NR0366 *********************************************************************** NR0366 DESIGNATION - BOW NR0366 PID - NR0366 NR0366 STATE/COUNTY- WY/CARBON NR0366 USGS QUAD - T B RANCH (1964) NR0366 NR0366 *CURRENT SURVEY CONTROL NR0366 ___________________________________________________________________ NR0366* NAD 83(1986)- 42 06 28.36112(N) 106 13 03.48507(W) ADJUSTED NR0366* NAVD 88 - 2403.7 (meters) 7886. (feet) VERTCON NR0366 ___________________________________________________________________ NR0366 LAPLACE CORR- 2.72 (seconds) DEFLEC96 NR0366 GEOID HEIGHT- -12.67 (meters) GEOID96 NR0366 NR0366 HORZ ORDER - THIRD NR0366 NR0366 NR0366 NR0366.The horizontal coordinates were established by classical geodetic methods NR0366.and adjusted by the National Geodetic Survey in July 1986. NR0366 NR0366.The NAVD 88 height was computed by applying the VERTCON shift value to NR0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) NR0366 NR0366.The Laplace correction was computed from DEFLEC96 derived deflections. NR0366 NR0366.The geoid height was determined by GEOID96. NR0366 NR0366; North East Units Scale Converg. NR0366;SPC WYEC - 279,161.909 492,275.018 MT 1.00004223 +0 44 53.4 NR0366;SPC WY E - 179,094.026 113,078.650 MT 1.00003043 -0 42 17.1 NR0366;UTM 13 - 4,662,471.257 399,328.111 MT 0.99972470 -0 48 59.5 NR0366 NR0366: Primary Azimuth Mark Grid Az NR0366:SPC WYEC - 15 HA 066 18 33.1 NR0366:SPC WY E - 15 HA 067 45 43.6 NR0366:UTM 13 - 15 HA 067 52 26.0 NR0366 NR0366|---------------------------------------------------------------------| NR0366| PID Reference Object Distance Geod. Az | NR0366| dddmmss.s | NR0366| NR0073 15 HA 0670326.5 | NR0366| BOW RM 1 7.498 METERS 07310 | NR0366| BOW RM 2 9.139 METERS 15519 | NR0366|---------------------------------------------------------------------| NR0366 NR0366 SUPERSEDED SURVEY CONTROL NR0366 NR0366 NAD 27 - 42 06 28.48400(N) 106 13 01.41800(W) ADJUSTED NR0366 NGVD 29 - 2402.6 (meters) 7883. (feet) VERT ANG NR0366 NR0366.Superseded values are not recommended for survey control. NR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NR0366 See file format.dat to determine how the superseded data were derived. NR0366 NR0366_MARKER: DD = SURVEY DISK NR0366_SETTING: 66 = SET IN ROCK OUTCROP NR0366 NR0366 HISTORY - Date Condition Recov. By NR0366 HISTORY - 1948 MONUMENTED CGS NR0366 HISTORY - 1961 GOOD USGS NR0366 NR0366 STATION DESCRIPTION NR0366 NR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK) NR0366'STATION LOCATED IN T. 25 N., R. 78 W., ON HIGHEST POINT AND NR0366'MOST EASTERLY OF A NUMBER OF HILLS, ABOUT 15 MILES AIRLINE NR0366'NORTH-NORTHWEST OF MEDICINE BOW, 5 PACES NORTHEAST OF CENTER NR0366'OF LARGE CAIRN, PROJECTS 2 INCHES, AND STAMPED, BOW 1948. NR0366' NR0366'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION, NR0366'PROJECTS 14 INCHES, AND STAMPED, BOW NO 1 1948. NR0366' NR0366'REFERENCE MARK NO. 2 IS APPROXIMATELY 30 INCHES LOWER THAN NR0366'STATION, PROJECTS 1 FOOT, AND STAMPED, BOW NO 2 1948. NR0366' NR0366'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED NR0366'14 PACES WEST OF AND APPROXIMATELY 1 FOOT HIGHER THAN CENTERLINE NR0366'OF ROAD, 1 FOOT NORTH OF A 2 X 4 INCH WITNESS POST, WHICH IS NR0366'STENCILED, 6899-6, SET IN TOP OF A 5 INCH SQUARE CONCRETE NR0366'POST, PROJECTS 2 INCHES, AND STAMPED, 15 HA 1948. NR0366' NR0366'REACHED FROM MEDICINE BOW, BY GOING NORTH ON THE ROAD TO CASPER NR0366'FOR 2.6 MILES TO FORK. TAKE LEFT FORK AND GO 11.6 MILES TO NR0366'CATTLE GUARD. CONTINUE ON ROAD FOR 2.2 MILES TO A DIM TRACK NR0366'ROAD LEFT. *TURN LEFT, WEST, ON DIM ROAD AND GO 0.5 MILE TO NR0366'TOP OF SMALL, SHALE KNOLL. A SMALL CAIRN CAN BE SEEN ON NR0366'LEFT, TURN LEFT LEAVING TRACK ROAD AND GO 0.1 MILE TO ROCK NR0366'CAIRN. CONTINUE WEST FOR 0.25 MILE TO FENCE. THIS IS THE NR0366'END OF TRUCK TRAVEL, BUT WITH A FOUR WHEEL DRIVE VEHICLE NR0366'IT IS POSSIBLE TO DRIVE TO STATION, BY LETTING DOWN THE FENCE NR0366'AND PICKING WAY NORTHWEST TOWARD HIGHEST POINT AND STATION NR0366'FOR ABOUT 1.6 MILE. A FOUR WHEEL DRIVE STATION. NR0366' NR0366'*TO REACH BEARING FROM THIS POINT, CONTINUE ON GRADED ROAD FOR NR0366'1.0 MILE TO MARK ON LEFT AS DESCRIBED ABOVE. NR0366 NR0366 STATION RECOVERY (1961) NR0366 NR0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 NR0366'RECOVERED. NR0366' NR0366'STATION MARK--STANDARD USC AND GS DISK, SET IN A CONCRETE POST, NR0366'STAMPED ---BOW 1948---. NGS NOTES STATION AS STANDARD DISK WEDGED NR0366'IN DRILL HOLE IN ROCK OUTCROP, STAMPED ---BOW 1948---.