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LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />�— — CENTERLINE OF PROPOSED 80' WIDE HAUL ROAD <br />/ PRIMARY UNDERDRAIN PIPE <br />-� SECONDARY UNDERDRAIN PIPE <br />DAYLIGHT LINE <br />LEAK DETECTION TRENCH <br />_ — APPROXIMATE LIMITS OF DIATREME <br />— — — — : EXISTING UNIMPROVED ROAD /TRAILS <br />EXISTING IMPROVED ROADWAYS <br />— EXISTING DRAINAGES <br />_- E ---E -� EXISTING POWER LINE <br />— EXISTING FIBER OPTIC LINE <br />0 <br />NOTES: <br />EXISTING GAS LINE <br />EXISTING FRESH WATER LINE <br />LIMITS OF PSSA <br />LEAK DETECTION SUMP <br />1. POWERLINES TO BE RELOCATED PRIOR TO CONSTRUCTION. <br />2. THE 80' WIDE HAUL ROAD HAS A MAXIMUM GRADE OF <br />10 %. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER <br />FI LL. <br />200 0 200 400 FEET <br />2 1 9/08/09 <br />1 1 7/23/09 <br />0 9/15/08 <br />RE— ISSUED FOR CONSTRUCTION <br />RE— ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />DTW TITLE <br />JNM <br />DTW <br />JNM <br />DTW <br />JLW <br />DISCLAIMER <br />AMEC EARTH AND ENVIRONMENTAL PRODUCED THE INFORMATION PRESENTED ON <br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION' AND PRACTICAL <br />EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOES NOT <br />GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL <br />EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OIR CONTENTS OF <br />THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR <br />LEGAL RESPONSIBILITY TO AMEC EARTH AND ENVIRONMENTAL. <br />PHASE 5 VLF <br />PHASE 5 <br />GRADING PLAN <br />AND ENVIRONMENTAL <br />304 Inverness Way South, Suite 490 Phone: 303 - 433 -0262 <br />Englewood, CO 80112 Fax: 303 -433 -0362 <br />DESIGNED BY I JNM I CHECKED BY I DTW <br />DRAWN BY J APPROVED BY JFL <br />FILENAME DRAWING No, REV <br />1125M145 A220 2 <br />