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8' LOW VOLUME SOLUTION
<br /> COLLECTION FILL
<br /> /\i 8' LOW VOLUME SOLUTION
<br /> COLLECTION FILL
<br /> 15' 10' 10' - 10'. -
<br /> 8 4' MIN CONTAINMENT BERM z \ mil SINGLE-SIDED \ \ \ \ \\
<br /> PROFILE REFERENCE � �� � \ \ \ \ \/�\�\ TEXTURED (TEXTURED /\j\ SELECT OVERBURDEN
<br /> / / r!�T\/ MATERIAL (VARIES IN DEPTH)
<br /> 20 �. �.,,•; POINT FACE DOWN) LLDPE\�\ / GEOMEMBRANE 7.5'
<br /> CONSTRUCTION ROAD UM C' -`'' \ \ \ \ \ \ �, _ - \ 2' MINIMUM
<br /> 1' MINIMUM SOIL `,7 t ' /� y- �^d', yam, p `"�'r V`-`` _ _�`� 4_ �`, u-- DRAIN COVER FILL
<br /> PROFILE REFERENCE POINT / \\// I - '- \!{_p•� ~'�- '
<br /> li \ / j / LINER FILL YLa'.\1C�1'\'`tw`i`hr`�'r��'"tt'7'< RBURPEN MFCTEitY41,: -� ,�3 Jr,.,SyS�T r
<br /> FUTURE 80 mil LLDPE GEOMEMBRANE (J1L
<br /> -
<br /> FUTURE 1' SOIL `t3.i f• -� l..l LINER FILL I, t�.-'., ,d .�v _t. � 1, (- rx .. _><-''l
<br /> 'y L, 'Z"•`. ,..y ti5 .t `�`C t�•.+y.r. 2'6' �.iI� /r' �
<br /> PREPARED i��\=�- f' �•r '`'r� '' t'°` "'�''r--,� —` C �- •.`: {_,`•� 'a' `�y' ,'' ' '�� ;r` t 'r y- H H H H H H TYPICAL COVERED LINER DETAIL
<br /> SUBGRADE i e 1:. i.- t .l ,,,,•Y_ (\/` l' \ tom�;; _;n'`%�,t,' \ ^ lc•t ��r./\ \\r@0 tiiil SINGLE-S'IBED r,;\' <.�� ^• 4' r
<br /> .i, �F..t' ` ,;\\j{��•�' t-r - '-G yt ',_ I,'.t l i _��y �" `. •,�t�" 'TEXTURED (TEXTURED' 100 120 200 270 300 310
<br /> / � �• '��_ i 1j r _t ' `rfi 1, �, �•:_ @ 7 `{- y 't--�a- '¢.r �i' 1's-,.Y, T_t,\,,,-•\i -`/
<br /> h•+ Tom} _ t
<br /> NTS
<br /> 1r S .r :..-v �„\�. < �!7>` f l �FE OMEMBRLD�PE. DE OF
<br /> �%.-
<br /> `�>% t`s�`�,L''-..�' `� -'Y, \ OVERBURDEN IM '.��" iy(�; 1 .',`��„ �S•-.n �I ve`�.ir--i '=4st �•I t�t�'". t �i� TO ACHIIEVE SOILSURDEN LINER FILLIERIAL S BGRADEIRED
<br /> _�
<br /> -K r Z,,c'�" \ \k�� w. `.,\,t�'E`, •, 'iy�' y_`p'>`_ \. - <` _.y \@ r\ � '�� fix-~-"' y., � ELEVATION VARIES
<br /> 's`r.%3`R��Y•F�' `x,� ^' .../J;�„ s I '� r��,' � -'f.. %y'<r� '�x�t�, L i � i `�'�....i:�^,j'�•�''�4, r�I X`. ,r\"i`t,l- ���r: fry �'c`YS
<br /> T` I;. < �,1_- .c. _-'.S ,i.•:r.�-` •c.: . t\ �` tvj�.i t\��,. ,r.'y(rdYt \Y.' .•T.
<br /> BENCH GEOEN
<br /> MEMBRANE TIE—IN 12 °:/Ya° NONWOGEOTEXTILE
<br /> 100 160 170 200 270 300 310 430 TITS (2' MINIMUM OVERLAP) 6" MINIMUM SELECT
<br /> STRUCTURAL FILL
<br /> REMOVE EXISTING -
<br /> SAFTEY BERM
<br /> / \ \ ,�}•'j/, . 2' MINIMUM
<br /> EXISTING HAUL ROAD--�_ UNDERDRAIN FILLJ //. /� / / GRADE VARIES
<br /> 8' LOW VOLUME SOLUTION 50' \
<br /> COLLECTION FILL — '7�`- — — — — —
<br /> .. ..: .
<br /> 4 MINIMUM
<br /> ' BY ENGINEER
<br /> APPROVED
<br /> COMPETENT SUBGRADE AS
<br /> j NOTES:
<br /> 1. CONFIGURATION OF UNDERDRAIN TRENCHES MAY BE MODIFIED
<br /> 1 PROVIDED MINIMUM CROSS SECTIONAL AREA SHOWN ABOVE IS
<br /> .. .. ACHIEVED.. ..' ...
<br /> 2. UNDERDRAIN SWILL BE INSTALLED ON A MINIMUM 1.07.
<br /> GRADE.
<br /> 3. AS REQUIRED LOCALIZEDBY TH
<br /> E E CAN
<br /> ABE PPROVALL WFROMIT MINIMHE ENGINEER.SLOPE OF 0.5% WITH
<br /> .5% WITH
<br /> 2, vARIEs SECONDARY UNDERDRAIN
<br /> 2' MINIMUM j y / \/\ \\ \ \� \ •� DRAIN COVER FILL (M10') 100 200 NTS
<br /> j
<br /> MINIMUM DRAIN COVER FILL
<br /> /\\/j\// / a R' \ .;,,�•F� r �' 7">r.-•s 1' SOIL LINER FILL EXISTING ORE 6
<br /> 80 mil SINGLE-SIDED /�� �Gvr
<br /> TEXTURED (TEXTURED l _ �O•••••j\� .....\ 'f ,,,'' •�I=+ 't„f�l��+�r „q FACE DOWN) LLDPE �S}I DI t 1 �L S•;'� y•'•
<br /> /\// ) y`yriY��r-t`%,�.`t"�UFtDNY1i j.y..✓��;•� GEOMEMBRANE 3' MIN. O : O�••'
<br /> ,,..�� ��: =r>�t�(;? �:.\ 1<' 4 �•`'`�`, EXISTING LINER OVERLAP
<br /> ri •rS '•EY r.,.�•w-.. `. -.- ., t�,�r .\`. _ ;�/ SOIL LINER FlLL
<br /> J J J J J GEOMEMBRANE TIE—IN ALONG HAUL ROAD - (TEXTURED mil SINGLE-SIDED TEXTURED
<br /> 100 200 270 300 310 NTS
<br /> GE MBRANE E DOWN) LLDPE O •
<br /> LINER FI (COMPACTED SOIL SIDED
<br /> mil SINGLE 5�••,,,,•,,
<br /> LINER FILL OR OTHER FlLL SIDED TEXTURED Kl K1 K1 K1 MILL LINER TIE—IN TO EXISTING LINER
<br /> APPROVED BY HE MANAGER (TEXTURE FACE DOWN) NTS ONAfy
<br /> TO BACKFlLL ANCHOR TRENCH) �`lO ,,.. LLDPE GEOMEMBRANE 1.00 120 270 300
<br /> O � O
<br /> M � CLIENT CRIPPLE CREEK & VICTOR
<br /> GOLD MINING COMPANY
<br /> 24' TRAVEL WIDTH PRwE°T
<br /> 3' MINIMUM }� : 3 6/16/12 RE-ISSUED FOR CONSTRUCTION JNM CMi MILL SITE EARTHWORKS
<br /> g :� 1.5' HIGH SAFETY BERM
<br /> .�.a+...R.. 12' JNM TITLE
<br /> +: 2' MINIMUM 1/ 2 3/09/12 RE-ISSUED FOR CONSTRUCTION
<br /> ''.A:":." � OVERBURDEN STORAGE AREA &
<br /> DRAIN COVER FlLL 1 cMr
<br /> NIMUM �� 1 3/02/12 RE-ISSUED FOR CONSTRUCTION JNM FUTURE MILL PLATFORM GRADING
<br /> � SOIL LINER FILL / \ JNM CMi
<br /> 2' MINIMUM PROFILE REFERENCE 0 1/24/12 ISSUED FOR CONSTR�IDN SECTIONS AND DETAILS SHEET 3 OF 3
<br /> POINT CMr
<br /> DISCLAIMER DESIGNED BY CMT CHECKED BY JNM
<br /> AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br /> 6 6 s 6 6 ORE STORAGE AREA ANCHOR TRENCH K K K K ACCESS ROAD SECTION USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
<br /> EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br /> A300 A310 320 A42Q 425 NTS 2D0 300 310 410 NTS TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING No REV
<br /> SOLE RSKNAND WITHOUT ANYCONTENTS
<br /> LUIB TY OR LEGAL RESPONSIBILITY TO AMECUSER'S 74201125KD03 A Imr 3
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