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0 <br />z <br />W <br />x <br />x <br />I <br />cli <br />W• <br />.. SWTP -117 <br />j W <br />\VI \ <br />AA <br />I 1 <br />\� <br />N 82.000 -_ -- -- - I , •.\ •\ ...\ \\ \ \ \ \\ � \, \. \ I _ <br />1 <br />I <br />_ I � V �� �� II v �� �_ vv� <br />EI <br />uj <br />I 89s] <br />w <br />I <br />❑ SWTP -115 <br />EEC <br />N 61.000 SWTP -113 El <br />N 60.000 <br />SWTP -106 <br />, <br />W_ <br />SWTP 91 <br />sv�rP 8'g \ <br />\, \\ <br />l <br />v k, A <br />SWTP -90 D p <br />�� <br />\ 3 \ - <br />\ SWTP -92 El �73. \ \ \ \\ <br />O SWTP -85 - -- \ \' <br />I _ \ <br />y - - - � v v 'S P -71 ❑ y� <br />SWTP -1091 ❑ SWTP -110 \\ �. <br />El <br />Ei SWTP -108 <br />\ - <br />J SWTP -93 J ,SWTP -77 ❑ - - -- <br />1 El <br />IN <br />W <br />SWTP --a2 - <br />� ,.P -1.11 <br />TP-10 E] SWTP -107 QZ�— SWTP -83 .� \\ 7. <br />❑ o \ <br />SWTP -940 \ \� <br />SM►TF' =7a _ <br />❑ SWTP -103 SWTP -95 0 SWTP -112 SWTP -72 <br />Io <br />SWTP -97❑ <br />1 <br />- - -- - <br />- -- - _ <br />\ <br />\ <br />-- _ _ <br />\ SWTP -102 s <br />SWTP 7 � <br />SWTP <br />. � l <br />CB -13 i <br />I - -- _ - <br />\ - - <br />r <br />1 <br />Q - - - - - - - SVNiP =81 \ <br />�CB-14 ___ -- <br />❑SWTP -99 - ------- <br />z- <br />\ <br />- - - U AF <br />SOIL LINER FILL BORROW <br />00 0 200 400 FEET <br />i <br />' OVERALL PROJECT SITE MAP <br />/ 2000 0 2000 4000 FEET <br />/ <br />/ <br />i <br />LEGEND: <br />%�- EXISTING GROUND SURFACE CONTOUR EL, FEET <br />HIGHWAY 67 <br />--woo' PHASE 5 VLF BOUNDARY <br />EXISTING ROADS <br />EXISTING DRAINAGES <br />/ <br />/ <br />/ E— E� EXISTING POWER CABLE <br />W —W EXISTING WATER LINE <br />/ <br />OSWTP -27 SMITH WILLIAMS TEST PIT JUNE 2007 <br />/ CB -13 GOLDER ASSOCIATES TEST PIT 2004 <br />/ <br />/ SOIL LINER FILL BORROW AREA <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />V •\APR 1 <br />S 7003 <br />v. <br />RE <br />/f <br />B <br />3/14/08 <br />ISSUED FOR PERMUTING <br />DTW <br />SOIL LINER FILL <br />°T" <br />BORROW AREA <br />A <br />2/15/08 <br />ISSUED FOR CLIENT REVIEW <br />JFL <br />AlD <br />DISCLAIMER <br />SMITH WILLIAMS CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT <br />ANY LIABILITY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />sm <br />SMITH WILLIAMS CONSULTANTS, INC. <br />DESIGNED BY <br />JWH <br />CHECKED BY <br />DTW <br />DRAWN BY <br />JWH <br />APPROVED BY <br />JFL <br />FILENAME <br />1125M105 <br />PAWING No <br />A130 <br />REV <br />p <br />B <br />Englewood, Colorado Elko, Nevada <br />Phone: 303-433-0262 Phone: 775 -n6 -3200 <br />