National Geodetic Survey, Retrieval Date = MAY 17, 2012 JR0966 *********************************************************************** JR0966 DESIGNATION - HUNTOON JR0966 PID - JR0966 JR0966 STATE/COUNTY- NV/MINERAL JR0966 COUNTRY - US JR0966 USGS QUAD - HUNTOON SPRING (1994) JR0966 JR0966 *CURRENT SURVEY CONTROL JR0966 ______________________________________________________________________ JR0966* NAD 83(1994) POSITION- 38 02 02.07362(N) 118 32 31.59278(W) ADJUSTED JR0966* NAVD 88 ORTHO HEIGHT - 2530.9 (meters) 8303. (feet) VERTCON JR0966 ______________________________________________________________________ JR0966 GEOID HEIGHT - -24.81 (meters) GEOID09 JR0966 LAPLACE CORR - 1.10 (seconds) DEFLEC09 JR0966 HORZ ORDER - SECOND JR0966 JR0966.The horizontal coordinates were established by classical geodetic methods JR0966.and adjusted by the National Geodetic Survey in June 1998. JR0966. JR0966.The NAVD 88 height was computed by applying the VERTCON shift value to JR0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JR0966 JR0966.The Laplace correction was computed from DEFLEC09 derived deflections. JR0966 JR0966. The following values were computed from the NAD 83(1994) position. JR0966 JR0966; North East Units Scale Factor Converg. JR0966;SPC NV W - 4,364,367.879 803,618.796 MT 0.99990016 +0 01 31.4 JR0966;SPC NV W -14,318,763.62 2,636,539.33 sFT 0.99990016 +0 01 31.4 JR0966;SPC CA 3 - 672,034.218 2,171,864.539 MT 0.99994133 +1 11 55.3 JR0966;SPC CA 3 - 2,204,832.26 7,125,525.58 sFT 0.99994133 +1 11 55.3 JR0966;UTM 11 - 4,210,699.623 364,665.333 MT 0.99982558 -0 57 01.0 JR0966 JR0966! - Elev Factor x Scale Factor = Combined Factor JR0966!SPC NV W - 0.99960691 x 0.99990016 = 0.99950711 JR0966!SPC CA 3 - 0.99960691 x 0.99994133 = 0.99954826 JR0966!UTM 11 - 0.99960691 x 0.99982558 = 0.99943256 JR0966 JR0966: Primary Azimuth Mark Grid Az JR0966:SPC NV W - MILLER MTN 083 26 23.6 JR0966:SPC CA 3 - MILLER MTN 082 15 59.7 JR0966:UTM 11 - MILLER MTN 084 24 56.0 JR0966 JR0966|---------------------------------------------------------------------| JR0966| PID Reference Object Distance Geod. Az | JR0966| dddmmss.s | JR0966| JR0942 MILLER MTN APPROX.31.0 KM 0832755.0 | JR0966| DB1920 HUNTOON RM 1 3.116 METERS 10859 | JR0966| DB1921 HUNTOON RM 2 4.123 METERS 35909 | JR0966|---------------------------------------------------------------------| JR0966 JR0966 SUPERSEDED SURVEY CONTROL JR0966 JR0966 NAD 83(1992)- 38 02 02.07093(N) 118 32 31.59209(W) AD( ) 2 JR0966 NAD 83(1986)- 38 02 02.06527(N) 118 32 31.58688(W) AD( ) 2 JR0966 NAD 27 - 38 02 02.31400(N) 118 32 28.12300(W) AD( ) 2 JR0966 NGVD 29 (07/19/86) 2529.5 (m) 8299. (f) VERT ANG JR0966 JR0966.Superseded values are not recommended for survey control. JR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JR0966.See file dsdata.txt to determine how the superseded data were derived. JR0966 JR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6466510699(NAD 83) JR0966 JR0966_MARKER: DS = TRIANGULATION STATION DISK JR0966_SETTING: 66 = SET IN ROCK OUTCROP JR0966_SP_SET: IN A DRILL HOLE IN ROCK LEDGE JR0966_PROJECTION: FLUSH JR0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JR0966+STABILITY: POSITION/ELEVATION WELL JR0966 JR0966 HISTORY - Date Condition Report By JR0966 HISTORY - 1950 MONUMENTED CGS JR0966 HISTORY - 1952 GOOD CGS JR0966 HISTORY - 1967 GOOD USGS JR0966 JR0966 STATION DESCRIPTION JR0966 JR0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS) JR0966'THE STATION IS LOCATED ABOUT 16 MILES WEST NORTHWEST OF THE JR0966'BASALT MAINTENANCE STATION, 15 MILES NORTH NORTHWEST OF THE JR0966'JUNCTION OF U.S. HIGHWAY 6 AND CALIFORNIA STATE HIGHWAY 120, JR0966'AND 6 MILES SOUTH OF HUNTOON VALLEY. IT IS THE HIGHEST POINT JR0966'AND THE SOUTHWESTERN END OF A NORTHEAST-SOUTHWEST RIDGE THAT JR0966'BREAKS OFF SHARPLY ON THE WEST SIDE. THE MARK IS STAMPED JR0966'HUNTOON 1950. JR0966' JR0966'REFERENCE MARK NUMBER 1, STAMPED HUNTOON NO 1 1950, IS ABOUT 2 JR0966'FEET LOWER THAN THE STATION MARK. JR0966' JR0966'REFERENCE MARK NUMBER 2, STAMPED HUNTOON NO 2 1950, IS ABOUT THE JR0966'SAME ELEVATION AS THE STATION MARK. JR0966' JR0966'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA STATE JR0966'HIGHWAY 120 AND U.S. HIGHWAY 6 WHICH IS ABOUT 35 MILES NORTH OF JR0966'BISHOP, CALIFORNIA, GO NORTHWEST ON U.S. HIGHWAY 6 FOR 3.3 MILES JR0966'TO A BLADED ROAD TO THE LEFT. TURN LEFT AND FOLLOW THE BLADED JR0966'ROAD FOR 1.8 MILES TO A GATE. PASS THROUGH THE GATE AND FOLLOW JR0966'THE FENCE FOR 0.15 MILE TO A GATE. PASS THROUGH THE GATE AND JR0966'TURN RIGHT THROUGH ANOTHER GATE. TURN LEFT, EAST, ON A ROAD JR0966'THAT PARALLELS THE FENCE FOR 0.25 MILE TO THE END OF THE FENCE JR0966'AND A THREE ROAD FORK. TAKE THE CENTER ROAD AND GO 7.7 MILES JR0966'TO A FORK. TAKE THE LEFT FORK AND GO 2.0 MILES TO A FORK. JR0966'TAKE THE LEFT FORK AND GO 1.3 MILES TO A FORK. TAKE THE LEFT JR0966'FORK AND GO 5.2 MILES TO A FENCE AT THE EASTERN EDGE OF A SINK. JR0966'CONTINUE ON THE ROAD FOR 1.0 MILE. TURN RIGHT AND GO JR0966'ACROSS COUNTRY UP THE RIDGE IN A NORTHWESTERLY DIRECTION AND JR0966'NORTH ACROSS A FLAT, KEEPING JUST TO THE RIGHT OF THE HIGHEST JR0966'POINT, FOR A DISTANCE OF 1.5 MILES. GO WEST AND NORTHWEST JR0966'FOR 0.9 MILE, DROPPING DOWN INTO A DRAW. GO EAST DOWN THE DRAW JR0966'FOR 1.2 MILES TO A WASH ON THE LEFT. TURN LEFT AND GO NORTH JR0966'DOWN THE WASH FOR 1.35 MILES. TURN LEFT AND PICK WAY WESTERLY JR0966'UP THE RIDGE FOR 1.85 MILES TO THE TOP OF THE RIDGE. GO SOUTH JR0966'ALONG THE RIDGE FOR 1.15 MILES. TURN RIGHT, DROPPING DOWN JR0966'INTO A SINK, THEN NORTH FOR 1.4 MILES TO THE NORTH END OF THE JR0966'SINK. PICK YOUR WAY WEST AND SOUTHWEST FOR 0.7 MILE TO THE JR0966'TOP OF THE RIDGE. GO SOUTH ALONG THE RIDGE FOR 0.15 MILE. JR0966'TURN WEST, GOING DOWN AND ACROSS A SAGEBRUSH COVERED FLAT, JR0966'FOR 0.2 MILE. PICK YOUR WAY NORTH UP THE RIDGE FOR 0.9 MILE JR0966'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE. A JR0966'DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE. JR0966 JR0966 STATION RECOVERY (1952) JR0966 JR0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH) JR0966'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD JR0966'CONDITION. A COMPLETE DESCRIPTION FOLLOWS. JR0966' JR0966'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES WEST NORTHWEST OF JR0966'THE BASALT MAINTENANCE STATION, 15 MILES NORTH NORTHWEST OF THE JR0966'JUNCTION OF U.S. HIGHWAY 6 AND CALIFORNIA STATE HIGHWAY 120, AND JR0966'6 MILES SOUTH OF HUNTOON VALLEY. IT IS ON THE HIGHEST POINT AND JR0966'THE SOUTHWESTERN END OF A NORTHEAST-SOUTHWEST RIDGE THAT BREAKS JR0966'OFF SHARPLY ON THE WEST SIDE. JR0966' JR0966'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN JR0966'TONOPAH, GO WEST ON U.S. HIGHWAYS 6 AND 95 FOR 42.0 MILES TO JR0966'COALDALE JUNCTION. TURN LEFT ON U.S. HIGHWAY 6 AND GO 37.3 MILES JR0966'TO A GRADED ROAD ON THE RIGHT. TURN RIGHT AND GO 1.5 MILES TO JR0966'THE END OF THE GRADED ROAD. CONTINUE STRAIGHT AHEAD ON THE TRACK JR0966'ROAD UP THE RIDGE FOR 7.7 MILES TO A FORK. TAKE THE LEFT FORK JR0966'AND GO 2.0 MILES TO A FORK. TAKE THE LEFT FORK AND GO 1.3 JR0966'MILES TO A FORK. TAKE THE LEFT FORK AND GO 5.2 MILES TO A JR0966'FENCE AT THE EASTERN EDGE OF A SINK. CONTINUE ACROSS THE JR0966'SINK FOR 1.0 MILE. TURN RIGHT ACROSS COUNTRY ON A DIM TRACK JR0966'ROAD UP THE RIDGE IN A NORTHWEST AND THEN NORTHERLY DIRECTION, JR0966'KEEPING TO THE RIGHT OF THE HIGHEST POINT, FOR A DISTANCE OF 1.5 JR0966'MILES. GO WEST AND THEN NORTHWEST, DROPPING DOWN INTO A DRAW, JR0966'FOR 0.9 MILE. GO EAST, DOWN THE DRAW, FOR 1.2 MILES TO A JR0966'WASH ON THE LEFT. TURN LEFT, NORTH, DOWN THE WASH FOR 1.35 MILES. JR0966'TURN LEFT AND PICK WAY WESTERLY UP THE RIDGE FOR 1.8 MILES TO THE JR0966'TOP OF THE RIDGE. GO SOUTH ALONG THE RIDGE FOR 1.2 MILES. JR0966'TURN RIGHT, DROPPING DOWN INTO A SINK, THEN NORTH FOR 1.4 JR0966'MILES TO THE NORTH END OF THE SINK. PICK WAY WEST AND JR0966'SOUTHWEST FOR 0.7 MILE TO THE TOP OF THE RIDGE. GO SOUTH ALONG JR0966'THE RIDGE FOR 0.15 MILE. TURN WEST, GOING DOWN AND ACROSS A JR0966'SAGEBRUSH COVERED FLAT, FOR 0.2 MILE. PICK WAY NORTH UP THE JR0966'RIDGE FOR 0.9 MILE TO THE HIGHEST POINT AND THE STATION. A JR0966'DRIVE STATION WITH A FOUR WHEEL DRIVE TRUCK. TIME OF DRIVE JR0966'FROM THE HIGHWAY IS 5 HOURS OVER VERY ROUGH COUNTRY. A TRACK JR0966'ROAD CAN BE SEEN VERY DIMLY OVER MOST OF THE ROUTE. JR0966' JR0966'STATION MARK, STAMPED HUNTOON 1950, IS A STANDARD DISK CEMENTED JR0966'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND. JR0966' JR0966'REFERENCE MARK NUMBER 1, STAMPED HUNTOON NO 1 1950, IS A JR0966'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK JR0966'THAT PROJECTS 12 INCHES AND IS 2-1/2 FEET LOWER IN ELEVATION JR0966'THAN THE STATION. JR0966' JR0966'REFERENCE MARK NUMBER 2, STAMPED HUNTOON NO 2 1950, IS A STANDARD JR0966'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT JR0966'PROJECTS 2 FEET AND IS AT THE SAME ELEVATION AS THE STATION. JR0966 JR0966 STATION RECOVERY (1967) JR0966 JR0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 JR0966'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1020. JR0966'STATION MARK--A STANDARD DISK STAMPED---HUNTOON 1950---.