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y,! <br />0 <br />a <br />8 \ <br />i <br />11 - s <br />I <br />N 50,500 <br />N 49,500 <br />APPROXIMATELY 80' X�� <br />CLOSURE DRAIN'- <br />LVSC <br />/ <br />1 � <br />I lye � <br />I I1 <br />I <br />I, <br />�I <br />I <br />I <br />I <br />IL� <br />% m <br />\\ U <br />yel <br />Z <br />200 0 200 400 FEET <br />LEGEND: <br />-� - PROPOSED GROUND SURFACE CONTOUR AND EL, FEET <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />`- CENTERLINE OF PROPOSED 80' WIDE HAUL ROAD <br />- - APPROXIMATE LIMITS OF DIATREME <br />PRIMARY UNDERDRAIN PIPE <br />EXISTING UNIMPROVED ROAD /TRAILS <br />- - EXISTING IMPROVED ROADWAYS <br />EXISTING DRAINAGES <br />EXISTING TREES/VEGETATION <br />EXISTING RAILROAD <br />® LIMITS OF BLANKET DRAIN <br />- -."I <br />APPROXIMATELY 50' X 50' <br />CLOSUR DRAIN <br />\ I �L r I! 1iY - <br />�, <br />I <br />r <br />III, <br />I II <br />I I <br />I I <br />100 mil TEXTURED (TEXTURED FACE <br />100 mil SMOOTH LLDPE DOWN) LLDPE BOTTOM GEOMEMBRANE <br />GEOMEMBRANE <br />2' DRAIN COVER MATERIAL <br />3' LOW VOLUME SOLUTION COLLECTION FILL <br />..... -... ... _ ... _ ... _ ... _ ... _ ... <br />_..._... - <br />3' STRUCTURAL FILL <br />1 <br />3' UNDERDRAIN FILL <br />PRIMARY UNDERDRAIN 6 DUL CPe PIPE 12 oz /yd NONWOVEN GEOTEXTILE <br />PREPARED SUBGRADE <br />T CLOSURE DRAIN SECTION <br />A355 <br />NTS <br />-- 100 mil TEXTURED (TEXTURED FACE <br />100 mil SMOOTH LLDPE DOWN) LLDPE BOTTOM GEOMEMBRANE <br />GEOMEMBRANE <br />J<000U< <br />PREPARED SUBGRADE <br />12 oz /yd NONWOVEN GEOTEXTILE <br />U CLOSURE DRAIN SECTION <br />355 <br />NTS <br />2' DRAIN COVER MATERIAL <br />3' LOW VOLUME SOLUTION COLLECTION FILL <br />3' STRUCTURAL FILL <br />U � ` <br />a 28�" 4 <br />G " E " T CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 <br />i1 L <br />B <br />3/14/08 <br />ISSUED FOR PERMITTING <br />°l ° DTW <br />CLOSURE <br />DRAIN <br />DETAIL <br />A <br />2/15/08 <br />ISSUED FOR CLIENT REVIEW <br />DTW <br />JNM <br />DISCLAIMER <br />SMITH WILLIAMS CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT <br />ANY LIABILITY OR LE RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />SMITH WILLIAMS CONSULTANTS, INC <br />DESIGNED BY <br />JFL <br />CHECKED BY <br />DTW <br />DRAWN BY <br />JNM <br />APPROVED BY <br />RMS <br />FILENAME <br />1125D157 <br />RAWING No <br />A355 <br />REV <br />B <br />Englewood, Colorado Elko, Nevada <br />Phone 303- 433 -0262 Phone: 775 -778 -3200 <br />. M <br />