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-_ - LEGEND: <br /> EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br /> t-°I'MITS OF GROUND SURVEY PROVIDED EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br /> BY FORESIGHT WEST SURVEYING <br /> u b n n MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br /> N 59;000 REGRADED GROUND SURFACE CONTOUR AND EL, FEET <br /> �. <br /> EXISTING ROADS <br /> SQUAW GULCH VLF PHASE 1 LIMIT <br /> EXISTING RAILROAD <br /> \ e <br /> / SOLUTION COLLECTION PIPING: <br /> I / 4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 95' CENTERS <br /> / 0 8" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br /> O � <br /> N 58'000 I 28 1,1 12" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br /> 15" DLA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br /> —-----— 18" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br /> -- -- "-lz <br /> — = 24" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br /> I \/ �\ —•••••—• 28" DIA. SDR 11 HOPE PRIMARY SOLUTION COLLECTION PIPE <br /> / \ r <br /> � 0 <br /> 29' -PHASE 1 BOUNDARY/ <br /> A41 <br /> N 37,000 <br /> s10 1 NOTES: <br /> \ \ i <br /> 1. SOLUTION COLLECTION PIPING SHALL BE PLACED WITH A <br /> MINIMUM SLOPE Of 1 PERCENT, AND SHALL BE ADJUSTED <br /> TO AVOID PLACEMENT PERPENDICULAR TO SLOPE. <br /> 2. REMOVED EXISTING UTILITIES FROM DRAWING. <br /> N 35.000 ---ter <br /> / / \ 3. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. <br /> 4. UNDERDRAIN POND AND PHASE 2 SEDIMENT POND HAVE <br /> BEEN REVISED. <br /> 5 SEDIMENT ENT D POND WILL BE U SE 2 SURFACE <br /> ETENTION WATON ER <br /> CHANNEL <br /> WITH PHASE 1. <br /> 6. PSSA EMBANKMENT HAS BEEN WIDENED BY 2'. <br /> 7 <br /> Z�j II � 410 /// 88 �, 30 300 0 300 600 FEET <br /> A410 <br /> \N <br /> MILL <br /> 55,000 <br /> PLATFORM <br /> UNDERDRAIN <br /> PONDS _ CLIENT CRIPPLE CREEK & VICTOR <br /> GOLD MINING COMPANY <br /> _ <br /> ALM PROJECT SQUAW GULCH VLF <br /> 3 8/8/14 REV.PERIMETER 121NCH PIPE/RE-ISSUE FOR CONSTRUCTION PS <br /> ..'�i /, <br /> 09 5 <br /> N x'� �� -�5 '- 2 02/13/14 REVISED LINER LIMITS/RE-ISSUED FOR CONSTRUCTION MEN TITLE <br /> c O <br /> ' CRESSON �1� _ 1 OB/13/13 REUSED HAUL ROAD/RE-ISSUED FOR CONSTRUCTION MEN PS HIGH VOLUME SOLUTION <br /> PBS <br /> VLF , CMT <br /> COLLECTION PIPING LAYOUT <br /> D 01/07/13 ISSUED FOR CONSTRUCTION JNM <br /> CWT <br /> DISCLAIMER DESIGNED BY JNM CHECKED BY JNM <br /> AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br /> USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY DS APPROVED BY KFM <br /> (/ EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH amec <br /> TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME ID <br /> WING No REV <br /> SOLE RISKNAND WITHOUT DATA <br /> ANY LIABILITY OR LEGAL RESPO SIBILITY TO AMECSER'S 1125GM41 A400 3 <br />