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N59000. L�? <br /> o• , � --1- ---�;�;- �-- ,-� �-,� _ LEGEND• <br /> Mt, <br /> EXISTING GROUND CONTOURS <br /> > w. ,,,i <br /> i l/ PROPOSED GROUND <br /> , I CONTOURS <br /> t �� / Z* or i f ;t �� -� EXISTING ROADS/TRAILS <br /> f <br /> i <br /> i <br /> NG <br /> NAGES <br /> PH.45E;2 f,. �`• oo ASISBIUILTDURNDERDRAIN <br /> SEDIMENT POND <br /> y <br /> (SEE, NOTE, 6) f ✓ /' i'. <br /> { AS-BUILT LEAK DETECTION <br /> to L <br /> 1 I FIG2 \ �' �� j 1 "�_,�,.� PHASE LIMITS <br /> i J �:! ''� `� g s '•� c� /o� 1 /—SG PROPOSED SEDIMENT LOGS <br /> SQUAW VLF v� <br /> F S "'� DIVERSION CHANNEL <br /> FIG2 _GULC-1 --sL `� v <br /> / SE 2 PROPOSED ROCK CHECK <br /> 1. /r _ _. _ o co _ �Z t �� �� DAMS <br /> r r j' --. - ,- <br /> f ,EXISTING - - o� PROPOSED SURFACE <br /> _—PHA <br /> ACCESS ROAD / <br /> , <br /> , <br /> ROUGHENING <br /> N 5800 1 r ! i .f--`1 <br /> J <br /> , <br /> t / J <br /> r <br /> S <br /> �r <br /> , <br /> ExISITNc NOTES: <br /> J / H �� PHASE-2 <br /> FIGS ' ` . DIVERSION` r `- v`v ' t 1. EXISTING CONTOURS SHOWN ARE <br /> r, r CHANN� \ t�� FROM THE AERIAL TOPOGRAPHY <br /> �FFLL�� <br /> DATED OCTOBER 12, 2015. <br /> 2. PHASE 1 DIVERSION CHANNEL <br /> (ROADSIDE V-DITCH) TO BE <br /> zn a I l l \ <br /> CONSTRUCTED ON THE UPHILL SIDE <br /> , <br /> OF THE HAUL ROAD. <br /> - <br /> - 3. SEDIMENT LOGS SHOULD BE <br /> = 'Y INSTALLED ALONG THE PHASE 2 <br /> , <br /> _ <br /> EXISTING PHASE 1 I J m { } \ - �'~ C - ` 2,;, \ _ BENCHES TO REDUCE THE <br /> DIVERSION CHANNEL FIG2 C _ SEDIMENT BEING TRANSPORTED <br /> z> „ t DOWNHILL <br /> FILL TO CREATE F st' _ �A <br /> - r <br /> A- <br /> GRADE BREAK - _ �\ <br /> PHASE, 1 -- ��., _ V � - �`�, 4. SEDIMENT LOGS WILL REQUIRE <br /> P ? IN THEHAUL-ROAD �� .; - ��''.:. i <br /> SEDIMENT POND ' - � s '�s� .� REGULAR INSPECTION/MAINTANCE <br /> (SEE-NOTE 6} - ; o -- --- s� - - AFTER STORM EVENTS. <br /> N 57000 \.. \\ ;``. \ AEA OF SUf _ <br /> 7 <br /> .__._ -._ ...__._ _. �.._:... .__ _.\ S. __A ROADSIDE <br /> ROUGHENING __ G _. J E.. ��, :� \: - �- - - -- 5. SURFACE ROUGHENING SHALL BE <br /> ROUG DET L C ON FIG 2- V DITCH_ `..,> <br /> p COMPLETED ABOVE THE PHASE 1 <br /> RIP \\ C (S\ AI '-- - FIG2 FIG2_ (SEF-NOTE 2} _ �.�\�,' _ DIVERSION CHANNEL. <br /> j EXISTING \ RO TELY — - c . <br /> CHANNEL~, \ SPACE �4Pe XI .. <br /> EVE 206', NG: <br /> i J SEDIMENT PONDS ARE DESIGNED TO <br /> CHAN FLOW E HOLD VOLUME THE TWO TIMES THE <br /> t i U \ ISEE DETAIL N,FIG \ \, <br /> 10 YEAR/ 24 HOUR STORM EVENT. <br /> r <br /> H ROAD - -- --- ------ 's `1, <br /> -HAUL ROAD <br /> - _ - '- - <br /> -._ „ AS BUILT-UNDERDRAIN ~ '2% TQ-DRAIN'TOWARDS <br /> ROADSIDE.V-DITCH- CEIV�(� <br /> _. _ r d <br /> - <br /> . 'AS-BUILF�CEAFC <br /> l; <br /> DETECTION TRENCH - I <br /> ! / % Si}A GULCH�O�--�Y - - <br /> r <br /> APRL\ Oe(AS OF 2 2016}, <br /> N 56000' fMINI <br /> i <br /> 7, 700 <br /> 0: <br /> 375 <br /> UD <br /> i r/ o i fir= �. <br /> � PSS ;l� �, � J�..._. � NAL <br /> U <br /> 0 200 400 FEET <br /> —� ■NewFields MEW NEWMONT MINING CORPORATION <br /> PRCUECi CRIPPLE CREEK & VICTOR GOLD MINE <br /> s <br /> SQUAW GULCH VLF <br /> Fl <br /> o T PHASE 1 TEMPORARY 106.0066 01 F <br /> STORM WATER MANAGEMENT <br /> a PLAN VIEW 0 <br />