1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 EJ2027 *********************************************************************** EJ2027 DESIGNATION - DUTCH EJ2027 PID - EJ2027 EJ2027 STATE/COUNTY- AR/YELL EJ2027 USGS QUAD - BLUFFTON (1985) EJ2027 EJ2027 *CURRENT SURVEY CONTROL EJ2027 ___________________________________________________________________ EJ2027* NAD 83(1997)- 34 57 48.78878(N) 093 32 23.89716(W) ADJUSTED EJ2027* NAVD 88 - 499.7 (meters) 1639. (feet) VERTCON EJ2027 ___________________________________________________________________ EJ2027 LAPLACE CORR- 2.16 (seconds) DEFLEC99 EJ2027 GEOID HEIGHT- -29.64 (meters) GEOID03 EJ2027 EJ2027 HORZ ORDER - SECOND EJ2027 EJ2027.The horizontal coordinates were established by classical geodetic methods EJ2027.and adjusted by the National Geodetic Survey in September 1999. EJ2027 EJ2027.The NAVD 88 height was computed by applying the VERTCON shift value to EJ2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EJ2027 EJ2027.The Laplace correction was computed from DEFLEC99 derived deflections. EJ2027 EJ2027.The geoid height was determined by GEOID03. EJ2027 EJ2027; North East Units Scale Factor Converg. EJ2027;SPC AR N - 71,017.746 259,363.069 MT 0.99999420 -0 53 46.0 EJ2027;UTM 15 - 3,869,134.296 450,704.622 MT 0.99962995 -0 18 34.0 EJ2027 EJ2027! - Elev Factor x Scale Factor = Combined Factor EJ2027!SPC AR N - 0.99992623 x 0.99999420 = 0.99992043 EJ2027!UTM 15 - 0.99992623 x 0.99962995 = 0.99955620 EJ2027 EJ2027: Primary Azimuth Mark Grid Az EJ2027:SPC AR N - JEAN RESET 295 13 46.9 EJ2027:UTM 15 - JEAN RESET 294 38 34.9 EJ2027 EJ2027|---------------------------------------------------------------------| EJ2027| PID Reference Object Distance Geod. Az | EJ2027| dddmmss.s | EJ2027| CX5753 DUTCH RM 1 11.534 METERS 04158 | EJ2027| CX5754 DUTCH RM 2 12.100 METERS 15525 | EJ2027| FG1886 JEAN RESET APPROX.16.0 KM 2942000.9 | EJ2027| EJ2028 DUTCH MOUNTAIN LOOKOUT TOWER 7.902 METERS 31329 | EJ2027|---------------------------------------------------------------------| EJ2027 EJ2027 SUPERSEDED SURVEY CONTROL EJ2027 EJ2027 NAD 83(1997)- 34 57 48.79906(N) 093 32 23.89316(W) AD( ) 2 EJ2027 NAD 83(1986)- 34 57 48.79942(N) 093 32 23.89091(W) AD( ) 2 EJ2027 NAD 27 - 34 57 48.46690(N) 093 32 23.20310(W) AD( ) 2 EJ2027 NGVD 29 (07/19/86) 499.6 (m) 1639. (f) VERT ANG EJ2027 EJ2027.Superseded values are not recommended for survey control. EJ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ2027.See file dsdata.txt to determine how the superseded data were derived. EJ2027 EJ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5070569134(NAD 83) EJ2027_MARKER: DS = TRIANGULATION STATION DISK EJ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ2027 EJ2027 HISTORY - Date Condition Report By EJ2027 HISTORY - 1956 MONUMENTED CGS EJ2027 HISTORY - 20040701 MARK NOT FOUND ARHD EJ2027 EJ2027 STATION DESCRIPTION EJ2027 EJ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB) EJ2027'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ON EJ2027'THE SUMMIT OF DUTCH CREEK MOUNTAIN, AND AT THE SITE OF THE EJ2027'DUTCH MOUNTAIN LOOKOUT TOWER. THE STATION IS APPROXIMATELY EJ2027'11 MILES SOUTHWEST OF DANVILLE, APPROXIMATELY 8 MILES WEST EJ2027'OF THE VILLAGE OF ROVER, AND APPROXIMATELY 5 MILES NORTHEAST EJ2027'OF BLUFFTON. EJ2027' EJ2027'THE STATION IS REACHED FROM THE EAST SIDE OF THE POST OFFICE EJ2027'IN GRAVELLY BY DRIVING NORTHERLY ON THE BLUE BALL ROAD FOR 4.7 EJ2027'MILES TO A SIDE ROAD RIGHT AT THE TOP OF A RIDGE OPPOSITE EJ2027'SIGN DUTCH MTN TOWER 11. TURN RIGHT, NORTHEAST, AND FOLLOW EJ2027'THE CREST OF THE RIDGE FOR 3.7 MILES TO TRIANGULATION STATION EJ2027'WALTREAK 1956. EJ2027' EJ2027'CONTINUE NORTHEASTERLY ALONG RIDGE FOR 7.25 MILES TO THE EJ2027'LOOKOUT TOWER AND THE STATION ON THE LEFT AS DESCRIBED BELOW. EJ2027' EJ2027'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 ARE ALL STANDARD EJ2027'DISKS. EJ2027' EJ2027'THE STATION MARK, STAMPED DUTCH 1956, IS SET IN THE TOP OF EJ2027'A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND. EJ2027'THE MARK IS 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF EJ2027'AN OLD CONCRETE FOUNDATION, 17 FEET NORTH OF THE CENTER OF EJ2027'TRACK ROAD, AND 15 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST EJ2027'LEG OF THE FOREST SERVICE LOOKOUT TOWER. EJ2027' EJ2027'REFERENCE MARK 1, STAMPED DUTCH NO 1 1956, IS SET IN THE EJ2027'TOP OF AN OLD CONCRETE FOUNDATION WALL THAT IS APPROXIMATELY EJ2027'8 INCHES THICK AND PROJECTS APPROXIMATELY 2 FEET ABOVE THE EJ2027'GROUND. THE MARK IS 36.5 FEET EAST OF THE NORTHEAST LEG EJ2027'OF THE LOOKOUT TOWER, AND ABOUT 2 FEET HIGHER THAN THE STATION EJ2027'MARK. EJ2027' EJ2027'REFERENCE MARK 2, STAMPED DUTCH NO 2 1956, IS SET IN THE EJ2027'TOP OF AN 18X18-INCH BOULDER THAT PROJECTS ABOUT 8 INCHES EJ2027'ABOVE THE GROUND. THE MARK IS APPROXIMATELY 9 FEET SOUTH EJ2027'OF THE CENTER OF THE TRACK ROAD, AND IS APPROXIMATELY 2 FEET EJ2027'LOWER IN ELEVATION THAN THE STATION MARK. EJ2027' EJ2027'NO AZIMUTH MARK ESTABLISHED DUE TO UNAVAILABILITY OF A SUITABLE EJ2027'LOCATION. EJ2027 EJ2027 STATION RECOVERY (2004) EJ2027 EJ2027'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) EJ2027'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. A 4 WHEEL DRIVE TRUCK EJ2027'IS REQUIRED. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 EJ2030 *********************************************************************** EJ2030 DESIGNATION - GRAVELLY EJ2030 PID - EJ2030 EJ2030 STATE/COUNTY- AR/YELL EJ2030 USGS QUAD - GRAVELLY (1985) EJ2030 EJ2030 *CURRENT SURVEY CONTROL EJ2030 ___________________________________________________________________ EJ2030* NAD 83(1997)- 34 52 55.55187(N) 093 42 15.26895(W) ADJUSTED EJ2030* NAVD 88 - 147.77 (+/-2cm) 484.8 (feet) VERTCON EJ2030 ___________________________________________________________________ EJ2030 LAPLACE CORR- 2.85 (seconds) DEFLEC99 EJ2030 GEOID HEIGHT- -29.84 (meters) GEOID03 EJ2030 EJ2030 HORZ ORDER - THIRD EJ2030 VERT ORDER - THIRD ? (See Below) EJ2030 EJ2030.The horizontal coordinates were established by classical geodetic methods EJ2030.and adjusted by the National Geodetic Survey in September 1999. EJ2030 EJ2030.The NAVD 88 height was computed by applying the VERTCON shift value to EJ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EJ2030.The vertical order pertains to the NGVD 29 superseded value. EJ2030 EJ2030.The Laplace correction was computed from DEFLEC99 derived deflections. EJ2030 EJ2030.The geoid height was determined by GEOID03. EJ2030 EJ2030; North East Units Scale Factor Converg. EJ2030;SPC AR N - 62,229.706 244,206.245 MT 1.00001047 -0 59 30.1 EJ2030;UTM 15 - 3,860,194.474 435,644.202 MT 0.99965104 -0 24 09.9 EJ2030 EJ2030! - Elev Factor x Scale Factor = Combined Factor EJ2030!SPC AR N - 0.99998149 x 1.00001047 = 0.99999196 EJ2030!UTM 15 - 0.99998149 x 0.99965104 = 0.99963254 EJ2030 EJ2030: Primary Azimuth Mark Grid Az EJ2030:SPC AR N - GRAVELLY AZ MK 093 14 45.0 EJ2030:UTM 15 - GRAVELLY AZ MK 092 39 24.8 EJ2030 EJ2030|---------------------------------------------------------------------| EJ2030| PID Reference Object Distance Geod. Az | EJ2030| dddmmss.s | EJ2030| CX5919 GRAVELLY RM 1 18.732 METERS 02300 | EJ2030| CX5918 GRAVELLY AZ MK 0921514.9 | EJ2030| CX5920 GRAVELLY RM 2 11.263 METERS 09621 | EJ2030|---------------------------------------------------------------------| EJ2030 EJ2030 SUPERSEDED SURVEY CONTROL EJ2030 EJ2030 NAD 83(1997)- 34 52 55.56065(N) 093 42 15.26515(W) AD( ) 3 EJ2030 NAD 83(1986)- 34 52 55.56043(N) 093 42 15.26107(W) AD( ) 3 EJ2030 NAD 27 - 34 52 55.21710(N) 093 42 14.55300(W) AD( ) 3 EJ2030 NGVD 29 (07/19/86) 147.71 (m) 484.6 (f) LEVELING 3 EJ2030 EJ2030.Superseded values are not recommended for survey control. EJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ2030.See file dsdata.txt to determine how the superseded data were derived. EJ2030 EJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3564460194(NAD 83) EJ2030_MARKER: DS = TRIANGULATION STATION DISK EJ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EJ2030+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 EJ2030 EJ2030 HISTORY - Date Condition Report By EJ2030 HISTORY - 1956 MONUMENTED CGS EJ2030 HISTORY - 20040701 GOOD ARHD EJ2030 EJ2030 STATION DESCRIPTION EJ2030 EJ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB) EJ2030'THE STATION IS LOCATED ABOUT 22 MILES EAST OF WALDRON, ABOUT EJ2030'2 MILES EAST OF NOLA, 0.8 MILE WEST OF GRAVELLY, AND 0.2 EJ2030'MILE EAST OF THE SCOTT-YELL COUNTY LINE. IT IS ON THE EJ2030'RIGHT-OF-WAY OF STATE HIGHWAY 28. EJ2030' EJ2030'TO REACH FROM THE POST OFFICE IN GRAVELLY, GO WEST ON STATE EJ2030'HIGHWAY 28 FOR 0.8 MILE TO THE STATION ON THE LEFT. EJ2030' EJ2030'THE STATION MARK, STAMPED GRAVELLY 1956, IS A STANDARD BRONZE EJ2030'DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS EJ2030'3 INCHES. IT IS 71 FEET WEST OF A DRIVEWAY, 40 FEET NORTH EJ2030'OF THE NORTHWEST CORNER OF THE FARMHOUSE OF BAX HUNT, 29 FEET EJ2030'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET EAST EJ2030'OF THE NORTHEAST CORNER OF A CONCRETE CELLAR. EJ2030' EJ2030'REFERENCE MARK 1, STAMPED GRAVELLY NO 1 1956, IS A STANDARD EJ2030'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH EJ2030'PROJECTS 4 INCHES. IT IS 27 FEET NORTH OF THE CENTERLINE EJ2030'OF THE HIGHWAY AND 10 FEET EAST OF THE CENTERLINE OF A BARN EJ2030'LANE. EJ2030' EJ2030'REFERENCE MARK 2, STAMPED GRAVELLY NO 2 1956, IS A STANDARD EJ2030'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH EJ2030'PROJECTS 4 INCHES. IT IS 33 FEET WEST OF THE DRIVEWAY TO EJ2030'THE HUNT FARMHOUSE AND 29 FEET SOUTH OF THE CENTERLINE OF EJ2030'THE HIGHWAY. EJ2030' EJ2030'THE AZIMUTH MARK, STAMPED GRAVELLY 1956, IS A STANDARD BRONZE EJ2030'DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS EJ2030'2 INCHES. IT IS 39 FEET NORTH OF THE CENTERLINE OF THE EJ2030'HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF THE ENTRANCE ROAD EJ2030'TO A FARMHOUSE, AND 2 FEET WEST OF A WHITE WITNESS POST. EJ2030' EJ2030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE EJ2030'HIGHWAY 28 FOR 0.2 MILE TO THE MARK ON LEFT. EJ2030 EJ2030 STATION RECOVERY (2004) EJ2030 EJ2030'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) EJ2030'THE STATION, AZIMUTH MARK AND RM-2 RECOVERED IN GOOD CONDITION. RM-1 EJ2030'NOT FOUND. STATION WOULD TAKE EXTENSIVE CLEARING FOR GPS OCCUPATION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 EJ2031 *********************************************************************** EJ2031 DESIGNATION - WALTREAK EJ2031 PID - EJ2031 EJ2031 STATE/COUNTY- AR/YELL EJ2031 USGS QUAD - GRAVELLY (1985) EJ2031 EJ2031 *CURRENT SURVEY CONTROL EJ2031 ___________________________________________________________________ EJ2031* NAD 83(1997)- 34 57 09.17834(N) 093 39 36.93034(W) ADJUSTED EJ2031* NAVD 88 - 517.7 (meters) 1698. (feet) VERTCON EJ2031 ___________________________________________________________________ EJ2031 LAPLACE CORR- 2.35 (seconds) DEFLEC99 EJ2031 GEOID HEIGHT- -29.82 (meters) GEOID03 EJ2031 EJ2031 HORZ ORDER - THIRD EJ2031 EJ2031.The horizontal coordinates were established by classical geodetic methods EJ2031.and adjusted by the National Geodetic Survey in September 1999. EJ2031 EJ2031.The NAVD 88 height was computed by applying the VERTCON shift value to EJ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EJ2031 EJ2031.The Laplace correction was computed from DEFLEC99 derived deflections. EJ2031 EJ2031.The geoid height was determined by GEOID03. EJ2031 EJ2031; North East Units Scale Factor Converg. EJ2031;SPC AR N - 69,975.783 248,358.356 MT 0.99999628 -0 57 58.0 EJ2031;UTM 15 - 3,867,980.012 439,715.104 MT 0.99964479 -0 22 41.8 EJ2031 EJ2031! - Elev Factor x Scale Factor = Combined Factor EJ2031!SPC AR N - 0.99992343 x 0.99999628 = 0.99991971 EJ2031!UTM 15 - 0.99992343 x 0.99964479 = 0.99956824 EJ2031 EJ2031: Primary Azimuth Mark Grid Az EJ2031:SPC AR N - GRAVELLY 208 11 32.4 EJ2031:UTM 15 - GRAVELLY 207 36 16.2 EJ2031 EJ2031|---------------------------------------------------------------------| EJ2031| PID Reference Object Distance Geod. Az | EJ2031| dddmmss.s | EJ2031| CX7347 WALTREAK RM 1 18.458 METERS 02155 | EJ2031| EJ2030 GRAVELLY APPROX. 8.8 KM 2071334.4 | EJ2031| CX7348 WALTREAK RM 2 22.777 METERS 27936 | EJ2031|---------------------------------------------------------------------| EJ2031 EJ2031 SUPERSEDED SURVEY CONTROL EJ2031 EJ2031 NAD 83(1997)- 34 57 09.18778(N) 093 39 36.92665(W) AD( ) 3 EJ2031 NAD 83(1986)- 34 57 09.18802(N) 093 39 36.92226(W) AD( ) 3 EJ2031 NAD 27 - 34 57 08.84970(N) 093 39 36.22220(W) AD( ) 3 EJ2031 NGVD 29 (07/19/86) 517.6 (m) 1698. (f) VERT ANG EJ2031 EJ2031.Superseded values are not recommended for survey control. EJ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ2031.See file dsdata.txt to determine how the superseded data were derived. EJ2031 EJ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3971567980(NAD 83) EJ2031_MARKER: DS = TRIANGULATION STATION DISK EJ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ2031 EJ2031 HISTORY - Date Condition Report By EJ2031 HISTORY - 1956 MONUMENTED CGS EJ2031 HISTORY - 1957 GOOD CGS EJ2031 HISTORY - 20040701 MARK NOT FOUND ARHD EJ2031 EJ2031 STATION DESCRIPTION EJ2031 EJ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB) EJ2031'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ON EJ2031'THE SUMMIT OF DUTCH MOUNTAIN. IT IS ABOUT 24 MILES EAST EJ2031'OF WALDRON AND ABOUT 5 MILES NORTH-NORTHEAST OF GRAVELLY. EJ2031' EJ2031'TO REACH FROM THE EAST SIDE OF THE POST OFFICE IN GRAVELLY, EJ2031'GO NORTHERLY ON THE BLUE BALL ROAD FOR 4.7 MILES TO A SIDE ROAD EJ2031'RIGHT AT TOP OF RIDGE OPPOSITE SIGN DUTCH MTN TOWER 11. EJ2031'TURN RIGHT (NORTHEAST) AND GO 3.7 MILES TO STATION ON RIGHT. EJ2031' EJ2031'THE STATION MARK, STAMPED WALTREAK 1956, IS A STANDARD BRONZE EJ2031'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS EJ2031'6 INCHES. IT IS 29 FEET SOUTHEAST OF THE CENTERLINE OF THE EJ2031'ROAD AND 20 FEET EAST OF A TRIANGLE-BLAZED OAK TREE. EJ2031' EJ2031'REFERENCE MARK 1, STAMPED WALTREAK NO 1 1956, IS A STANDARD EJ2031'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS EJ2031'6 INCHES. IT IS 11 FEET NORTHWEST OF THE CENTERLINE OF EJ2031'THE ROAD. EJ2031' EJ2031'REFERENCE MARK 2, STAMPED WALTREAK NO 2 1956, IS A STANDARD EJ2031'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH EJ2031'PROJECTS 6 INCHES. IT IS 11 FEET NORTHWEST OF THE CENTERLINE EJ2031'OF THE ROAD. EJ2031' EJ2031'NO AZIMUTH MARK WAS ESTABLISHED. EJ2031 EJ2031 STATION RECOVERY (1957) EJ2031 EJ2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAM) EJ2031'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE EJ2031'FOUND IN GOOD CONDITION. EJ2031 EJ2031 STATION RECOVERY (2004) EJ2031 EJ2031'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) EJ2031'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. A 4 WHEEL DRIVE TRUCK EJ2031'IS REQUIRED.