National Geodetic Survey, Retrieval Date = JULY 15, 2000 MU0450 *********************************************************************** MU0450 DESIGNATION - BOUNDARY ION CAIRN MU0450 PID - MU0450 MU0450 STATE/COUNTY- NV/HUMBOLDT MU0450 USGS QUAD - NADINE BUTTE (1980) MU0450 MU0450 *CURRENT SURVEY CONTROL MU0450 ___________________________________________________________________ MU0450* NAD 83(1994)- 41 59 59.81024(N) 117 01 45.45307(W) ADJUSTED MU0450* NAVD 88 - 1618. (meters) 5308. (feet) SCALED MU0450 ___________________________________________________________________ MU0450 LAPLACE CORR- 0.10 (seconds) DEFLEC99 MU0450 GEOID HEIGHT- -17.74 (meters) GEOID99 MU0450 MU0450 HORZ ORDER - SECOND MU0450 MU0450.The horizontal coordinates were established by classical geodetic methods MU0450.and adjusted by the National Geodetic Survey in June 1998. MU0450 MU0450.The orthometric height was scaled from a topographic map. MU0450 MU0450.The Laplace correction was computed from DEFLEC99 derived deflections. MU0450 MU0450.The geoid height was determined by GEOID99. MU0450 MU0450; North East Units Scale Converg. MU0450;SPC NV W - 4,805,860.636 928,742.377 MT 1.00010389 +1 02 24.0 MU0450;SPC NV E - 8,805,703.744 80,211.707 MT 1.00007651 -0 58 03.5 MU0450;SPC ID W - 37,806.812 694,015.681 MT 1.00007150 -0 51 21.9 MU0450;UTM 11 - 4,649,770.787 497,574.061 MT 0.99960007 -0 01 10.6 MU0450 MU0450 SUPERSEDED SURVEY CONTROL MU0450 MU0450 NAD 83(1991)- 41 59 59.81024(N) 117 01 45.45308(W) AD( ) 2 MU0450 NAD 83(1986)- 41 59 59.81513(N) 117 01 45.45512(W) AD( ) 2 MU0450 NAD 27 - 42 00 00.20600(N) 117 01 41.99500(W) AD( ) 2 MU0450 MU0450.Superseded values are not recommended for survey control. MU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MU0450.See file dsdata.txt to determine how the superseded data were derived. MU0450 MU0450_MARKER: 72 = CAIRN MU0450 MU0450 HISTORY - Date Condition Recov. By MU0450 HISTORY - 1934 FIRST OBSERVED CGS MU0450 MU0450 STATION DESCRIPTION MU0450 MU0450'NO DESCRIPTIVE TEXT AVAILABLE.