National Geodetic Survey, Retrieval Date = APRIL 26, 2010 PC0956 *********************************************************************** PC0956 DESIGNATION - HARNESS PC0956 PID - PC0956 PC0956 STATE/COUNTY- OR/DOUGLAS PC0956 USGS QUAD - HARNESS MOUNTAIN (1987) PC0956 PC0956 *CURRENT SURVEY CONTROL PC0956 ___________________________________________________________________ PC0956* NAD 83(1991)- 43 31 32.09780(N) 123 05 30.31507(W) ADJUSTED PC0956* NAVD 88 - 1020.5 (meters) 3348. (feet) VERTCON PC0956 ___________________________________________________________________ PC0956 LAPLACE CORR- 0.00 (seconds) DEFLEC09 PC0956 GEOID HEIGHT- -23.06 (meters) GEOID09 PC0956 HORZ ORDER - SECOND PC0956 PC0956.The horizontal coordinates were established by classical geodetic methods PC0956.and adjusted by the National Geodetic Survey in October 1991. PC0956 PC0956.The NAVD 88 height was computed by applying the VERTCON shift value to PC0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) PC0956 PC0956.The Laplace correction was computed from DEFLEC09 derived deflections. PC0956 PC0956.The geoid height was determined by GEOID09. PC0956 PC0956; North East Units Scale Factor Converg. PC0956;SPC OR S - 209,736.431 1,290,527.515 MT 0.99991399 -1 46 23.3 PC0956;SPC OR S - 688,111.65 4,234,014.16 iFT 0.99991399 -1 46 23.3 PC0956;UTM 10 - 4,819,186.643 492,585.327 MT 0.99960068 -0 03 47.5 PC0956 PC0956! - Elev Factor x Scale Factor = Combined Factor PC0956!SPC OR S - 0.99984360 x 0.99991399 = 0.99975761 PC0956!UTM 10 - 0.99984360 x 0.99960068 = 0.99944435 PC0956 PC0956: Primary Azimuth Mark Grid Az PC0956:SPC OR S - HARNESS AZ MK 299 51 08.9 PC0956:UTM 10 - HARNESS AZ MK 298 08 33.1 PC0956 PC0956|---------------------------------------------------------------------| PC0956| PID Reference Object Distance Geod. Az | PC0956| dddmmss.s | PC0956| CD8630 HARNESS RM 1 06837 | PC0956| CD8631 HARNESS RM 2 10.543 METERS 24245 | PC0956| CD8629 HARNESS AZ MK 2980445.6 | PC0956|---------------------------------------------------------------------| PC0956 PC0956 SUPERSEDED SURVEY CONTROL PC0956 PC0956 NAD 83(1986)- 43 31 32.10062(N) 123 05 30.33754(W) AD( ) 2 PC0956 NAD 27 - 43 31 32.66980(N) 123 05 26.08740(W) AD( ) 2 PC0956 NGVD 29 (07/19/86) 1019.4 (m) 3344. (f) VERT ANG PC0956 PC0956.Superseded values are not recommended for survey control. PC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PC0956.See file dsdata.txt to determine how the superseded data were derived. PC0956 PC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9258519186(NAD 83) PC0956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION PC0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PC0956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PC0956 PC0956 HISTORY - Date Condition Report By PC0956 HISTORY - 1953 MONUMENTED CGS PC0956 HISTORY - 1966 SEE DESCRIPTION LOCENG PC0956 HISTORY - 1968 SEE DESCRIPTION CGS PC0956 HISTORY - 1970 SEE DESCRIPTION LOCENG PC0956 HISTORY - 1971 SEE DESCRIPTION NGS PC0956 PC0956 STATION DESCRIPTION PC0956 PC0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH) PC0956'THE STATION IS ABOUT 20 MILES SOUTH OF COTTAGE GROVE, ON THE PC0956'HIGHEST PART OF HARNESS MTN., AND 48 FEET WEST OF THE LOOKOUT PC0956'TOWER. PC0956' PC0956'TO REACH THE STATION FROM THE DEPOT IN COTTAGE GROVE. GO SOUTH PC0956'ON U.S. HIGHWAY 99 FOR 2.3 MILES TO A T-ROAD LEFT AND A SIGN PC0956'LONDON STORE. TURN LEFT AND FOLLOW THE PAVED ROAD FOR 0.85 MILE PC0956'TO A ROAD FORK. TAKE THE RIGHT FORK FOR 9.6 MILES TO THE LONDON PC0956'STORE. TURN LEFT AND FOLLOW THE MAIN ROAD FOR 3.3 MILES TO A PC0956'ROAD FORK. TAKE THE RIGHT FORK ACROSS A BRIDGE FOR 1.0 MILE TO PC0956'A ROAD FORK AND A PAVED ROAD GOING STRAIGHT AHEAD. GO STRAIGHT PC0956'AHEAD ON THE PAVED ROAD FOR 1.0 MILE TO A ROAD FORK AND A SIGN PC0956'HARNESS MTN ROAD. TAKE THE RIGHT FORK FOR 0.1 MILE TO A ROAD PC0956'FORK. TAKE THE RIGHT FORK FOR 0.1 MILE TO A LOCKED GATE PC0956'(KEY CAN BE OBTAINED FROM THE WOODARD LUMBER CO.). PASS THROUGH PC0956'THE GATE AND GO 0.8 MILE TO A FORK. TAKE THE LEFT FORK FOR 3.5 PC0956'MILES TO A T-INTERSECTION. TURN RIGHT AND GO 0.9 MILE TO A PC0956'ROAD FORK. TAKE THE RIGHT FORK AND GO 0.35 MILE TO PC0956'THE AZIMUTH MARK ON THE RIGHT. CONTINUE FOR 0.1 MILE TO A PC0956'ROAD FORK AND A SIGN HARNESS MTN LOOKOUT. TURN LEFT AND PC0956'FOLLOW THE TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE HILL PC0956'AND THE STATION. PC0956' PC0956'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE PC0956'CYLINDER THAT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HARNESS PC0956'1953. PC0956' PC0956'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A PC0956'CONCRETE CYLINDER THAT PROJECTS 6 INCHES, AND THE DISK IS STAMPED PC0956'HARNESS NO 1 1953. IT IS IN THE CENTER OF THE LOOKOUT TOWER. PC0956' PC0956'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A PC0956'BOULDER THAT PROJECTS 15 INCHES, AND THE DISK IS STAMPED HARNESS PC0956'NO 2 1953. IT IS 129 FEET NORTH OF A TRACK ROAD AND 31 FEET PC0956'SOUTH OF A TRACK ROAD. PC0956' PC0956'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE PC0956'CYLINDER THAT PROJECTS 4 INCHES, AND THE DISK IS STAMPED HARNESS PC0956'1953. IT IS 16 FEET NORTHWEST OF A ROAD AND 2 FEET EAST OF A PC0956'WITNESS POST. PC0956 PC0956 STATION RECOVERY (1966) PC0956 PC0956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 PC0956'RECOVERED BY WEYERHAEUSER. PC0956' PC0956'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED BY LAND CLEARING PC0956'OPERATION. PC0956' PC0956'REFERENCE MARK 1 IN GOOD CONDITION UNDER CENTER OF L.O.T. PC0956' PC0956'REFERENCE MARK 2 DESTROYED. PC0956 PC0956 STATION RECOVERY (1968) PC0956 PC0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET) PC0956'REFERENCE MARK NO. 1, STAMPED HARNESS NO 1 1953 WAS RECOVERED AS PC0956'DESCRIBED. THE STATION MARK AND REFERENCE MARK NO. 2 HAVE BEEN PC0956'DESTROYED. THE UNDERGROUND MARK WAS SEARCHED FOR BUT NOT PC0956'RECOVERED. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. PC0956 PC0956 STATION RECOVERY (1970) PC0956 PC0956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LTI) PC0956'RECOVERED BY SCHMIDT CORP. PC0956' PC0956'HARNESS SEARCHED FOR - NOT RECOVERED PC0956' PC0956'RM 1 GOOD - UNDER LOOKOUT TOWER PC0956' PC0956'RM 2 SEARCHED FOR-NOT RECOVERED PC0956' PC0956'HARNESS - CHAINED 48.13 FEET ENE FROM RM 1 SEARCHED 20 FT EACH PC0956'SIDE OF BEARING AT DISTANCE. RM 2 - FROM APPROXIMATE LOCATION PC0956'OF HARNESS CHAINED 34.59 FT WSW AND SEARCHED AN AREA 30 FT PC0956'SQUARE. STATION HARNESS AND RM 2 WERE LOCATED IN AN AREA WHERE PC0956'CONSTRUCTION OF A NEW BUILDING MIGHT HAVE DESTROYED THEM. PC0956 PC0956 STATION RECOVERY (1971) PC0956 PC0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) PC0956'THIS STATION WAS SEARCHED AND NOT RECOVERED. THE UNDERGROUND PC0956'MARK WAS PROBABLY DESTROYED, ALSO. THE STATION IS IN TALL TIMBER PC0956'AT PRESENT. THE AZIMUTH MARK WAS NOT RECOVERED OR REFERENCE MARK PC0956'NO. 2. REFERENCE MARK NO.1 WAS RECOVERED IN GOOD CONDITION UNDER PC0956'THE LOOKOUT