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<br />I
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<br />/ PUMPBACK TUBE/ /
<br />%,/ / (4 " HDPE SDR11 PIPE)
<br />N�54,778
<br />E 36, 18/
<br />111
<br />11 ��
<br />LEGEND:
<br />PROPOSED SQUAW GULCH MILL PLATFORM LINER GROUND SURFACE CONTOUR AND EL. FEET
<br />LIMITS OF 80 mil SINGLE -SIDED TEXTURED
<br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE
<br />\- \ /
<br />".
<br />48" DIAMETER
<br />HDPE SDR 11 PIPE
<br />HDPE PUMPBACK TUBE ____l
<br />SALVAGED CONVEYOR
<br />BELTING
<br />3" THICK CLOSED
<br />CELL FOAM a
<br />GEOSYNTHETIC ---�
<br />CLAY LINER (GCL)��'
<br />1
<br />80 mil SINGLE -SIDED TEXTURED (TEXTURED—
<br />FACE DOWN) LLDPE GEOMEMBRANE % mil.
<br />15' (TYP) SOIL LINER FILL- r\ i
<br />DRILL 24 HALF -INCH DIA. HOLES
<br />EQUALLY AROUND THE PERIMETER
<br />AT 3" SPACING VERTICALLY
<br />30 0 30 60 FEET ' - LOW . VOLUME SOLUTION _5
<br />COLLECTION FILL
<br />48" DIAMETER
<br />HDPE SDR 11 PIPE
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<br />` / - OUI� ION m DETAIr h }
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<br />✓ LIMITS OF
<br />PERFORATIONS
<br />w7'
<br />,I
<br />-((SEE DETAIL 7)
<br />C
<br />�X��,�� 80 mil
<br />SI NGLE -SIDED
<br />TEXTURED
<br />�• �� / ��� /'�� _�� i / i� /,�% (TEXTURED FACE
<br />T ( DOWN ) LLDPE
<br />/r -/ °r• �}`"'YC 1'C i ` �,' ' y, -` . ,:.'" ` rilt' \ \r k' t GEOMEMBRANE
<br />/` �� \r —�r ��� I •a_� '�' r \ I� : 1 ., t r / e / �` $' ,\' 1 — ,/•,f -' j ' 1 ITI t � r
<br />LIMITS OF
<br />PERFORATIONS
<br />P471
<br />(SEE DETAIL 7)
<br />27.5'
<br />�� / s q '\ \ 1,/ I �\ % 1 -/ 1 ti ! / / \ c'_ i! '�' ° \ i / \ 1 i 1 1 ° \ �i-y e♦ s °\ r 3/09/12 ISSUED FOR CONSTRUCTION
<br />,/ "- �' tr'1 � `I �C ,//\ y , i'` ,�'' , . K�\� „✓ e ` ` � � r ° /, � \�. '\ y_1 ��-1 � \ �\ `,,. '! \ -•%C \ �w /�� �' \° �\v�'/ G CMT
<br />'3.tS rr .,,�\ j^�C ._ \.++�1 r �..K r /W /.� \, v 1 .° i, �%`+`'4�''E, \i ,/y {.,--d''C r'I•\a -- 1 — ."Ab.: 1 // —,. .\>C'�'i'` 1` A '\ / •� \` %.. /.i Fie` �. p� . \w I ` \1\ '/ �.. J.,. _ .'°� / lu:- ) \`�' DISCLAIMER
<br />1 •�'I r� AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br />1 USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
<br />MILL PLATFORM SUMP SECTION
<br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br />7 A A t ry0 TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
<br />f NTS ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
<br />1 8/16/12 RE- ISSUED FOR CONSTRUCTION JNM JNM SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC.
<br />CLIENT CRIPPLE CREEK & VICTOR
<br />PROJECT
<br />MILL SITE EARTHWORKS
<br />TITLE
<br />OVERBURDEN STORAGE AREA
<br />PUMPBACK TUBE
<br />PLAN VIEW AND DETAILS
<br />DESIGNED BY CMT CHECKED BY JNM
<br />DRAWN BY CMT APPROVED BY JNM
<br />FILENAME DRAWING Na RE;
<br />amec�74201125KMO8 A170 1
<br />
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