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REFERENCE: <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS REVISED FROM <br />PHOTOGRAPHY TAKEN 9 -28 -2006. SOME AREAS OF REVISION BASED IN <br />PART ON SURVEY DATA SUPPLIED BY FORESIGHT WEST SURVEYING INC. <br />5 -29 -2007. S: \CAD \1125 — CC &V PHASE 5 <br />VLF \RECV \20070622 — PROJECT MAP\061 1 0—TOPO—REVISED2.DWG <br />300 0 300 600 FEET <br />7 11/19/11 <br />6 08/26/11 <br />LEGEND: <br />8- EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />EXISTING ROADS <br />/'— — PHASE 5 VLF LIMIT <br />a*- � CERTIFICATION BOUNDARY LIMIT <br />SOLUTION COLLECTION PIPING: <br />___ 4" DIA. CPe HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 90' <br />CENTERS <br />- -- 8" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />— — - – 12" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />16" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE %� <br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE <br />PHASE 5 PIPING TABLE <br />APPROXIMATE TOTAL LENGTH <br />OF PIPE SEGMENT (FEET) <br />(SEE NOTE 1) <br />PIPE SIZE <br />PRIMARY SOLUTION COLLECTION PIPE <br />6,415 <br />1 26' DIA. PIPE <br />SECONDARY SOLUTION COLLECTION PIPE <br />75,660 <br />4" DIA. PIPE <br />6,980 <br />8" DIA. PIPE <br />4,550 <br />N 5 000 1 <br />3,700 <br />16" DIA,. PIPE <br />\ <br />6 <br />\� <br />\.NN� — <br />N 51,000 <br />All <br />N 50.00 <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS REVISED FROM <br />PHOTOGRAPHY TAKEN 9 -28 -2006. SOME AREAS OF REVISION BASED IN <br />PART ON SURVEY DATA SUPPLIED BY FORESIGHT WEST SURVEYING INC. <br />5 -29 -2007. S: \CAD \1125 — CC &V PHASE 5 <br />VLF \RECV \20070622 — PROJECT MAP\061 1 0—TOPO—REVISED2.DWG <br />300 0 300 600 FEET <br />7 11/19/11 <br />6 08/26/11 <br />LEGEND: <br />8- EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />EXISTING ROADS <br />/'— — PHASE 5 VLF LIMIT <br />a*- � CERTIFICATION BOUNDARY LIMIT <br />SOLUTION COLLECTION PIPING: <br />___ 4" DIA. CPe HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 90' <br />CENTERS <br />- -- 8" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />— — - – 12" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />16" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE %� <br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE <br />PHASE 5 PIPING TABLE <br />APPROXIMATE TOTAL LENGTH <br />OF PIPE SEGMENT (FEET) <br />(SEE NOTE 1) <br />PIPE SIZE <br />PRIMARY SOLUTION COLLECTION PIPE <br />6,415 <br />1 26' DIA. PIPE <br />SECONDARY SOLUTION COLLECTION PIPE <br />75,660 <br />4" DIA. PIPE <br />6,980 <br />8" DIA. PIPE <br />4,550 <br />12" DIA. PIPE <br />3,700 <br />16" DIA,. PIPE <br />NOTES: <br />1. PIPE LENGTH INCLUDES 5 PERCENT WASTAGE. <br />ISSUED FOR RECORD OF CONSTRUCTION <br />ISSUED FOR RECORD OF CONSTRUCTION <br />5 111/15/101 ISSUED FOR RECORD OF CONSTRUCTION <br />4 17/16/10 <br />0 9/15/08 <br />RE— ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />CLIENT CRIPPLE CREEK & VICTOR <br />JNM GOLD MINING COMPANY <br />CMT PROJECT <br />JNM PHASE 5 VLF <br />JNM <br />JFL 77 TITLE <br />JNM HIGH VOLUME SOLUTION <br />JNM <br />JNM COLLECTION PIPING LAYOUT <br />DTW <br />ALD <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 />DESIGNED BY I ALD ICHECKED BY I JNM <br />DRAWN BY I ALD I APPROVED BY KFM <br />FILENAME DRAWING No. REV <br />1125N 1 A400 1 7 <br />