2012-08-21_REVISION - M1980244 (8)

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s J a MILL PLATFORM TOPOGRAPHY LEGEND: EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) PROPOSED SQUAW GULCH MILL PLATFORM LINER GROUND SURFACE CONTOUR AND EL. FEET ■uI ■ul■m■ SECONDARY UNDERDRAIN PIPE — — — — — DAYLIGHT LINE EXISTING UNIMPROVED ROAD/TRAILS - -- EXISTING DRAINAGES i — EXISTING GEOMEMBRANE LINER LIMITS i —�-- -c EXISTING GAS LINE BE EXISTING UNDERGROUND POWER CABLE ��- E- - # - -E- 0 EXISTING POWER CABLE _--&---o--- a� EXISTING FENCE EXISTING CRIB WALL STATE HIGHWAY 67 LIMITS OF 80 mil SINGLE —SIDED TEXTURED (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE NOTES: 1. THE CONTOURS REPRESENT THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED GRADE EVERYWHERE ELSE. SEE DRAWING A120 FOR THE LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL LINER FILL. 2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'. 3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL LINER FILL, THE CONTRACTOR WILL FILL TO THE BOTTOM OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL SITE EARTHWORKS. 4. THE ALIGNMENT OF THE LINER ANCHOR TRENCH WILL BE ADJUSTED IN THE FIELD FIT AS REQUIRED ALONG THE CREST OF THE LOB AND EXISTING HAUL ROAD TO MINIMIZE THE IMPACTS TO OPERATIONS. 00 0 200 400 FEET I II, (,!, ` !L 'r�l'I' f +:� —�P Ni�� (I,FA 1U NY r,J!'jB1\ Hk 1� IZ. GV I IC)M f (I SIGH' SUf rl 'eG, INC.: i UAq ; Ell P,"' (RFCb Ar Al CUAW G 11 (,I I — (I `:CV Ivlell' CCv WF L> a r fig. I N( :' F i 1141 c"' IANUA ?Y 5 r0'.1 ) CI i?D �'G fJS ; U ) & r1U `I (iECV 26, 2011) `;H6/ i')[T —0'7 - 11.D'NG (RCCV JULY 1 201 1) nr 1i ',I A ;:�1 it dd r _ I OVM n is