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W <br />X <br />APPROXIMATE EXISTING <br />EXISTING GROUND <br />ORE SURFACE <br />9780 MAXIMUM SOLUTION ELEV. = 9765' <br />_...— ...— ... .... EL 9775' <br />3' MINIMUM LOW VOLUME SOLUTION COLLECTION FILL EL 9770 <br />- -- ----------------------------- - - - - -- -------------- - - - - -- _l._ _ __1 <br />i 100 mil SMOOTH LLDPE -- - - - - -- - -- <br />TOP GEOMEMBRANE 2.5 / <br />_ 11 <br />OPTIONAL 1' MINIMUM 2.5 PEE 5 -� 2' DRAIN COVER FILL <br />BEDDING FILL 1 100 mil SMOOTH LLDPE PSSA _-5-� / <br />_ BOTTOM GEOMEMBRANE <br />w <br />9720 <br />Z <br />p _ EXISTING ORE /.• i <br />-j EXISTING GAS AND <br />/ FIBER LINES <br />-' TO BE REMOVED %/ <br />EXISTING PIPE LINE ( ) 100 mil TEXTURED (TEXTURED FACE DOWN) <br />/ LLDPE BOTTOM GEOMEMBRANE <br />1' MINIMUM SOIL LINER <br />FILL <br />/• ' EXISTING LINER SYSTEM <br />9660 1 - <br />41 <br />..w <br />D PHASE 5 PSSA <br />A300 AT STATION 12 +50 <br />tiLLIZ <br />3+6U <br />30 0 30 60 FEET <br />VERTICAL SCALE <br />4 +20 <br />Gam:] <br />5 +40 <br />30 0 30 60 FEET <br />HORIZONTAL SCALE <br />EXISTING GROUND <br />APPROXIMATE EXISTING ` <br />ORE SURFACE <br />9780 EL 9775' MAXIMUM SOLUTION ELEV. = 9765' <br />3' MINIMUM LOW VOLUME SOLUTION COLLECTION FILL EL 9770' <br />-/ - - - - - - - - - - - - - - -- - - - <br />100 mil SMOOTH LLDPE 2' DRAIN 2' <br />2• TOP GEOMEMBRANE <br />OPTIONAL 1' MINIMUM t COVER FILL- _ <br />BEDDING FILL 100 mil SMOOTH LLDPE PHASE 5 - -sue <br />- �BOTT GEOMEMBRANE PSSA <br />N <br />1' MINIMUM SOIL LINER FILL <br />w 9720 _ EXISTING ORE EXISTING PIPE LINE �. <br />EXISTING GAS AND <br />z / 1 FIBER LINES // <br />a / 930 (TO BE REMOVED) -, 100 mil TEXTURED (TEXTURED FACE DOWN) <br />LLDPE BOTTOM GEOMEMBRANE <br />W <br />/ <br />/ <br />EXISTING LINER SYSTEM <br />9660 <br />vTw vTow I tLU 1+tsu <br />E PHASE 5 PSSA <br />300 AT STATION 19 +50 <br />2 +40 3+00 <br />30 0 30 60 FEET <br />VERTICAL SCALE <br />3 +60 4 +20 4 +80 <br />30 0 30 60 FEET <br />HORIZONTAL SCALE <br />LEGEND: <br />9780.0 EXISTING GROUND ELEVATION <br />9770.00 FINISHED GRADE ELEVATION <br />B 3/14/08 ISSUED FOR PERMITnNG DTW <br />DTW <br />A 2/15/08 ISSUED FOR CLIENT REVIEW JFL <br />JLW <br />DISCLAIMER <br />ul�us•l�ui ��+ �u1>�I��i I �y11��[ III■ I■■ 1111�■III��1l�il_DIAI�LLV_UJ�ll. <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />TITLE <br />PDO REGIS <br />sasses i <br />F. <br />°;os <br />� g 2✓y79 ; � <br />.,+•tea` <br />fo N A `tE�G`\``` <br />PSSA SECTIONS <br />AND DETAILS SHEET 4 OF 7 <br />SMITH CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS S DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO RS EFFORTS. RECEIVING THIS DRAWING 9m <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND SMITH WILLIAMS CONSULTANTS, INC. <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 Englewood, Colorado Elko, Nevada <br />ANY LIABILITY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS. INC Phone: 303- 433-0262 Phone: 775-77 &3200 <br />DESIGNED BY I DTW CHECKED BY I JNM <br />DRAWN BY JLW APPROVED BY I JFL <br />FILENAME PAWING No REV <br />1125D149 A320 B <br />