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... LEGEND: <br /> ,�,cA ..�.-�� \ \ .. \ ""'iti't.'. • �`'� .. � \.�.• EXISTING GROUND <br /> \ ... .. . :•:- ,. '�'":�,_..•.:. . -' "''. OUND SURFACE CONTOUR AND EL. FEET (LAND SURVEY) <br /> ,. \�\\ � �� � � \� - \ p._ f01 - � '��� � - .�.:�"-.:. +�, PREVIOUSLY CONSTRUCTED GROUND SURFACE CONTOUR AND EL FEET <br /> ����\ -S�\-...... ..... . .... ...... '.� 7`'-�_'"''"`�"' "�r'. �:•ti;. . ? .i--s2es---" PROPOSED GROUND SURFACE CONTOURS AND EL, FEET <br /> \\\ - <br /> C � � �/ .�\ \• \��...::r:.�::r..�:::' .^v_._:... � .�..;."..:..:�:�::'.:::::::.. ..:...:........:.....::....:-::'::..:......:. .�.....::-..'-:.::��::::: is��� --- - DAYLIGHT LINE <br /> IIII � \ ��� \. \,\ ..• '.:•'.::�:r'::.'�a::•:i'.:::'�:�`�:: ti-'..�;:��:'�:_.�:,:::::.�" ..:"...::"....'-"::::...:.:......�,!'.... .. �`•'..,\'��.�,:�.�,... .:�\••. . :�':f�t'..:"....:".......:'...... /` � EXISTING UNIMPROVED ROAD/TRAILS <br /> _...... ...... \�:'::�'::'."::. ...................... ... .... .. \;�;•:�-� '�-'•''�_-.. >�: POND LINER 80 mil SINGLE-SIDED TEXTURED <br /> r.. .:::::.:•::.'.'-^.v:.d" ..r.:....: ..:: ` �'.:.. •.... ,._.. �'" -•-'..-,�-." <br /> -` \ -� �� :'.i"i:."rrr.7::... •. .: (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE <br /> 'y.. ......:: .. ..... -`:.-.•.•�:::::.:':::.:'^....::-•.': .... : `�-,.��' --�" <br /> s $ Lu <br /> FUTURE MILL AREA <br /> i 6 <br /> r <br /> __. \. . ....... .. . <br /> ....... ...\. ... .... '.::i. -'1;: 'PIPE INLET ,fit -'---}:..�: ---� �� 'AN"..:...!:...:'::.t'„'....,.':: WATERSHED AREA (SEE NOTE 2) <br /> mm <br /> , NOTES: <br /> 1. LOB HAUL ROAD TO BE PER ELEVATED TO DRAIN TO THE EAST SIDE OF THE ROAD.. <br /> 1' ) ' �Zs PIPE ENERGY 2. 100-YEAR, 24-HOUR STORM PRODUCES A Q=110.9 CFS. <br /> 3. SEDIMENT POND HAS A CAPACITY OF 350,872 CUBIC FEET, <br /> WHICH WILL HOLD 2x 10-YEAR, 24-HOUR STORM. <br /> 4. CC&V WILL USE PUMPS TO EVACUATE THE SEDIMENT POND <br /> 7Giti UNTIL SQUAW GULCH VLF IS BUILT. AFTER SQUAW GULCH <br /> 'W VLF IS BUILT THE POND WILL DRAIN INTO SQUAW GULCH <br /> VLF. <br /> aJ <br /> 5. THE PROPOSED OUTLET ENERGY DISSIPATER WILL BE A <br /> / 'PRECON IMPACT BAFFEL 4' OR APPROVED EQUIVALENT <br /> STRUCTURE. <br /> � 6. THE EMERGENCY SPILL WAY IS DESIGNED TO PASS THE <br /> 100-YEAR, 24-HOUR STORM. <br /> 7 THE DDRAIN 24 HPIPES ARE OUR STORM SIGNED TO PASS THE <br /> , If / <br /> I , <br /> I �!�?��f�� ll�l Iili �,� •� a s <br /> I � ;i ' I �`�,�� i � t.\ � , rye• <br /> �0 <br /> AMC <br /> WIL <br /> 1 <br /> CLIENT <br /> CRIPPLE CREEK & VICTOR <br /> REFERENCE: GOLD MINING COMPANY <br /> EXISTING GROUNL TOPOGRAPHY'WAS CREATED BY COMBINING THE FOLLOWING FILES 100 0 100 200 FEET PROJECT MILL SITE EARTHWORKS <br /> RECV FROM FORESIGHT WEST SURVEYING,INC.: <br /> SQUAW GULCH BASE:TOPO-PHASE 1 - REV$EDDWG <br /> LL (RECV MARCH t4,2010) TFNE <br /> SBt SQUAW GULCH ErtSE TOPO - PI-E 2.OWG <br /> (RECV APRIL 24,2010) <br /> CONCEPTUAL LOB HAUL ROAD <br /> SQUAW GULCH BASF TO -PHASE�DWC <br /> (RECV MAY 4,20101, <br /> CCV'EOPO EXPANSION 12--29-10 NORTH AREA.O.G STORMWATER <br /> (RECV JANUAMANAGEMENT <br /> RY 13,2011) 0 8/16/12 ISSUED FOR CONSTRUCTION JNM <br /> CCV TOPO EX, <br /> 01-28-11 SOUTH at_DWG TJK <br /> (RECV JANUARY 28.2011) DISCLAIMER DESIGNED BY TJK CHECKED BY JNM <br /> SF167 TOPO 7-07-ii.DWG AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br /> (RECV JULY 11.2011) USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br /> VLF2 TOPO EXPANSION 8-05-11.DWG EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH DRAWNameo BY TJK APPROVED BY JNM <br /> (RECV AUGUST 9,2011) TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING No REV <br /> 090RECVOMO E-TOPO <br /> 2PO FROM CCBV}G ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S <br /> C7 SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. 74ZO1 ZSKM i O A500 0 <br />