MILL PLATFORM TOPOGRAPHY
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />PREVIOUSLY CONSTRUCTED GROUND SURFACE CONTOUR AND EL. FEET
<br />ISOPACH CUT CONTOURS AND EL, FEET
<br />ISOPACH ZERO CUT /FILL AND EL, FEET
<br />ISOPACH FILL CONTOURS AND EL, FEET
<br />- - - - - - - DAYLIGHT LINE
<br />l EXISTING UNIMPROVED ROAD/TRAILS
<br />EXISTING DRAINAGES
<br />— EXISTING GEOMEMBRANE LINER LIMITS
<br />i- G- -G-� EXISTING GAS LINE
<br />_—DE EXISTING UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />---0- -0- -C,- EXISTING FENCE
<br />%k--*- x- EXISTING CRIB WALL
<br />�i _ t3Ew %T,7 \Z--37
<br />NOTES:
<br />1. PROPOSED ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL REQUIRED TO FINISHED GRADE.
<br />2. WITHIN THE FUTURE MILL AREA, FINAL GRADE IS BY OTHERS. THE CONTOURS WITHIN THE FUTURE MILL
<br />AREA REPRESENT A ROUGH GRADE.
<br />200 0 200 400 FEET
<br />CRIPPLE CREEK & VICTOR
<br />GOLD MINING COMPANY
<br />PROJECT
<br />3 8/16/12 RE— ISSUED FOR CONSTRUCTION JNM CMT MILL SITE EARTHWORKS
<br />2 7/10/12 RE— ISSUED FOR CONSTRUCTION JNM TITLE MT OVERBURDEN STORAGE AREA
<br />C
<br />JNM
<br />1 3/02/12 RE— ISSUED FOR CONSTRUCTION
<br />C l FINISHED GRADE SURFACE
<br />0 1/24/12 ISSUED FOR CONSTRUCTION JNM ISOPACH PLAN VIEW
<br />nur
<br />DISCLAIMER
<br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
<br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
<br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
<br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC.
<br />c�l1'1EC
<br />DESIGNED BY I CMT I CHECKED BY I JNM
<br />DRAWN BY I CMT APPROVED BY JNM
<br />FILENAME DRAWING No REV
<br />74201125KMO4 A250 3
<br />° °�
<br />_ —�-
<br />OVERBUDE
<br />_
<br />•== STORAGE
<br />ifth
<br />r
<br />_
<br />/
<br />®
<br />� i !) {, l'y A✓ y {1..n �; N
<br />$
<br />�.
<br />I
<br />VA
<br />t` PJf `y �y�r✓x
<br />N
<br />�-- `'-- ---�-- F by r✓J {!' r � } ^"n "",N � ,a'"""r
<br />d f.>> / e e�� i fly/' ;°� < �, ✓ yu,e"' ",,, ,w- "�
<br />4�
<br />�I°,*
<br />%._ ""
<br />,,.,, / i
<br />�^--��
<br />\
<br />1' / F /{' * `dMf f F A f/� y, rE`A 1 "u"` .' ''°' N*�✓�
<br />-� �f F ?P r �e` q P s 8 b'e ✓a� , , � fae � y� ..* „,«:.
<br />%�, r �.y+''J >r � �� /p /'P'Ci % /'s�?`ya' � rA +_e� ✓.✓ r +� �:
<br />'rsNl( °rdf ✓ °i� �"'/ "��+ra 1, rJ/ rP ff ✓b i J rare a t p r �� � ✓
<br />>r f ,r°i�i e' ,aP r,, v
<br />Yh •^o° � s f f is f�Ja Vi
<br />...a"W",w .+�%A
<br />�,.;..., � //
<br />�
<br />.,
<br />"' f
<br />q
<br />..t'
<br />4 / /, "l
<br />'t � „'
<br />\
<br />iltri /n y'" f'da 1 ✓v !' Ff ri;i a' ,y ✓� q`A ie 1 ,iVJ^}, yr u
<br />h Y f) , / qy ,4 J t F ✓ P A � Ff CPS t• / ,1f F' J} � } A {) � r� t/ °�
<br />�'1�,1){�d fv6 //d y�fY d'1�9j �GF'"i f, J:F¢r� i fJ�r< .'p, } }��' ; ®Sy y �r0 �✓"
<br />�w- °°"'
<br />i„ f
<br />."-. . � v, �
<br />/
<br />o
<br />°
<br />� ,, t• «° ,� :
<br />y
<br />1',p�tl d J"��
<br />(/'�1�1. dri'd{,,�
<br />/ Ftni � , ;, Ir;`
<br />.�D N,iY a }v3fil.p
<br />fr I' f,✓f y S�..
<br />�r r ! >d ,r t'� +3 Y ,,., , J s� l , , «r'.er r P' r'r B lr ,Y ' �P '"
<br />A fd. Jar ' ^✓ r++ P.
<br />dr Ji Yh fr`:1�7 of %' 3 ?�e'',/ ,''�d r %f'; ➢. �d�'f ,A� ✓Il AF Ar" l:veyJ! �.+e J" fj r`'p�
<br />/ }. AP'�g?;�.J AYE a.,�t E'ir,lf l ,n fe�9F. )AJI',✓bj'C0 Fr "fd v:( ° ^$'f
<br />.F. ll ff F� „e, ,#a rarF ee'J. rr sr t;; ,I. o'., tr ✓,.r /'+?a e” <r d. Y
<br />,t S?`s=g� !,r <a® d' +�, iy ,�. a',r� Jr ;%.n' �+'. 6 /,R „S,s ^l.' ".,� a»
<br />'y� p " ✓✓ppg¢J3 F i.✓`�i . a c/.� fyJ� L ^r!A' 7�tl.^ 'nx� {, r ;r e�ppp , t fu J.. Y �y �
<br />'AP °}fr y
<br />'"" r, "t.!
<br />o °
<br />_�; ".:a'^.m^"" .r"',d ry E
<br />A:,..., '.: -.^"�, r.v,f v�
<br />a f
<br />°".�"w,vt„ _.;':^ '• x;Ff /,
<br />'^ ^rn,�.., ti* ., l ^"y l' ' f f C.`'. ..
<br />m..ry.,• {6
<br />✓
<br />v`py ft%i rE.
<br />{ ':'� (�,
<br />�P �' di,F ,4,i.
<br />1/ o; +.i ,� I
<br />,r
<br />f C, tT r () ff .f ! v)A ^( i' ✓ / �I p ✓,F'�A6a f ,r'�.it ). J�_ i F {: +° .w,
<br />Bin / tI( of 'ln, A',A' }llr S ''Cd w A'.Y biID„,u✓
<br />,pf 'f8k�J,, 2"O: fd fk. i ^.fu ety� ,F. >: ¢da✓! ✓ _ f3 r' '6J�'.'" ✓ ✓.Bi "+fdiP
<br />., ,�,,. ra r , ,<9¢f,jg�;', rfo' fy.,r, f f ,� ffff�d� ; f. � �:,
<br />V ft+,.. ° \
<br />�"Y u5� j,.^° ". 'Pw... \.Vn
<br />.'ice..„.."«.,°+„ "� '`45..
<br />P�'$Jgp�
<br />�- ti..�.�, IJ� +�W d � ,
<br />✓ry.!
<br />Q
<br />yrJ'r�yp7
<br />� �Z1ti"P CfA f�f° f 3 �°4'L�R "
<br />tl�p �j� /Q't�J�.`��Y I }�nP`�,(�,�>r)4?,��iYhijBk dl .]{��f r^q`ff
<br />/J, iA" 99i ✓t£ p1 �,. 9,�j. ypv"!'f Co A id
<br />FwMy fA ,�'"�.� cy�a�,7� pfi
<br />J s�
<br />�`'�'
<br />^,.
<br />W
<br />G ``',,,�`\\
<br />�
<br />4
<br />�/ $ J
<br />li �t
<br />t
<br />le
<br />/o , " °��r �h�°�;'+�,�l��aJs:�
<br />p ,f =
<br />19' -f4lJ ddr�f
<br />y
<br />J
<br />��� ✓J�; ,�,° �'h,�l � � � F
<br />rn 4d rra° 'q6py 'p
<br />��),���P �lff d�InAtJ r��ia rd Y
<br />i
<br />"If rs
<br />Q � � � ♦'
<br />f do 71
<br />�J�1 d ''?, fY'��dlu(1JPe l,gl �
<br />C Y 1 I'{"v P Y
<br />Y
<br />8 f
<br />''q
<br />x „�
<br />I q
<br />v
<br />�i aBk4 ipy�� r�," s4S &�N d ry`y', °�a1� `. �
<br />�
<br />d° �q
<br />• «,.. -� �
<br />�/
<br />Al
<br />ff i��� �v, �, �m V��b '6�4 '^ L �AA9 V „ •'*...ey. .W
<br />�!Rv. i
<br />1
<br />v /��y
<br />1%
<br />:N.
<br />E %IST(NG TO:;$.''
<br />/
<br />/
<br />-^ LIMITS OF GROUND "SURVEY;
<br />STOCKI�ILE,iO /
<br />/ ":�,
<br />r
<br />f✓ I
<br />PROVIDED BY FORESIGHT
<br />WEST SURVEYING
<br />'
<br />MILL PLATFORM TOPOGRAPHY
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />PREVIOUSLY CONSTRUCTED GROUND SURFACE CONTOUR AND EL. FEET
<br />ISOPACH CUT CONTOURS AND EL, FEET
<br />ISOPACH ZERO CUT /FILL AND EL, FEET
<br />ISOPACH FILL CONTOURS AND EL, FEET
<br />- - - - - - - DAYLIGHT LINE
<br />l EXISTING UNIMPROVED ROAD/TRAILS
<br />EXISTING DRAINAGES
<br />— EXISTING GEOMEMBRANE LINER LIMITS
<br />i- G- -G-� EXISTING GAS LINE
<br />_—DE EXISTING UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />---0- -0- -C,- EXISTING FENCE
<br />%k--*- x- EXISTING CRIB WALL
<br />�i _ t3Ew %T,7 \Z--37
<br />NOTES:
<br />1. PROPOSED ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL REQUIRED TO FINISHED GRADE.
<br />2. WITHIN THE FUTURE MILL AREA, FINAL GRADE IS BY OTHERS. THE CONTOURS WITHIN THE FUTURE MILL
<br />AREA REPRESENT A ROUGH GRADE.
<br />200 0 200 400 FEET
<br />CRIPPLE CREEK & VICTOR
<br />GOLD MINING COMPANY
<br />PROJECT
<br />3 8/16/12 RE— ISSUED FOR CONSTRUCTION JNM CMT MILL SITE EARTHWORKS
<br />2 7/10/12 RE— ISSUED FOR CONSTRUCTION JNM TITLE MT OVERBURDEN STORAGE AREA
<br />C
<br />JNM
<br />1 3/02/12 RE— ISSUED FOR CONSTRUCTION
<br />C l FINISHED GRADE SURFACE
<br />0 1/24/12 ISSUED FOR CONSTRUCTION JNM ISOPACH PLAN VIEW
<br />nur
<br />DISCLAIMER
<br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
<br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
<br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
<br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC.
<br />c�l1'1EC
<br />DESIGNED BY I CMT I CHECKED BY I JNM
<br />DRAWN BY I CMT APPROVED BY JNM
<br />FILENAME DRAWING No REV
<br />74201125KMO4 A250 3
<br />
|