1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 GE1015 *********************************************************************** GE1015 DESIGNATION - BOYDS GE1015 PID - GE1015 GE1015 STATE/COUNTY- AR/CLAY GE1015 USGS QUAD - BOYDSVILLE (1984) GE1015 GE1015 *CURRENT SURVEY CONTROL GE1015 ___________________________________________________________________ GE1015* NAD 83(1997)- 36 21 50.06661(N) 090 24 20.06709(W) ADJUSTED GE1015* NAVD 88 - 137. (meters) 449. (feet) SCALED GE1015 ___________________________________________________________________ GE1015 LAPLACE CORR- -0.48 (seconds) DEFLEC99 GE1015 GEOID HEIGHT- -28.62 (meters) GEOID03 GE1015 GE1015 HORZ ORDER - SECOND GE1015 GE1015.The horizontal coordinates were established by classical geodetic methods GE1015.and adjusted by the National Geodetic Survey in September 1999. GE1015 GE1015.The orthometric height was scaled from a topographic map. GE1015 GE1015.The Laplace correction was computed from DEFLEC99 derived deflections. GE1015 GE1015.The geoid height was determined by GEOID03. GE1015 GE1015; North East Units Scale Factor Converg. GE1015;SPC AR N - 226,443.878 543,093.750 MT 1.00002842 +0 55 40.1 GE1015;UTM 15 - 4,027,438.307 732,774.255 MT 1.00026764 +1 32 20.2 GE1015 GE1015! - Elev Factor x Scale Factor = Combined Factor GE1015!SPC AR N - 0.99998299 x 1.00002842 = 1.00001141 GE1015!UTM 15 - 0.99998299 x 1.00026764 = 1.00025063 GE1015 GE1015: Primary Azimuth Mark Grid Az GE1015:SPC AR N - BOYDS AZ MK 216 23 40.6 GE1015:UTM 15 - BOYDS AZ MK 215 47 00.5 GE1015 GE1015|---------------------------------------------------------------------| GE1015| PID Reference Object Distance Geod. Az | GE1015| dddmmss.s | GE1015| CI3068 BOYDS RM 1 23.419 METERS 13639 | GE1015| CI3067 BOYDS AZ MK 2171920.7 | GE1015| CI3069 BOYDS RM 2 22.769 METERS 21946 | GE1015| GE1019 CORNING MUNICIPAL TANK APPROX.16.4 KM 2884933.7 | GE1015|---------------------------------------------------------------------| GE1015 GE1015 SUPERSEDED SURVEY CONTROL GE1015 GE1015 NAD 83(1986)- 36 21 50.07364(N) 090 24 20.06632(W) AD( ) 2 GE1015 NAD 27 - 36 21 49.85170(N) 090 24 19.69120(W) AD( ) 2 GE1015 GE1015.Superseded values are not recommended for survey control. GE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1015.See file dsdata.txt to determine how the superseded data were derived. GE1015 GE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3277427438(NAD 83) GE1015_MARKER: DS = TRIANGULATION STATION DISK GE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1015_STAMPING: BOYDS TRIANGULATION 1955 GE1015_MARK LOGO: CGS GE1015_MAGNETIC: N = NO MAGNETIC MATERIAL GE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE1015+STABILITY: SURFACE MOTION GE1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE1015+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002 GE1015 GE1015 HISTORY - Date Condition Report By GE1015 HISTORY - 1955 MONUMENTED CGS GE1015 HISTORY - 1970 GOOD NGS GE1015 HISTORY - 20020801 GOOD USACE GE1015 GE1015 STATION DESCRIPTION GE1015 GE1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD) GE1015'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MC DOUGAL AND GE1015'2-1/2 MILES NORTHWEST OF BOYDSVILLE, ON THE HIGHEST POINT OF GE1015'A WOODED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE GE1015'VICINITY. IT IS 50 FEET EAST OF THE CENTER OF A TRACK ROAD AND GE1015'4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST. GE1015' GE1015'TO REACH THE STATION FROM THE POST OFFICE IN BOYDSVILLE, GO WEST GE1015'ON STATE HIGHWAY 90 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT GE1015'AND A CHURCH ON THE LEFT, TURN RIGHT AND GO NORTH FOR 1.4 MILES TO GE1015'A SIDE ROAD LEFT JUST BEFORE CROSSING A BRIDGE, TURN LEFT AND GE1015'GO NORTHERLY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, GE1015'CONTINUE NORTH AND EAST FOR 0.25 MILE TO THE STATION ON THE GE1015'LEFT. GE1015' GE1015'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYDS GE1015'1955. GE1015' GE1015'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTER OF THE TRACK ROAD. GE1015'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BOYDS NO 1 GE1015'1955. GE1015' GE1015'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE TRACK GE1015'ROAD. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GE1015'BOYDS NO 2 1955. GE1015' GE1015'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE MAIN ROAD, GE1015'6 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 3 FEET EAST GE1015'OF A 4 X 4 INCH WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES GE1015'AND THE DISK IS STAMPED BOYDS 1955. GE1015' GE1015'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE1015 GE1015 STATION RECOVERY (1970) GE1015 GE1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) GE1015'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH. GE1015'THE TO REACH WAS FOUND TO BE COMPLETELY WRONG AND ENTIRE GE1015'DESCRIPTION VERY POOR. THE DIRECTION TO THE REFERENCE MARKS GE1015'CHECKED. THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER GE1015'THAN THE PREVIOUS MEASUREMENT BY 0.28 OF A FOOT. THE DISTANCE GE1015'TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER THAN THE PREVIOUS GE1015'MEASUREMENT BY 0.14 OF A FOOT. A COMPLETE DESCRIPTION FOLLOWS- GE1015' GE1015'THE STATION IS LOCATED IN A SMALL SADDLE BETWEEN 2 HUMPS OF THE GE1015'TALLEST WOOD COVERED HILL IN THE AREA, 51 FEET EAST OF THE GE1015'CENTERLINE OF TRACK ROAD, 35 FEET NORTHEAST OF A 10 INCH GE1015'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 10 FEET GE1015'SOUTHEAST OF A TWIN TRUNK 8 INCH OAK TREE, 56 FEET EAST OF A TWIN GE1015'TRUNK 16 INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST. GE1015'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYDS GE1015'1955. GE1015' GE1015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND GE1015'141 AT THE MISSIONARY BAPTIST CHURCH AT THE WEST EDGE OF GE1015'BOYDSVILLE, GO NORTH ON ROAD 141 (GRAVELED) FOR 1.4 MILES TO A GE1015'SIDE ROAD LEFT JUST BEFORE CROSSING A BRIDGE. TURN LEFT AND GO GE1015'WEST ON THE GRAVELED ROAD FOR 0.75 MILE TO A T-ROAD. TURN RIGHT GE1015'AND GO NORTHERLY ALONG TOP OF RIDGE ON GRAVELED ROAD FOR 0.9 GE1015'MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHERLY ON THE GE1015'ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT. TURN RIGHT AND GO GE1015'EAST ON THE TRACK ROAD FOR ABOUT 150 FEET TO A FORK. TAKE THE GE1015'RIGHT FORK AND GO EAST AND SOUTH ON TRACK ROAD FOR ABOUT 300 GE1015'FEET TO THE STATION ON THE LEFT. GE1015' GE1015'REFERENCE MARK 1 IS 54 FEET EAST OF THE CENTERLINE OF THE ROAD, GE1015'22 FEET SOUTHWEST OF AN 8 INCH OAK TREE, 60 FEET NORTHWEST OF GE1015'A TWIN TRUNK 18 INCH POPLAR TREE AND ON THE SOUTHEAST SLOPE OF THE GE1015'HILL ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION. THE GE1015'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED BOYDS NO 1 GE1015'1955. GE1015' GE1015'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTERLINE OF ROAD, 5 GE1015'FEET EAST OF A FENCE, 22 FEET NORTH OF A 10 INCH OAK TREE, 16 GE1015'FEET NORTHEAST OF AN 8 INCH OAK TREE AND ABOUT 8 FEET LOWER IN GE1015'ELEVATION THAN THE STATION. THE MONUMENT PROJECTS 3 INCHES GE1015'AND THE DISK IS STAMPED BOYDS NO 2 1955. GE1015' GE1015'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF THE CENTERLINE OF THE GE1015'ROAD, 7 FEET SOUTHEAST OF CENTERLINE OF TRACK ROAD, 3 FEET NORTH GE1015'OF A 6 INCH OAK TREE WITH A WITNESS SIGN ATTACHED AND 45 FEET GE1015'NORTHEAST OF A SMALL KNOLL. THE MONUMENT PROJECTS 4 INCHES AND GE1015'THE DISK IS STAMPED BOYDS 1955. GE1015' GE1015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2 GE1015'MILES NORTHWEST OF BOYDSVILLE. GE1015' GE1015'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. GE1015 GE1015 STATION RECOVERY (2002) GE1015 GE1015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1015'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 141 AND COUNTY GE1015'ROAD 270, 1.4 MI (2.3 KM) N OF BOYDSVILLE, GO WEST ALONG CR NO 270 FOR GE1015'0.7 MI (1.1 KM) TO CR NO 265 ON RIGHT, TURN RIGHT, GO NORTH FOR 1.0 MI GE1015'(1.6 KM) BEFORE OLD ROAD BECOMES GULLY WASHED, CONTINUE BY FOOT, GE1015'APPROXIMATELY 150 FT (45.7 M) TO DIM ROAD ON RIGHT. FOLLOW EASTERLY GE1015'TO FORK, TAKE RIGHT FORK FOR APPROXIMATELY 250 FT (76.2 M) TO MARK ON GE1015'LEFT, IN HEAVY WOODED AREA. THE STATION IS 50 FT (15.2 M) EAST OF GE1015'TRACK ROAD AT HIGHEST POINT OF AREA, 2 FT (0.6 M) WEST OF WITNESS GE1015'POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 GE0136 *********************************************************************** GE0136 DESIGNATION - R 189 GE0136 PID - GE0136 GE0136 STATE/COUNTY- AR/CLAY GE0136 USGS QUAD - PIGGOTT (1984) GE0136 GE0136 *CURRENT SURVEY CONTROL GE0136 ___________________________________________________________________ GE0136* NAD 83(1986)- 36 25 44. (N) 090 14 35. (W) SCALED GE0136* NAVD 88 - 127.518 (meters) 418.37 (feet) ADJUSTED GE0136 ___________________________________________________________________ GE0136 GEOID HEIGHT- -28.73 (meters) GEOID03 GE0136 DYNAMIC HT - 127.413 (meters) 418.02 (feet) COMP GE0136 MODELED GRAV- 979,808.4 (mgal) NAVD 88 GE0136 GE0136 VERT ORDER - FIRST CLASS II GE0136 GE0136.The horizontal coordinates were scaled from a topographic map and have GE0136.an estimated accuracy of +/- 6 seconds. GE0136 GE0136.The orthometric height was determined by differential leveling GE0136.and adjusted by the National Geodetic Survey in June 1991. GE0136 GE0136.The geoid height was determined by GEOID03. GE0136 GE0136.The dynamic height is computed by dividing the NAVD 88 GE0136.geopotential number by the normal gravity value computed on the GE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0136.degrees latitude (g = 980.6199 gals.). GE0136 GE0136.The modeled gravity was interpolated from observed gravity values. GE0136 GE0136; North East Units Estimated Accuracy GE0136;SPC AR N - 233,900. 557,550. MT (+/- 180 meters Scaled) GE0136 GE0136 SUPERSEDED SURVEY CONTROL GE0136 GE0136 NGVD 29 (??/??/92) 127.507 (m) 418.33 (f) ADJ UNCH 1 2 GE0136 GE0136.Superseded values are not recommended for survey control. GE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0136.See file dsdata.txt to determine how the superseded data were derived. GE0136 GE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA471350(NAD 83) GE0136_MARKER: DB = BENCH MARK DISK GE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0136_STAMPING: R 189 1956 GE0136_MARK LOGO: CGS GE0136_MAGNETIC: N = NO MAGNETIC MATERIAL GE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0136+STABILITY: SURFACE MOTION GE0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE0136+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002 GE0136 GE0136 HISTORY - Date Condition Report By GE0136 HISTORY - 1956 MONUMENTED CGS GE0136 HISTORY - 20020717 GOOD USACE GE0136 GE0136 STATION DESCRIPTION GE0136 GE0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GE0136'1.4 MI SE FROM POLLARD. GE0136'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE GE0136'OVER POLLARD CREEK AT POLLARD, ABOUT 125 YARDS WEST OF A JOGGED GE0136'CROSSROAD (NORTH TO WANDERS HOME BAPTIST CHURCH), 107 FEET GE0136'SOUTHWEST OF SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 23 FEET GE0136'WEST OF CENTER LINE OF A DRIVE TO HOUSE, 7 FEET EAST-NORTHEAST GE0136'OF A POWER POLE ON BRANCH LINE TO HOUSE, 5 FEET WEST OF A FENCE GE0136'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE GE0136'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET GE0136'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. GE0136 GE0136 STATION RECOVERY (2002) GE0136 GE0136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0136'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 62 AND 139 AT GE0136'POLLARD, GO E ALONG HIGHWAY 62 FOR 1.3 MI (2.1 KM) TO MARK ON LEFT. GE0136'THE STATION IS 35 FT (10.7 M) N OF CENTERLINE OF HIGHWAY 62, 18 FT GE0136'(5.5 M) SW OF FENCE CORNER, 14.5 FT (4.4 M) SW OF GTE FIBER CABLE GE0136'POLE, 3.8 FT (1.2 M) W OF CARSONITE WITNESS POST AND PP, 23 FT (7.0 M) GE0136'W OF APPROXIMATE CENTER OF DRIVE ENTRANCE.