National Geodetic Survey, Retrieval Date = JANUARY 25, 2006 PC0984 *********************************************************************** PC0984 DESIGNATION - SCOTT PC0984 PID - PC0984 PC0984 STATE/COUNTY- OR/DOUGLAS PC0984 USGS QUAD - GLIDE (1987) PC0984 PC0984 *CURRENT SURVEY CONTROL PC0984 ___________________________________________________________________ PC0984* NAD 83(1991)- 43 22 20.12563(N) 123 03 53.55806(W) ADJUSTED PC0984* NAVD 88 - 1295.7 (meters) 4251. (feet) VERTCON PC0984 ___________________________________________________________________ PC0984 LAPLACE CORR- 4.41 (seconds) DEFLEC99 PC0984 GEOID HEIGHT- -23.24 (meters) GEOID03 PC0984 PC0984 HORZ ORDER - FIRST PC0984 PC0984.The horizontal coordinates were established by classical geodetic methods PC0984.and adjusted by the National Geodetic Survey in October 1991. PC0984 PC0984.The NAVD 88 height was computed by applying the VERTCON shift value to PC0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) PC0984 PC0984.The Laplace correction was computed from DEFLEC99 derived deflections. PC0984 PC0984.The geoid height was determined by GEOID03. PC0984 PC0984; North East Units Scale Factor Converg. PC0984;SPC OR S - 192,644.426 1,292,177.521 MT 0.99990091 -1 45 17.1 PC0984;SPC OR S - 632,035.52 4,239,427.56 iFT 0.99990091 -1 45 17.1 PC0984;UTM 10 - 4,802,156.709 494,743.998 MT 0.99960034 -0 02 40.4 PC0984 PC0984! - Elev Factor x Scale Factor = Combined Factor PC0984!SPC OR S - 0.99980049 x 0.99990091 = 0.99970142 PC0984!UTM 10 - 0.99980049 x 0.99960034 = 0.99940091 PC0984 PC0984: Primary Azimuth Mark Grid Az PC0984:SPC OR S - SCOTT AZ MK 200 19 49.2 PC0984:UTM 10 - SCOTT AZ MK 198 37 12.5 PC0984 PC0984|---------------------------------------------------------------------| PC0984| PID Reference Object Distance Geod. Az | PC0984| dddmmss.s | PC0984| CE0797 SCOTT RM N 32.710 METERS 01502 | PC0984| CE0795 SCOTT ECC RM 1 9.621 METERS 02054 | PC0984| CE0799 SCOTT RM SE 18.160 METERS 12543 | PC0984| PC0988 SCOTT RM 3 6.096 METERS 16422 | PC0984| CE0796 SCOTT RM 2 5.521 METERS 18140 | PC0984| CE0794 SCOTT AZ MK 1983432.1 | PC0984| PC0985 SCOTT ECC 2.221 METERS 30957 | PC0984|---------------------------------------------------------------------| PC0984 PC0984 SUPERSEDED SURVEY CONTROL PC0984 PC0984 NAD 83(1986)- 43 22 20.12516(N) 123 03 53.57964(W) AD( ) 1 PC0984 NAD 27 - 43 22 20.69600(N) 123 03 49.35500(W) AD( ) 1 PC0984 NGVD 29 (07/19/86) 1294.6 (m) 4247. (f) VERT ANG PC0984 PC0984.Superseded values are not recommended for survey control. PC0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PC0984.See file dsdata.txt to determine how the superseded data were derived. PC0984 PC0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9474402157(NAD 83) PC0984_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION PC0984_SETTING: 66 = SET IN ROCK OUTCROP PC0984_SP_SET: SET IN A DRILL HOLE IN BEDROCK PC0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD PC0984+STABILITY: POSITION/ELEVATION WELL PC0984 PC0984 HISTORY - Date Condition Report By PC0984 HISTORY - 1904 MONUMENTED CGS PC0984 HISTORY - 1937 SEE DESCRIPTION ORDT PC0984 HISTORY - 1938 SEE DESCRIPTION CGS PC0984 HISTORY - 1940 SEE DESCRIPTION CGS PC0984 HISTORY - 1953 SEE DESCRIPTION CGS PC0984 HISTORY - 1970 SEE DESCRIPTION NGS PC0984 HISTORY - 1980 GOOD OR-019 PC0984 PC0984 STATION DESCRIPTION PC0984 PC0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (OBF) PC0984'ON THE HIGHEST PART OF SUMMIT OF SCOTT MOUNTAIN, ABOUT 20 MILES PC0984'NORTHEAST OF ROSEBURG. THE SURFACE STATION MARK IS AN OLD TYPE PC0984'BRONZE DISK CEMENTED IN A BOULDER. THE SUBSURFACE MARK IS A PC0984'3/8-INCH COPPER BOLT 3 INCHES LONG, CEMENTED IN A SEPARATE PC0984'BOULDER SOME DISTANCE BENEATH THE SURFACE MARK. THE CROSS IN PC0984'THE DISK MARKING THE STATION IS DIRECTLY ABOVE THE CROSS IN THE PC0984'UNDERGROUND MARK. TWO REFERENCE MARKS, EACH CONSISTING OF A PC0984'DRILL OR PUNCH HOLE IN THE TOP OF A 3/8-INCH COPPER BOLT 3 INCHES PC0984'LONG, WHICH IS LEADED OR CEMENTED IN A DRILL HOLE IN A ROCK WITH PC0984'THE TOP OF THE BOLT FLUSH WITH THE SURFACE, ARE, PC0984'RESPECTIVELY, 32.71 METERS (107.3 FEET) FROM THE STATION IN PC0984'AZIMUTH 195 DEG 02 MIN AND 18.17 METERS (59.6 FEET) IN PC0984'AZIMUTH 305 DEG 42 MIN. THE FIRST IS IN A WHITE ROCK NEAR PC0984'THE MIDDLE OF A PROMINENT LEDGE AND THE SECOND IS IN A ROCKY PC0984'LEDGE NEAR THE EDGE OF THE BRUSH. PC0984 PC0984 STATION RECOVERY (1937) PC0984 PC0984'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1937 PC0984'AS DESCRIBED. PC0984' PC0984'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION. CENTER PC0984'OF LOOKOUT-HOUSE-ROOF PEAK, ON TOWER, IS 11.887 METERS (39.0 FEET) PC0984'TO SOUTHEAST IN AZIMUTH 302 DEG 04 MIN. PC0984' PC0984'FROM ROSEBURG TO THE LONE ROCK BRIDGE, THE DISTANCE IS 18 PC0984'MILES. FROM LONE ROCK BRIDGE TO FIRST FARMHOUSE, THE DISTANCE IS PC0984'1 MILE. FROM FARMHOUSE TO SUMMIT OF SCOTT MOUNTAIN, THE DISTANCE PC0984'IS 4 MILES BY A VERY STEEP FOOT TRAIL. PC0984' PC0984'TO REACH THIS STATION, DRIVE UP THE NORTH UMPQUA RIVER ON THE PC0984'NORTH UMPQUA HIGHWAY TO LONE ROCK BRIDGE. AT THE NORTH END OF PC0984'SAID BRIDGE IS A PRIVATE ROAD TO THE NORTH, FOLLOW THIS ROAD TO PC0984'THE FIRST FARMHOUSE, WHERE THERE IS A TRAIL LEADING TO SUMMIT OF PC0984'SCOTT MOUNTAIN. PC0984 PC0984 STATION RECOVERY (1938) PC0984 PC0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT) PC0984'STATION FOUND AS DESCRIBED, ON SCOTT MOUNTAIN, 18 MILES NORTHEAST PC0984'OF ROSEBURG AND 6 MILES NORTH OF GLIDE POST OFFICE, JUST PC0984'NORTHWEST OF LIVING QUARTERS OF STATE FOREST LOOKOUT. ALL MARKS PC0984'ARE IN GOOD CONDITION. PC0984' PC0984'A NEW STATION MARK WAS ESTABLISHED NEARBY BECAUSE OF LINES PC0984'BLOCKED BY RANGERS QUARTERS. SEE DESCRIPTION OF SCOTT ECC. 1938. PC0984' PC0984'REACHED FROM ROSEBURG BY FOLLOWING MAIN BUSINESS STREET, WHICH PC0984'IS 2 BLOCKS EAST OF U.S. HIGHWAY 99, NORTH OF HENNINGERS MARKET, PC0984'THENCE RIGHT ON SIGN DIXONVILLE AND GLIDE. FOLLOW MAIN COUNTY PC0984'ROAD NORTHEAST 5.6 MILES TO DIXONVILLE CROSSROADS. TURN LEFT PC0984'AND FOLLOW MAIN-TRAVELED ROAD 12.7 MILES TO GLIDE POST OFFICE PC0984'AND STORE. CONTINUE STRAIGHT AHEAD ON MAIN ROAD UP THE RIVER PC0984'1.8 MILES TO POINT JUST AFTER CROSSING LONE ROCK BRIDGE, PC0984'COVERED. TURN LEFT (NORTH) THROUGH BOARD GATE (MT. SCOTT SIGN ON PC0984'POST), AND FOLLOW ROAD NORTH 0.55 MILE, THENCE BEAR RIGHT 30 PC0984'YARDS TO BOARD GATE WITH SIGN, JESSE NEAVELLS RANCH 1 MILE OVER PC0984'IT, FOLLOW ROAD THROUGH THIS GATE NORTHEAST 0.65 MILE, THENCE PC0984'LEFT FORK 0.45 MILE, THENCE RIGHT FORK LESS-TRAVELED ROAD 0.25 PC0984'MILE TO OLD BUILDINGS AND PEAR ORCHARD. PACK STRAIGHT AHEAD PC0984'ON OLD ROAD, PASSING AN OLD BARN, AND CONTINUE NORTH 1 MILE PC0984'UP OLD WAGON GRADE TO GAPE IN FENCE. (TRUCK WITH COMPOUND PC0984'LOW MIGHT BE DRIVEN THIS FAR BUT ADVISABLE TO INVESTIGATE PC0984'FIRST.) CONTINUE ON FOOT TRAIL 3 MILES TO SUMMIT AND PC0984'STATION. HEIGHT OF CLIMB 3,000 FEET. TRAIL IS STEEP BUT GOOD. PC0984 PC0984 STATION RECOVERY (1940) PC0984 PC0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS) PC0984'STATION IS ON THE HIGHEST PART OF SUMMIT OF SCOTT MOUNTAIN, ABOUT PC0984'18 MILES NORTHEAST OF ROSEBURG AND 6 MILES NORTH OF GLIDE POST PC0984'OFFICE, JUST NORTHWEST OF LIVING QUARTERS OF STATE FOREST LOOKOUT. PC0984' PC0984'THE SURFACE STATION MARK IS AN OLD TYPE BRONZE DISK CEMENTED PC0984'IN A BOULDER. THE SUBSURFACE MARK IS A 3/8-INCH COPPER BOLT 3 PC0984'INCHES LONG, CEMENTED IN A SEPARATE BOULDER SOME DISTANCE BENEATH PC0984'THE SURFACE MARK. THE CROSS IN THE DISK MARKING THE STATION IS PC0984'DIRECTLY ABOVE THE CROSS IN THE UNDERGROUND MARK. THE TWO PC0984'REFERENCE MARKS, COPPER BOLTS IN BEDROCK, AND STATION MARK WERE PC0984'FOUND IN GOOD CONDITION. IN 1938 SCOTT ECC WAS ESTABLISHED PC0984'BECAUSE OF LINES BLOCKED BY CABIN FROM SCOTT 1904. THESE WERE PC0984'FOUND IN GOOD CONDITION AND ARE STAMPED SCOTT ECC 1938. PC0984' PC0984'REFERENCE MARK NO.1 IS 3 FEET LOWER THAN STATION AND REFERENCE PC0984'MARK NO.2, AT THE WEST SIDE OF LOOKOUT CABIN, IS 1 FOOT HIGHER. PC0984' PC0984'TO REACH FROM ROSEBURG, FOLLOW MAIN BUSINESS STREET, WHICH IS PC0984'2 BLOCKS EAST OF U.S. HIGHWAY 99, NORTH TO HENNINGERS MARKET, PC0984'THENCE RIGHT ON SIGN DIXONVILLE AND GLIDE. FOLLOW MAIN COUNTY PC0984'ROAD NORTHEAST 5.6 MILES TO DIXONVILLE CROSSROADS, TURN LEFT AND PC0984'FOLLOW MAIN-TRAVELED ROAD 12.7 MILES TO GLIDE POST OFFICE AND PC0984'STORE. CONTINUE STRAIGHT AHEAD ON MAIN ROAD UP RIVER 1.8 MILES PC0984'TO POINT JUST AFTER CROSSING LONE ROCK BRIDGE, COVERED, TURN PC0984'LEFT (NORTH) THROUGH BOARD GATE, MT. SCOTT SIGN ON POST, AND PC0984'FOLLOW ROAD NORTH 0.55 MILE, THENCE BEAR RIGHT 30 YARDS TO PC0984'BOARD GATE WITH SIGN, JESSE NEAVELLS RANCH 1 MILE, OVER IT, PC0984'FOLLOW ROAD THROUGH THIS GATE NORTHEAST 0.65 MILE, THENCE LEFT PC0984'FORK 0.45 MILE, THENCE RIGHT FORK LESS-TRAVELED ROAD 0.25 MILE TO PC0984'OLD BUILDINGS AND PEAR ORCHARD, END OF TRUCK TRAVEL. FROM PC0984'HERE PACK STRAIGHT AHEAD ON OLD ROAD, PASSING AN OLD BARN, AND PC0984'CONTINUE NORTH 1 MILE UP OLD WAGON GRADE TO GAP IN FENCE. PC0984'(TRUCK WITH COMPOUND LOW MIGHT BE DRIVEN THIS FAR BUT PC0984'ADVISABLE TO INVESTIGATE FIRST.) CONTINUE ON FOOT TRAIL PC0984'3 MILES TO SUMMIT AND STATION. HEIGHT OF CLIMB PC0984'3,000 FEET. TRAIL IS STEEP BUT GOOD. PC0984 PC0984 STATION RECOVERY (1953) PC0984 PC0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH) PC0984'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE PC0984'FOUND IN GOOD CONDITION. DUE TO ROAD CHANGES A NEW TO REACH PC0984'IS NECESSARY. PC0984' PC0984'TO REACH THE STATION FROM THE POST OFFICE IN SUTHERLIN. GO EAST PC0984'FOR 13.7 MILES TO A SIDE ROAD RIGHT AND A SIGN SCOTT MTN.L.O.. TURN PC0984'RIGHT AND FOLLOW THE MAIN GRAVELED ROAD ACROSS THE TRACKS FOR PC0984'9.4 MILES TO SCOTT MTN. LOOKOUT AND THE STATION. PC0984 PC0984 STATION RECOVERY (1970) PC0984 PC0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) PC0984'THE STATION MARK, REFERENCE MARK NO. 1, AND SCOTT ECC 1938 WERE PC0984'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO. 2 HAD BEEN PC0984'DESTROYED. REFERENCE MARK NO. 3, AND AN AZIMUTH MARK WAS PC0984'ESTABLISHED. ADDITIONAL CEMENT WAS PLACED AROUND THE STATION PC0984'MARK, AND REFERENCE MARK NO. 1 IN AN EFFORT TO DISCOURAGE PC0984'WOULD-BE VANDALS. A NEW AND COMPLETE DESCRIPTION FOLLOWS. PC0984' PC0984'THE STATION IS 5 MILES NORTHEAST OF GLIDE, AND 4 MILES NORTHWEST PC0984'OF IDLEYLD PARK ON THE SUMMIT OF SCOTT MOUNTAIN. PC0984' PC0984'TO REACH THE STATION OBTAIN A KEY, AND PERMISSION TO TRESPASS PC0984'FROM THE ROSEBURG LUMBER COMPANY. FROM THE IDLEYLD PARK POST PC0984'OFFICE GO NORTHEAST ON STATE HIGHWAY 138 FOR 0.8 MILE TO ROCK PC0984'CREEK ROAD ON THE LEFT, TURN LEFT, AND GO NORTHERLY ON ROCK CREEK PC0984'ROAD FOR 2.3 MILES TO KELLY CREEK ROAD ON THE LEFT, TURN LEFT, PC0984'AND GO WESTERLY ON KELLY CREEK ROAD FOR 3.7 MILES TO A FORK, AND PC0984'SIGN, SCOTT L O, TAKE RIGHT FORK AS PER SIGN, AND GO SOUTHWEST PC0984'FOR 1.5 MILES TO A LOCKED RAIL GATE, PASS THRU GATE, AND GO PC0984'SOUTHWEST FOR 1.7 MILES TO THE SUMMIT, THE LOOKOUT, AND THE PC0984'STATION. PC0984' PC0984'THE STATION MARK IS AN OLD TYPE DISK CEMENTED IN A DRILL HOLE IN PC0984'BEDROCK THAT PROJECTS 1 FOOT, 29 FEET WEST-NORTHWEST OF THE PC0984'NORTHWEST LEG OF THE LOOKOUT TOWER, AND 13 FEET EAST OF THE EDGE PC0984'OF THE BLUFF. PC0984' PC0984'REFERENCE MARK NO. 1, STAMPED SCOTT ECC NO 1 1938, IS A STANDARD PC0984'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES, PC0984'42 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT, 8 FEET PC0984'EAST OF THE EDGE OF THE BLUFF, AND 2 FEET LOWER THAN THE PC0984'STATION. (NOTE 12A) PC0984' PC0984'REFERENCE MARK NO. 3, STAMPED SCOTT 1904 NO 3 1970, IS A PC0984'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, PC0984'22 FEET WEST-NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT, AND PC0984'22 FEET EAST OF THE EDGE OF THE BLUFF. (NOTE 12A) PC0984' PC0984'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 3 IS 49.15 FEET. PC0984' PC0984'SCOTT ECC 1938, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN PC0984'BEDROCK THAT PROJECTS 18 INCHES, 35 FEET WEST-NORTHWEST OF THE PC0984'NORTHWEST LEG OF THE LOOKOUT, AND 8 FEET EAST OF THE EDGE OF PC0984'THE BLUFF. (NOTE 2) PC0984' PC0984'TO REACH THE AZIMUTH MARK FROM THE GLIDE POST OFFICE GO SOUTH PC0984'ON THE MACADAM ROAD FOR 0.25 MILE TO STATE HIGHWAY 138, TURN PC0984'LEFT, AND GO NORTHEAST ON THE HIGHWAY FOR 0.1 MILE TO THE GLIDE PC0984'RANGER STATION, AND THE AZIMUTH MARK ON THE LEFT. PC0984' PC0984'THE AZIMUTH MARK, STAMPED SCOTT 1904 1970, IS A STANDARD DISK PC0984'CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 35 FEET SOUTHWEST OF PC0984'THE CENTER OF THE DRIVEWAY, 21 FEET NORTH OF THE NORTH CORNER PC0984'OF THE OFFICE, AND 8.5 FEET SOUTHWEST OF A POWER POLE. PC0984 PC0984 STATION RECOVERY (1980) PC0984 PC0984'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1980 (LEM) PC0984'SEE 1970 RECOVERY BY L.F.S..