEAST OF A T ROAD JUNCTION AND 1.5 FEET NORTHEAST GE1031'OF A WITNESS POST. IT PROJECTS 5 INCHES AND IS STAMPED GE1031'WALCOTT 1953. GE1031' GE1031'TO REACH THE STATION FROM THE POST OFFICE IN WALCOTT GO GE1031'SOUTHWESTERLY ON THE MAIN STREET FOR 0.05 MILE TO A FORK, GE1031'TURN LEFT, UP HILL, AND FOLLOW MAIN TRAVELED ROAD SOUTHEAST GE1031'AND EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE GE1031'EAST AND NORTHEAST FOR 0.5 MILE TO THE STATION ON THE LEFT GE1031'AS DESCRIBED. GE1031' GE1031'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE1031 GE1031 STATION RECOVERY (2002) GE1031 GE1031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1031'ROADWAY HAS BEEN CLEARED AND WIDENED. ASSUMED MARK DESTROYED BY GE1031'CONSTRUCTION. GE1031'RM 2 FOUND IN GOOD CONDITION.