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Cl <br />�I <br />J <br />C <br />K <br />a <br />PUM <br />PROPOSED <br />(SEERNO NOTE <br />/ <br />I <br />C. <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />= EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED SQUAW GULCH MILL PLATFORM GROUND SURFACE CONTOUR AND EL. FEET <br />- PROPOSED ULTIMATE ORE GROUND SURFACE CONTOUR AND EL. FEET <br />- -- DAYLIGHT LINE <br />_ - EXISTING UNIMPROVED ROAD/TRAILS <br />— EXISTING DRAINAGES <br />{ EXISTING RAILROAD <br />�E --E_, EXISTING POWER LINE <br />STATE HIGHWAY 67 <br />ULTIMATE LIMITS OF SQUAW GULCH GEOMEMBRANE <br />LIMITS OF ORE <br />�.. o� PROPOSED CRIB WALL <br />7:.'7�' ADR PLATFORM FILL <br />LEAK DETECTION SUMP <br />- _ _ _ .- �— UNDERDRAIN PUMPBACK PIPE <br />NOTE: <br />1. FOR CRIB WALL CONSTRUCTION DETAILS, SEE DRAWING A800. <br />2. UNDERDRAIN PUMPBACK PIPES WILL BE PLACED IN A 12 -INCH <br />DIAMETER HDPE CULVERTS EXTENDING UNDER THE REALIGNED STATE <br />HIGHWAY 67. <br />100 0 100 200 FEET <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TOPO -- <br />PHASE 1 — REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO — <br />PHASE 2.DWG <br />(RECV APP.IL 24, 2010) <br />SQUAW GULCH BASE TOPO — <br />PHASE 3DWG <br />(RECV MAY 4, 2010) <br />';CV TORO EXPANSION 12 -29 <br />-10 NORTH AP,EA.DWG <br />(RECV JANUARY 13, 201 1) <br />_V;V TOPO EXPANSION 01 -28 <br />-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 201 1) <br />SH67 TOPO 7-- 07- 11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8- 05- <br />11.DWG <br />(RECV AUGUST 9, 2011) <br />09028— COMOSITE —TOPO MI_E <br />LIMITS.DWG <br />CLII <br />(RECV MAY 28, 2010 FROM CC &V) <br />