1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FG0135 *********************************************************************** FG0135 DESIGNATION - L 208 FG0135 PID - FG0135 FG0135 STATE/COUNTY- AR/FAULKNER FG0135 USGS QUAD - ENOLA (1982) FG0135 FG0135 *CURRENT SURVEY CONTROL FG0135 ___________________________________________________________________ FG0135* NAD 83(1986)- 35 10 48. (N) 092 09 22. (W) SCALED FG0135* NAVD 88 - 104.521 (meters) 342.92 (feet) ADJUSTED FG0135 ___________________________________________________________________ FG0135 GEOID HEIGHT- -27.59 (meters) GEOID99 FG0135 DYNAMIC HT - 104.424 (meters) 342.60 (feet) COMP FG0135 MODELED GRAV- 979,704.0 (mgal) NAVD 88 FG0135 FG0135 VERT ORDER - SECOND CLASS 0 FG0135 FG0135.The horizontal coordinates were scaled from a topographic map and have FG0135.an estimated accuracy of +/- 6 seconds. FG0135 FG0135.The orthometric height was determined by differential leveling FG0135.and adjusted by the National Geodetic Survey in June 1991. FG0135 FG0135.The geoid height was determined by GEOID99. FG0135 FG0135.The dynamic height is computed by dividing the NAVD 88 FG0135.geopotential number by the normal gravity value computed on the FG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0135.degrees latitude (g = 980.6199 gals.). FG0135 FG0135.The modeled gravity was interpolated from observed gravity values. FG0135 FG0135; North East Units Estimated Accuracy FG0135;SPC AR N - 93,940. 385,780. MT (+/- 180 meters Scaled) FG0135 FG0135 SUPERSEDED SURVEY CONTROL FG0135 FG0135 NGVD 29 - 104.508 (m) 342.87 (f) ADJ UNCH 2 0 FG0135 FG0135.Superseded values are not recommended for survey control. FG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0135.See file dsdata.txt to determine how the superseded data were derived. FG0135 FG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768933(NAD 83) FG0135_MARKER: DB = BENCH MARK DISK FG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0135_STAMPING: L 208 1962 FG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0135+STABILITY: SURFACE MOTION FG0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG0135+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 FG0135 FG0135 HISTORY - Date Condition Report By FG0135 HISTORY - 1962 MONUMENTED CGS FG0135 HISTORY - 1989 MARK NOT FOUND USPSQD FG0135 HISTORY - 20030402 GOOD INDIV FG0135 FG0135 STATION DESCRIPTION FG0135 FG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FG0135'3.85 MI SW FROM MOUNT VERNON. FG0135'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT FG0135'MOUNT VERNON, 58 FEET NORTH OF AN INTERSECTION OF THE HIGHWAY AND A FG0135'DIRT ROAD EAST AND WEST, 40.5 FEET NORTHWEST OF THE CENTERLINE OF THE FG0135'HIGHWAY, 13.1 FEET SOUTHWEST OF A BRACED TELEPHONE POLE, 2.4 FEET FG0135'NORTHEAST OF A METAL WITNESS POST, 0.8 FOOT SOUTHEAST OF A FENCE, FG0135'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE FG0135'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE. FG0135 FG0135 STATION RECOVERY (1989) FG0135 FG0135'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS) FG0135'MARK NOT FOUND. FG0135 FG0135 STATION RECOVERY (2003) FG0135 FG0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB) FG0135'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FG1704 *********************************************************************** FG1704 DESIGNATION - SALTILLO FG1704 PID - FG1704 FG1704 STATE/COUNTY- AR/FAULKNER FG1704 USGS QUAD - HAMLET (1994) FG1704 FG1704 *CURRENT SURVEY CONTROL FG1704 ___________________________________________________________________ FG1704* NAD 83(1997)- 35 00 14.10665(N) 092 18 11.65439(W) ADJUSTED FG1704* NAVD 88 - 233.7 (meters) 767. (feet) VERTCON FG1704 ___________________________________________________________________ FG1704 X - -210,198.466 (meters) COMP FG1704 Y - -5,226,120.987 (meters) COMP FG1704 Z - 3,638,341.333 (meters) COMP FG1704 LAPLACE CORR- 2.11 (seconds) DEFLEC99 FG1704 ELLIP HEIGHT- 206.28 (meters) (09/24/01) GPS OBS FG1704 GEOID HEIGHT- -27.45 (meters) GEOID99 FG1704 FG1704 HORZ ORDER - FIRST FG1704 ELLP ORDER - FOURTH CLASS II FG1704 FG1704.The horizontal coordinates were established by classical geodetic methods FG1704.and adjusted by the National Geodetic Survey in September 1999. FG1704 FG1704.The NAVD 88 height was computed by applying the VERTCON shift value to FG1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FG1704 FG1704.The X, Y, and Z were computed from the position and the ellipsoidal ht. FG1704 FG1704.The Laplace correction was computed from DEFLEC99 derived deflections. FG1704 FG1704.The ellipsoidal height was determined by GPS observations FG1704.and is referenced to NAD 83. FG1704 FG1704.The geoid height was determined by GEOID99. FG1704 FG1704; North East Units Scale Converg. FG1704;SPC AR N - 74,438.744 372,319.746 MT 0.99998687 -0 10 35.2 FG1704;UTM 15 - 3,873,699.375 563,578.256 MT 0.99964982 +0 23 58.9 FG1704 FG1704: Primary Azimuth Mark Grid Az FG1704:SPC AR N - SALTILLO AZ MK 335 11 56.2 FG1704:UTM 15 - SALTILLO AZ MK 334 37 22.1 FG1704 FG1704|---------------------------------------------------------------------| FG1704| PID Reference Object Distance Geod. Az | FG1704| dddmmss.s | FG1704| FG1705 SALTILLO FOR COMM LOT T 18 2 8.745 METERS 09944 | FG1704| CI2268 SALTILLO RM 1 30.559 METERS 14614 | FG1704| CI2269 SALTILLO RM 2 16.575 METERS 25432 | FG1704| CI2267 SALTILLO AZ MK 3350121.0 | FG1704|---------------------------------------------------------------------| FG1704 FG1704 SUPERSEDED SURVEY CONTROL FG1704 FG1704 ELLIP HT - 206.26 (m) (09/14/99) GP( ) 4 1 FG1704 NAD 83(1986)- 35 00 14.12552(N) 092 18 11.64206(W) AD( ) 1 FG1704 NAD 27 - 35 00 13.81100(N) 092 18 11.09400(W) AD( ) 1 FG1704 NGVD 29 - 233.7 (m) 767. (f) GPS OBS FG1704 FG1704.Superseded values are not recommended for survey control. FG1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1704.See file dsdata.txt to determine how the superseded data were derived. FG1704 FG1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6357873699(NAD 83) FG1704_MARKER: DS = TRIANGULATION STATION DISK FG1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG1704_STAMPING: SALTILLO 1940 FG1704_MARK LOGO: CGS FG1704_MAGNETIC: N = NO MAGNETIC MATERIAL FG1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG1704+STABILITY: SURFACE MOTION FG1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1704+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 FG1704 FG1704 HISTORY - Date Condition Report By FG1704 HISTORY - 1940 MONUMENTED CGS FG1704 HISTORY - 1940 GOOD CGS FG1704 HISTORY - 1967 GOOD CGS FG1704 HISTORY - 19890926 GOOD NGS FG1704 HISTORY - 19900420 GOOD FG1704 HISTORY - 20030402 GOOD INDIV FG1704 FG1704 STATION DESCRIPTION FG1704 FG1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS) FG1704'STATION IS ABOUT 9-1/2 MILES SE OF CONWAY, 8 MILES NE OF FG1704'MAYFLOWER ON THE HIGHEST POINT OF A VERY PROMINENT TIMBERED FG1704'RIDGE THE HIGHEST IN THE VICINITY AND ABOUT 30 FEET W OF THE FG1704'SALTILLO STATE FIRE LOOKOUT TOWER. FG1704' FG1704'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE FG1704'STANDARD DISKS SET IN CONCRETE. FG1704' FG1704'THE SURFACE MARK IS 23 FEET NW OF SW FOUNDATION PIER OF LOOKOUT FG1704'TOWER, 5.2 FEET E OF WHITE WITNESS POST. IT PROJECTS 6 INCHES FG1704'ABOVE THE GROUND AND IS STAMPED SALTILLO 1940. FG1704' FG1704'REFERENCE MARK NO. 1 IS 71 FEET S OF SE FOUNDATION PIER OF FG1704'LOOKOUT TOWER, 3 FEET LOWER THAN STATION MARK. IT PROJECTS FG1704'3 INCHES ABOVE GROUND AND IS STAMPED SALTILLO NO. 1 1940. FG1704' FG1704'REFERENCE MARK NO. 2 IS 70.5 FEET W OF SW FOUNDATION PIER, FG1704'1-1/2 FEET LOWER THAN STATION MARK. IT PROJECTS 3 INCHES FG1704'ABOVE GROUND AND IS STAMPED SALTILLO NO. 2 1940. FG1704' FG1704'THE AZIMUTH MARK IS 39 FEET SW OF ROAD, 4.3 FEET NE OF WHITE FG1704'WITNESS POST. IT PROJECTS 6 INCHES ABOVE GROUND AND IS FG1704'STAMPED SALTILLO 1940. FG1704' FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 64 IN MIDTOWN FG1704'CONWAY, GO E 8.2 MILES ON U.S. HIGHWAY 64 TO JUNCTION WITH FG1704'STATE HIGHWAY 36, TURN RIGHT AND FOLLOW STATE HIGHWAY 36 S FG1704'4.25 MILES TO SALTILLO STORE ON RIGHT, CONTINUE STRAIGHT FG1704'AHEAD 0.75 MILE TO ROAD LEADING LEFT JUST N OF STEEL BRIDGE, FG1704'TURN LEFT AND FOLLOW MAIN ROAD 1.5 MILES TO AZIMUTH MARK ON FG1704'RIGHT, CONTINUE 2.6 MILES TO HIGHEST POINT OF RIDGE AND FG1704'STATION AT LOOKOUT TOWER. FG1704' FG1704'A 37-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION. FG1704 FG1704 STATION RECOVERY (1940) FG1704 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 FG1704'RECOVERED IN GOOD CONDITION. FG1704 FG1704 STATION RECOVERY (1967) FG1704 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS) FG1704'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE FG1704'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FG1704' FG1704'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF CONWAY, FG1704'8 MILES NORTHEAST OF MAYFLOWER, ON THE HIGHEST POINT OF A FG1704'PROMINENT TIMBERED RIDGE AND AT THE SITE OF THE SALTILLO FG1704'STATE FIRE TOWER. FG1704' FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 65 IN THE FG1704'EAST EDGE OF CONWAY, GO EAST ON U.S. HIGHWAY 64 FOR 8.0 FG1704'MILES TO THE JUNCTION OF STATE HIGHWAY 36. TURN RIGHT AND GO FG1704'SOUTH ON GRADED ROAD FOR 4.25 MILES TO A REVERSE FORK ON THE FG1704'RIGHT AND GRAHAMS GROCERY ON THE RIGHT. CONTINUE AHEAD AND GO FG1704'SOUTH ON GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT, JUST FG1704'BEFORE REACHING A A SMALL BRIDGE. TURN LEFT AND GO EAST ON FG1704'GRADED ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT. CONTINUE FG1704'AHEAD AND GO EAST FOR 0.2 MILE TO A FORK. TAKE THE RIGHT FG1704'FORK AND GO SOUTHEAST ON GRADED ROAD FOR 0.05 MILE TO THE FG1704'AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD AND GO SOUTHEAST FG1704'FOR 0.25 MILE TO A FORK. TAKE THE LEFT FORK AND GO EAST FG1704'ON FARM ROAD FOR 0.15 MILE TO A FORK. TAKE THE RIGHT FORK FG1704'AND GO SOUTHERLY ON WOODS ROAD FOR 1.5 MILES TO A FORK. TAKE FG1704'THE RIGHT FORK AND GO SOUTHWEST AND WEST ON WOODS ROAD FG1704'FOR 1.1 MILES TO THE HIGHEST POINT AND SITE OF THE OLD FG1704'LOOKOUT TOWER AND STATION. FG1704' FG1704'STATION MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 FG1704'INCHES. IT IS 17 FEET WEST-SOUTHWEST OF THE NORTHWEST CONCRETE FG1704'FOUNDATION OF THE LOOKOUT TOWER, 1 FOOT NORTH OF A METAL FG1704'WITNESS POST AND ON THE HIGHEST POINT OF THE RIDGE. FG1704' FG1704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALTILLO NO 1 1940, FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING FG1704'3 INCHES. IT IS 71 FEET SOUTH OF THE SOUTHEAST CONCRETE LEG FG1704'FOUNDATION OF THE LOOKOUT TOWER, 44 FEET SOUTH OF THE CENTER FG1704'OF A TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT FG1704'3 FEET LOWER THAN THE STATION. FG1704' FG1704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALTILLO NO 2 1940, FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING FG1704'2 INCHES. IT IS 72 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG FG1704'FOUNDATION OF THE OLD LOOKOUT TOWER, 83 FEET NORTH OF THE CENTER FG1704'OF A TRACK ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT FG1704'1 FOOT LOWER THAN THE STATION. FG1704' FG1704'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 FG1704'INCHES. IT IS 37 FEET SOUTHWEST OF THE CENTER OF A GRADED FG1704'ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. FG1704 FG1704 STATION RECOVERY (1989) FG1704 FG1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FG1704'STATION MARK WAS RECOVERED IN GOOD CONDITION. OTHER MARKS NOT FG1704'SEARCHED FOR. STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF FG1704'CONWAY, 11 KM (6.8 MI) SOUTHWEST OF VILONIA, ON WILSON HILL, AN FG1704'EAST-WEST RANGE, ALONG A DIRT ROAD, IN A NARROW STRIP BETWEEN ROAD FG1704'AND EDGE OF A HILL. OWNERSHIP--STATE DEPARTMENT OF FORESTRY. FG1704'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND US HIGHWAY 64 FG1704'(EXIT 127) ON THE EAST SIDE OF CONWAY. GO EAST ON HIGHWAY 64 FOR FG1704'10.98 KM (6.82 MI) TO ITS JUNCTION WITH STATE HIGHWAY 36 ON THE LEFT, FG1704'JUST PAST THE BRIDGE OVER PALARM CREEK. TURN RIGHT, SOUTH, ON A FG1704'PAVED ROAD FOR 1.77 KM (1.10 MI) TO A FORK. BEAR RIGHT, SOUTHWEST, FG1704'ON DIRT ROAD FOR 0.71 KM (0.44 MI) TO A FORK. BEAR LEFT, SOUTH, MAIN FG1704'ROAD, ON DIRT, THEN PAVED ROAD FOR 3.96 KM (2.46 MI) TO A REVERSE FG1704'FORK RIGHT AT STORE ON THE RIGHT. BEAR LEFT, AHEAD, SOUTHWESTERLY, FG1704'ON PAVED ROAD FOR 1.13 KM (0.70 MI) TO A DIRT ROAD LEFT. TURN LEFT, FG1704'EAST, FOR 1.58 KM (0.98 MI) TO A ROAD LEFT. CONTINUE AHEAD, EAST, FOR FG1704'0.30 KM (0.19 MI) TO A FORK. BEAR RIGHT, SOUTHEAST, FOR 1.23 KM FG1704'(0.76 MI) TO A ROAD LEFT, UPHILL. CONTINUE AHEAD, SOUTHERLY, FOR 0.13 FG1704'KM (0.08 MI) TO A FORK. BEAR RIGHT, SOUTH, THEN WEST, ON MAIN DIRT FG1704'ROAD FOR 0.33 KM (0.21 MI) TO A ROAD LEFT ON TOP OF A LOW RISE. FG1704'CONTINUE AHEAD, WEST, FOR 1.19 KM (0.74 MI) TO A CROSSROAD AT TOP OF FG1704'A LOW RISE. TURN LEFT, SOUTH, UPGRADE, FOR 1.20 KM (0.75 MI) TO A FG1704'FORK ON TOP OF RIDGE. BEAR LEFT, NORTHEAST, ON A SECONDARY ROAD FOR FG1704'0.47 KM (0.29 MI) TO STATION ON THE LEFT AT WEST END OF HIGH GROUND FG1704'AREA. FG1704'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FG1704'(NORTHEAST CORNER MISSING) PROJECTING 5 CM. IT IS 8.2 M (26.9 FT) FG1704'NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 0.4 M FG1704'(1.3 FT) EAST OF A FIBERGLASS WITNESS POST, 6.0 M (19.7 FT) FG1704'WEST-NORTHWEST OF NORTHWEST CONCRETE BASE OF LOOKOUT TOWER, 30.1 M FG1704'(98.8 FT) NORTHEAST OF A UTILITY POLE AT TELEPHONE PEDESTAL SS, AND FG1704'41.5 M (136.2 FT) (MEASURED ALONG THE ROAD CENTER), WEST OF CENTER OF FG1704'A DOUBLE METAL GATE ON SOUTH SIDE OF THE ROAD. FG1704'NOTE--WATCH OUT FOR THE SNAKES. FG1704 FG1704 STATION RECOVERY (1990) FG1704 FG1704'RECOVERED 1990 FG1704'RECOVERED IN GOOD CONDITION. FG1704 FG1704 STATION RECOVERY (2003) FG1704 FG1704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB) FG1704'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FG0293 *********************************************************************** FG0293 DESIGNATION - WRZ FG0293 PID - FG0293 FG0293 STATE/COUNTY- AR/FAULKNER FG0293 USGS QUAD - VILONIA (1994) FG0293 FG0293 *CURRENT SURVEY CONTROL FG0293 ___________________________________________________________________ FG0293* NAD 83(1986)- 35 02 15. (N) 092 10 08. (W) SCALED FG0293* NAVD 88 - 132.211 (meters) 433.76 (feet) POSTED FG0293 ___________________________________________________________________ FG0293 GEOID HEIGHT- -27.39 (meters) GEOID99 FG0293 DYNAMIC HT - 132.090 (meters) 433.37 (feet) COMP FG0293 MODELED GRAV- 979,692.5 (mgal) NAVD 88 FG0293 FG0293 VERT ORDER - * POSTED, Code A , SEE BELOW FG0293 FG0293.The horizontal coordinates were scaled from a topographic map and have FG0293.an estimated accuracy of +/- 6 seconds. FG0293 FG0293.The orthometric height was determined by differential leveling FG0293.and adjusted by the National Geodetic Survey in 1992. FG0293.* This is a POSTED BENCH MARK height. Code A indicates a distribution FG0293.rate of 0.0 thru 1.0 mm/km. FG0293 FG0293.The geoid height was determined by GEOID99. FG0293 FG0293.The dynamic height is computed by dividing the NAVD 88 FG0293.geopotential number by the normal gravity value computed on the FG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0293.degrees latitude (g = 980.6199 gals.). FG0293 FG0293.The modeled gravity was interpolated from observed gravity values. FG0293 FG0293; North East Units Estimated Accuracy FG0293;SPC AR N - 78,140. 384,590. MT (+/- 180 meters Scaled) FG0293 FG0293 SUPERSEDED SURVEY CONTROL FG0293 FG0293 NGVD 29 - 132.217 (m) 433.78 (f) ADJ UNCH 2 0 FG0293 FG0293.Superseded values are not recommended for survey control. FG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0293.See file dsdata.txt to determine how the superseded data were derived. FG0293 FG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU758775(NAD 83) FG0293_MARKER: DD = SURVEY DISK FG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0293_STAMPING: WRZ 1940 FG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0293+STABILITY: SURFACE MOTION FG0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FG0293+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 FG0293 FG0293 HISTORY - Date Condition Report By FG0293 HISTORY - 1940 MONUMENTED ARGS FG0293 HISTORY - 1953 GOOD NGS FG0293 HISTORY - 20030402 GOOD INDIV FG0293 FG0293 STATION DESCRIPTION FG0293 FG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 FG0293'0.6 MI N FROM OTTO. FG0293'0.6 MILE NORTH ALONG THE LITTLE ROCK-VILONIA ROAD FROM OTTO, FAULKNER FG0293'COUNTY, 1.5 MILES EAST ALONG A COUNTY ROAD, AT THE JUNCTION OF A FG0293'T-ROAD LEADING NORTH, 40 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, FG0293'AT THE D. G. ADAMS FARMHOUSE, 70 FEET NORTHEAST OF THE NORTHWEST FG0293'CORNER OF THE HOUSE, 33 FEET NORTHEAST OF A 12-INCH CEDAR TREE, AND 18 FG0293'FEET WEST OF A 24-INCH POST-OAK TREE MARKED BM. A STANDRD DISK, FG0293'STAMPED WRZ 1940 AND SET IN THE TOP OF A CONCRETE POST. FG0293 FG0293 STATION RECOVERY (2003) FG0293 FG0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB) FG0293'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FG0129 *********************************************************************** FG0129 DESIGNATION - Y 209 FG0129 PID - FG0129 FG0129 STATE/COUNTY- AR/FAULKNER FG0129 USGS QUAD - ENOLA (1982) FG0129 FG0129 *CURRENT SURVEY CONTROL FG0129 ___________________________________________________________________ FG0129* NAD 83(1986)- 35 09 35. (N) 092 13 23. (W) SCALED FG0129* NAVD 88 - 94.426 (meters) 309.80 (feet) ADJUSTED FG0129 ___________________________________________________________________ FG0129 GEOID HEIGHT- -27.66 (meters) GEOID99 FG0129 DYNAMIC HT - 94.338 (meters) 309.51 (feet) COMP FG0129 MODELED GRAV- 979,702.8 (mgal) NAVD 88 FG0129 FG0129 VERT ORDER - SECOND CLASS 0 FG0129 FG0129.The horizontal coordinates were scaled from a topographic map and have FG0129.an estimated accuracy of +/- 6 seconds. FG0129 FG0129.The orthometric height was determined by differential leveling FG0129.and adjusted by the National Geodetic Survey in June 1991. FG0129 FG0129.The geoid height was determined by GEOID99. FG0129 FG0129.The dynamic height is computed by dividing the NAVD 88 FG0129.geopotential number by the normal gravity value computed on the FG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0129.degrees latitude (g = 980.6199 gals.). FG0129 FG0129.The modeled gravity was interpolated from observed gravity values. FG0129 FG0129; North East Units Estimated Accuracy FG0129;SPC AR N - 91,700. 379,680. MT (+/- 180 meters Scaled) FG0129 FG0129 SUPERSEDED SURVEY CONTROL FG0129 FG0129 NGVD 29 - 94.419 (m) 309.77 (f) ADJ UNCH 2 0 FG0129 FG0129.Superseded values are not recommended for survey control. FG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0129.See file dsdata.txt to determine how the superseded data were derived. FG0129 FG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU707910(NAD 83) FG0129_MARKER: DB = BENCH MARK DISK FG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0129_STAMPING: Y 209 1962 FG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0129+STABILITY: SURFACE MOTION FG0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG0129+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 FG0129 FG0129 HISTORY - Date Condition Report By FG0129 HISTORY - 1962 MONUMENTED CGS FG0129 HISTORY - 1989 GOOD USPSQD FG0129 HISTORY - 20030402 GOOD INDIV FG0129 FG0129 STATION DESCRIPTION FG0129 FG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FG0129'8.65 MI SW FROM MOUNT VERNON. FG0129'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT FG0129'MOUNT VERNON, 53.6 FEET EAST OF THE EAST CORNER OF SANSON STORE AND FG0129'STATION, 49.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.0 FEET FG0129'SOUTH OF A STORAGE TANK, 7.5 FEET NORTH OF A GUY POLE, 2.0 FEET WEST FG0129'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH FG0129'PROJECTS 0.3 FEET. FG0129 FG0129 STATION RECOVERY (1989) FG0129 FG0129'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS) FG0129'RECOVERED IN GOOD CONDITION. FG0129 FG0129 STATION RECOVERY (2003) FG0129 FG0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB) FG0129'RECOVERED IN GOOD CONDITION.