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I'MMIM Ma. <br />_ ANCHOR <br />- <br />ANCHOR TRENCH <br />P <br />P <br />I <br />ZOPOSED GE <br />PROPOSED <br />EOCOMPOS <br />LINER <br />.- <br />._.. AP <br />ROXIMATE LOCATION <br />OF <br />PROPOSED <br />i <br />I <br />EXI <br />TING LINER TERMINATION <br />9508. <br />9520 <br />TE LOCAT10 <br />OF <br />I -- —j--- - <br />,(SEE <br />NOTE 1 ) <br />EXISTING `LINER TERMI <br />(SEE NOfE 1). <br />- - - <br />(S <br />-- <br />—_ <br />I <br />�....... <br />-4(SEE <br />NOTES -3r <br />-4: <br />E G ING <br />9500 <br />._ -¢j_ <br />ELEV <br />i � <br />- .m <br />XIMATE <br />5) <br />9501 <br />_LOCATIO <br />ER <br />� T <br />I <br />�(IPSTROING LINT <br />G WG <br />OCATION <br />. BOTT <br />OF, FOOT( <br />G <br />:. <br />(SEE NOT" 3, 4,' & 5) <br />B.O.F. <br />m 948 <br />0' <br />(SEE, NOTE <br />3, 4, & 5 <br />! T <br />TERMINATION <br />(SEE NOTE 1 <br />EXISTING <br />N <br />SEE NOTE 1 <br />oaan <br />OAR <br />oanl <br />FAI <br />APPRUAY.ftr- LOCATION OF-4 <br />a r • ( <br />• <br />- OF LINLK <br />a • <br />7 <br />SEE • • •• a• , <br />DETAIL <br />0 <br />g <br />o_ <br />n <br />952( <br />96'1l *F <br />31 <br />v9 F 9500 <br />z a <br />0 <br />U <br />W 00, W <br />N <br />Z <br />0— 9480 <br />R O 9470 <br />0 20 40 60 80 100 <br />w DISTANCE, (ft) <br />z <br />7 <br />A SECTION A <br />100 <br />0 <br />954( <br />952( <br />i <br />0- <br />3 QQy <br />GT 950( <br />°I4 <br />U <br />21 <br />94800 <br />_ ANCHOR <br />- <br />ANCHOR TRENCH <br />P <br />P <br />I <br />ZOPOSED GE <br />PROPOSED <br />EOCOMPOS <br />LINER <br />.- <br />._.. AP <br />ROXIMATE LOCATION <br />OF <br />PROPOSED <br />i <br />._... <br />EXI <br />TING LINER TERMINATION <br />9508. <br />9520 <br />TE LOCAT10 <br />OF <br />I -- —j--- - <br />,(SEE <br />NOTE 1 ) <br />EXISTING `LINER TERMI <br />(SEE NOfE 1). <br />- - - <br />(S <br />-- <br />—_ <br />I <br />�....... <br />-4(SEE <br />NOTES -3r <br />-4: <br />E G ING <br />9500 <br />._ -¢j_ <br />ELEV <br />i � <br />- .m <br />XIMATE <br />5) <br />9501 <br />_LOCATIO <br />ER <br />� T <br />I <br />�(IPSTROING LINT <br />G WG <br />OCATION <br />. BOTT <br />OF, FOOT( <br />G <br />:. <br />(SEE NOT" 3, 4,' & 5) <br />B.O.F. <br />m 948 <br />0' <br />(SEE, NOTE <br />3, 4, & 5 <br />0 20 40 60 80 100 <br />w DISTANCE, (ft) <br />z <br />7 <br />A SECTION A <br />100 <br />0 <br />954( <br />952( <br />i <br />0- <br />3 QQy <br />GT 950( <br />°I4 <br />U <br />21 <br />94800 <br />GRADING PLAN <br />20 0 20 40 FT <br />9520 9520 <br />9500 F 9500 <br />9480 W 9480 <br />Od7/1 Od7l1 <br />_ ANCHOR <br />TRENCH..... <br />ANCHOR TRENCH <br />P <br />P <br />I <br />ZOPOSED GE <br />)COMPOSME <br />LINER - <br />CHOIR TRENCH <br />.- <br />-- <br />POSED GEOCI M <br />MPOSTIE LI E <br />PROPOSED <br />GEOCOMPOSI <br />rE LINER <br />M�7 <br />B.O.F <br />9508. <br />9520 <br />TE LOCAT10 <br />OF <br />I -- —j--- - <br />SURFACE.. <br />ING <br />EXISTING `LINER TERMI <br />(SEE NOfE 1). <br />TION <br />(S <br />NOTES 3. <br />, & 5) <br />I <br />GRADING PLAN <br />20 0 20 40 FT <br />9520 9520 <br />9500 F 9500 <br />9480 W 9480 <br />Od7/1 Od7l1 <br />120 135" - -- -0 20 40 <br />3540 <br />3520 <br />z <br />F <br />)500 <br />94M <br />w Ou 1uu <br />��DISTANCE, (ft) <br />/ B 1 SECTION B <br />1� <br />9540 954( <br />a�w <br />ANCHO <br />ANCHOR TRENCH <br />P <br />PROPOSED <br />: <br />LINER <br />CHOIR TRENCH <br />.- <br />-- <br />POSED GEOCI M <br />MPOSTIE LI E <br />PROPOSED <br />GEOCOMPOSI <br />rE LINER <br />9520 <br />I -- —j--- - <br />I <br />9521 <br />-.. 9 <br />9521 <br />SURFACE GRkDING <br />I <br />�....... <br />-4(SEE <br />NOTES -3r <br />-4: <br />E G ING <br />9500 <br />._ -¢j_ <br />ELEV <br />-B O. <br />9508,..9' <br />- .m <br />XIMATE <br />5) <br />9501 <br />_LOCATIO <br />ER <br />� T <br />I <br />�(IPSTROING LINT <br />TERMINATION <br />OCATION <br />(SEE <br />3.0.F. <br />SURF <br />ELEV = 992.4' <br />! <br />NER. <br />) L <br />(SEE, NOTE <br />3, 4, & 5 <br />! T <br />TERMINATION <br />(SEE NOTE 1 <br />TERMINA N <br />N <br />120 135" - -- -0 20 40 <br />3540 <br />3520 <br />z <br />F <br />)500 <br />94M <br />w Ou 1uu <br />��DISTANCE, (ft) <br />/ B 1 SECTION B <br />1� <br />9540 954( <br />a�w <br />ANCHO <br />TRENCH <br />P <br />PROPOSED <br />: <br />LINER <br />CHOIR TRENCH <br />.- <br />-- <br />POSED GEOCI M <br />MPOSTIE LI E <br />PRO <br />OSED GE OC <br />POS LIN <br />9520 <br />I -- —j--- - <br />I <br />9521 <br />-.. 9 <br />9521 <br />I <br />-- B <br />SURF <br />E G ING <br />9500 <br />._ -¢j_ <br />ELEV <br />-B O. <br />9508,..9' <br />- .m <br />XIMATE <br />5) <br />9501 <br />_LOCATIO <br />ER <br />fIf <br />TE <br />OCATION <br />(SEE <br />SURF <br />E GRADIN <br />F EXISTING <br />NER. <br />) L <br />(SEE, NOTE <br />3, 4, & 5 <br />! T <br />TERMINATION <br />TERMINA N <br />N <br />SEE NOTE 1 <br />oaan <br />oanl <br />� 952 <br />z <br />0 <br />950 <br />9520 9520 <br />F <br />i <br />9500 F 9500 <br />w <br />9480 W 9480 <br />0470 9470 <br />LEGEND: <br />�- - -' EXISTING GROUND SURFACE CONTOUR EL, FEET <br />i PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />(PROVIDED BY WOODWARD & CURRAN 07/31/13) <br />- - - - - - PROPOSED DAYLIGHT LINE <br />APPROXIMATE LOCATION OF EXISTING LINER TERMINATION <br />PROPOSED GROUND <br />- -- - -- EXISTING GROUND <br />i - - -� EXISTING PVC PIPE <br />PVC PIPE EXTENSION (BY OTHERS) <br />DLIMITS OF LINER EXTENSION TO REMAIN EXPOSED (APPROXIMATELY <br />5,500 sq. ft.) <br />NOTES: <br />1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE <br />EXISTING LINER TERMINATION. <br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO <br />CONSTRUCTION. <br />3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION <br />LIMITS PRIOR TO INSTALLING THE GEOCOMPOSITE LINER. <br />4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION LIMITS SUCH <br />THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE <br />NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER. <br />5. SURFACE UPON WHICH THE GEOCOMPOSTTE LINER WILL BE INSTALLED, SHALL BE <br />RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE <br />THE LINER, AS APPROVED BY THE CQA ENGINEER. <br />6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC <br />PIPE AND SUMP. <br />120 140 " "° '"' " °0 20 <br />9544 <br />)520 <br />9524 <br />0 <br />3500 <br />dW 950 <br />TERMIW�TION --- -- -- --- 9480 <br />NO 1) - B.O.F. �9493.' <br />40 60 80 100 9470 <br />DISTANCE, (ft) <br />C SECTION C <br />100 <br />9540 %-/*%.i*%/% %,% -�% � *-- <br />ANCHO <br />TRENCH <br />P <br />PROPOSED <br />OCOMPOS <br />LINER <br />PRO P <br />POSED GEOCI M <br />MPOSTIE LI E <br />ER <br />I -- —j--- - <br />-.. 9 <br />9521 <br />i <br />-- B <br />SURF <br />E G ING <br />APPROXIMATE <br />95t ., 4 <br />/j <br />OF f <br />(SEE NOTES <br />3, 4, <br />5) <br />_ <br />EXISTING- <br />_LOCATIO <br />ER <br />fIf <br />TE <br />(SEE <br />ELEV <br />120 140 " "° '"' " °0 20 <br />9544 <br />)520 <br />9524 <br />0 <br />3500 <br />dW 950 <br />TERMIW�TION --- -- -- --- 9480 <br />NO 1) - B.O.F. �9493.' <br />40 60 80 100 9470 <br />DISTANCE, (ft) <br />C SECTION C <br />100 <br />9540 %-/*%.i*%/% %,% -�% � *-- <br />(TRENCH <br />P <br />ANCHOR ( <br />PRO P <br />J (SEE NO 1) odnl <br />20 40 60 80 100 �' -" "' - "0 20 40 60 80 100'�� 0 20 40 60 <br />DISTANCE, (ft) DISTANCE. (ft) DISTANCE, (ft) <br />E SECTION E F SECTION F G SECTIO, <br />100 100 100 <br />20 0 20 40 FT 20 0 20 40 FT <br />HORIZONTAL VERTICAL <br />I aaw <br />ANCHOR TR <br />9521 <br />PROPOSED EOCOMPO LIN f \ <br />f <br />O.F.. ELEV - 9501.6' <br />— 9501 <br />APPRO [MATE LOCATION F I-.R <br />EXISTING LINER TERM NATION SURFA E GRADING <br />(SEE NOTE 1) (SEE OTES 3, 4, 5) <br />oda <br />9 0 20 40 <br />D SECTION D <br />100 <br />60 90 100 <br />�S�DIVAt •�O <br />OU VU <br />�� <br />CRIPPLE CREEK &VICTOR GOLD MINING COMPANY <br />PROJECr <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />2 OR/24/13 CHANGES PER DRMS MEN TITLE <br />RE- ISSUED FOR CONSTRUCIION CAS <br />1 09/0e /13 RE -ISSU CONSiRUCTON MEN PSES LINER EXTENSION SECTIONS <br />0 08/28/13 ISSUED FOR CONSTRUCTION MEN <br />CAS <br />DISCLAIMER DESIGNED BY CAS CHECKED BY MEN <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CAS APPROVED BY MEN <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL WERIENCE. ANY ALTERATION OR FILENAME RAWINO No REV <br />SLE ADAPTATION c AND THE ANY UANU�TY OR LEGAL RRESPPONSI UTYTY TAG AME USER'S 1550 —A1 10 Al 10 2 <br />(TRENCH <br />P <br />ANCHOR ( <br />PRO P <br />POSED GEOCI M <br />MPOSTIE LI E <br />ER <br />I -- —j--- - <br />-.. 9 <br />9521 <br />f. <br />-- B <br />B.O. <br />- 9515.0' <br />95t ., 4 <br />4 9 <br />950 <br />SU A <br />ACE GRADIN A <br />APPROXI T <br />TE <br />3.. 4 <br />LOCATION L <br />(SEE NO 3 <br />4, & ) <br />) L <br />LIOF <br />NER <br />ER -- <br />! T <br />TERMINA N <br />N <br />20 40 60 80 100 �' -" "' - "0 20 40 60 80 100'�� 0 20 40 60 <br />DISTANCE, (ft) DISTANCE. (ft) DISTANCE, (ft) <br />E SECTION E F SECTION F G SECTIO, <br />100 100 100 <br />20 0 20 40 FT 20 0 20 40 FT <br />HORIZONTAL VERTICAL <br />I aaw <br />ANCHOR TR <br />9521 <br />PROPOSED EOCOMPO LIN f \ <br />f <br />O.F.. ELEV - 9501.6' <br />— 9501 <br />APPRO [MATE LOCATION F I-.R <br />EXISTING LINER TERM NATION SURFA E GRADING <br />(SEE NOTE 1) (SEE OTES 3, 4, 5) <br />oda <br />9 0 20 40 <br />D SECTION D <br />100 <br />60 90 100 <br />�S�DIVAt •�O <br />OU VU <br />�� <br />CRIPPLE CREEK &VICTOR GOLD MINING COMPANY <br />PROJECr <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />2 OR/24/13 CHANGES PER DRMS MEN TITLE <br />RE- ISSUED FOR CONSTRUCIION CAS <br />1 09/0e /13 RE -ISSU CONSiRUCTON MEN PSES LINER EXTENSION SECTIONS <br />0 08/28/13 ISSUED FOR CONSTRUCTION MEN <br />CAS <br />DISCLAIMER DESIGNED BY CAS CHECKED BY MEN <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CAS APPROVED BY MEN <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL WERIENCE. ANY ALTERATION OR FILENAME RAWINO No REV <br />SLE ADAPTATION c AND THE ANY UANU�TY OR LEGAL RRESPPONSI UTYTY TAG AME USER'S 1550 —A1 10 Al 10 2 <br />9 0 20 40 <br />D SECTION D <br />100 <br />60 90 100 <br />�S�DIVAt •�O <br />OU VU <br />�� <br />CRIPPLE CREEK &VICTOR GOLD MINING COMPANY <br />PROJECr <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />2 OR/24/13 CHANGES PER DRMS MEN TITLE <br />RE- ISSUED FOR CONSTRUCIION CAS <br />1 09/0e /13 RE -ISSU CONSiRUCTON MEN PSES LINER EXTENSION SECTIONS <br />0 08/28/13 ISSUED FOR CONSTRUCTION MEN <br />CAS <br />DISCLAIMER DESIGNED BY CAS CHECKED BY MEN <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CAS APPROVED BY MEN <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL WERIENCE. ANY ALTERATION OR FILENAME RAWINO No REV <br />SLE ADAPTATION c AND THE ANY UANU�TY OR LEGAL RRESPPONSI UTYTY TAG AME USER'S 1550 —A1 10 Al 10 2 <br />