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NORTHWEST SOUTHEAST <br /> 10200 10200 <br /> ........... ........ ...................... ..................... .................................................................. ............ <br /> ................ <br /> 11 <br /> 10100 0100 <br /> MILL PLATFORM <br /> ............. ............. - - --------- <br /> .............................................. <br /> EXI"4G <br /> RETAINING WALL LOW VOLUME SOLUPON RAUL <br /> COLLECTION FILL <br /> 10000 jL, <br /> (DESIGNED BY OTHERS) <br /> 10000 <br /> \iGCL <br /> MILL PLATFORM FINISHED GRADE- <br /> -(OESIGNED BY OTHERS), <br /> T <br /> SELECT OVERBURDEN MATE RIAL <br /> H .9900 <br /> 99W <br /> OVERBURDEN MATERIAL <br /> I T <br /> A32 <br /> 2 <br /> 2' MINIMUM <br /> DRAIN COVER FILL <br /> 80 mil SINGLE SIDED <br /> 9800 z <br /> 0 TEXTURED (TEXTURED FACE I <br /> DOWN) PE GEOMEMBRAINE <br /> 9700- 9700 <br /> -EXISTING GROUND (2011) <br /> r <br /> Ali <br /> 9600 <br /> 9m <br /> 1 EXISTING_,ROUN <br /> , <br /> FINISHED SURFACE ELEVATION <br /> GEOMEMBRANE SUR•rACE ELEVATION <br /> 9400 9400 <br /> 00 1p Lq� n �q q c� c�IN P QI'D��,.Nto-�S;z-�82 Lqo,�t-8 -o 0 N <br /> I <br /> i r<-r-�f<-r�I<-6 -.6 I< c6 <br /> 0 0 -,6 <br /> Ob <br /> m.. <br /> m mo .0 .0 mrn 20 rncoco �'m H 102, �.!l �mll v!8"N <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 <br /> MILL PLATFORM CROSS SECTION C <br /> SOUTHWEST NORTHEAST <br /> 10200,- 10200 <br /> IMILUIL <br /> 10100 —-------- 10100 <br /> �K <br /> LOW VOLUME SOLUTION 6 <br /> COLLECTION FILL <br /> 10000 ------ MILL PLATFORM FINISH GRADE-X-T- 10000 <br /> M ILL ACCESS ROAD <br /> (DESIGNED BY OTHERS) <br /> EXISTING VILIF <br /> El <br /> ;w5! <br /> 2' MINIMUM <br /> DRAIN COVER <br /> z <br /> FILL <br /> 0 z <br /> CTION 7— 9900 <br /> 15' CON U <br /> < 9900 <br /> irl BENCH OVERBURDEN MATIDUAL <br /> 7 <br /> 80 mil SINGLE-SIDED <br /> TEXTURED (TEXTURED FACE 0 Re <br /> ­-z <br /> DOWN) LLDPE GEOMEMBRANE ....... <br /> 9800- f <br /> EOME BRANt <br /> 9800 <br /> UND ELE:VATIONI <br /> ­4 1 EXISTING GRO <br /> 0.. <br /> FINISHED SURFACE ELEVATION <br /> GEOMEMBRANE SURFACE ELEVATION <br /> 9700 9700 <br /> OVERBURDEN MATERIAL- <br /> GROUND 2011) <br /> q (1� C! c4 Lq c� <br /> 0 m -i wg;� 6-Z 1 r.:-4 6 ZT c� <br /> rN No, 1"o C;l<�__0; �l <br /> 0 0 0 0 C) 'o 10 N2 c.m g� gg�g.R g 0*,`R <br /> O <br /> OO pf ............ <br /> 0 n "I s,'R 0.2 H,-�I <br /> O 0 <br /> . . .-N <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+DO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 <br /> CLIENT CRIPPLE CREEK & VICTOR <br /> (ay:i:)���MILL PLATFORM CROSS SECTION D GOLD MINING COMPANY <br /> �A <br /> JNM PROJECT <br /> 100 0 100 200 FEET 100 0 100 200 FEET 3 8/16/12 RE-ISSUED FOR CONSTRUCTION NM CMT WILE MILL SITE EARTHWORKS <br /> 2 7/10/12 RE-ISSUED FOR CONSTRUCTION <br /> GMT OVERBURDEN STORAGE AREA & <br /> IL <br /> %N.CMT N.C. <br /> VERTICAL SCALE HORIZONTAL SCALE 1 3/02/12 RE-ISSUED FOR CONSTRUCTION JNM CMT <br /> VERTICAL EXAGGERATION 1 X CMT FUTURE MILL PLATFORM GRADING <br /> 0 1/24/12 ISSUED FOR CONSTRUCTION JNM CMT SECTIONS AND DETAILS SHEET 1 OF 3 <br /> CMT ---[— <br /> DISCLAIMER DESIGNED BY MT CHECKED BY i NM <br /> AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br /> 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 I <br /> TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING N. REV <br /> SOLE RISK <br /> ADAPTATION AND WITHOUT OF THE DATA ANY LIABILITY OR CONTENTSOR OF LEGAL RESPONSIBILITY TO AMEC. ame 74201125KDO1 A300 <br /> THIS DRAWING SHALL BE AT USER'S 3 <br /> I o 1 <br />