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,��\:" � LEGEND:
<br /> i.- . ^ " - � �Z ` EXISTING GROUND CONTOURS (2017 FLYOVER)
<br /> N se000� l r;,i � _� __ '-� P EXISTING PHASE 2 i { / 1,'_
<br /> PERIMETER DIVERSION
<br /> _ CHANNEL AS-BUILT PHASE 1 TOP OF SLF GROUND CONTOURS
<br /> -------- \/ \\' PROPOSED PHASE 2A GROUND CONTOURS
<br /> EXISTING PHASE 2 �� ��_ EXISTING PERIMETEr �; �i EXISTING ROADS�TRAILS
<br /> SEDIMENT POND PROPOSED LEAK'D`E ECTI � ACCESS ROAD f
<br /> i A TRENCH (SEE NOTE'} ���� � '� . �� ilr I ��� % ���� EXISTING DRAINAGES
<br /> EXISTING LEAK �� �� `� \�% ! 1��� �;`r�l� —————— SQUAW GULCH VLF PHASE LIMITS
<br /> DETECTION OUTLET: - - /
<br /> N 58,385.28 EXISTING LEAK `\ � —� ��� \�l����fil��� — — — — EXISTING LEAK DETECTION
<br /> E 39843. 9' `( \ —�.�f ��f� '\ I+I`III I`li
<br /> DETECTION INLET: J }\
<br /> N`58,333.80 � � �„t �j � � ' — — — — PROPOSED LEAK DETECTION
<br /> ELEV 9843.19'" 10.050' BENCH t ���
<br /> � E 34.708.94 J ELEV 9839.82' i l D, , vER
<br /> ,�LL r ���,� - - - - EXISTING UNDERDRAIN
<br /> t� socK�l 1 �1 � ���I�I (���-
<br /> �, ���� PROPOSED SECONDARY UNDERDRAIN
<br /> EXISTING � N ? ► II 11 ','�/ `Ii� � ���� ��\\
<br /> NOTES:
<br /> UNDERDRAIN OUTLET: A88 V
<br /> N 58,017.23
<br /> E 34.605.2 Y I I 1 �� , j I 1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL
<br /> ELEV 9771, SQUAW GULCH OSA WITHIN THE GEOMEMBRANE LIMITS AND FINISHED GRADE
<br /> EVERYWHERE ELSE.
<br /> N 58000 _ - A8U I,I --
<br /> F' 2. HE GEOMEMBRANE LIMITS IS SHOWN ON DRAWING A50.
<br /> EXISTING PERIMETER
<br /> ACCESS ROAD A60 A64 \ � � JJ '�I I� j",' 'osO 3. ALL FINISHED SLOPES WITHIN HE GEOMEMBRANE LIMITS SHALL
<br /> BE SHALLOWER THAN A 2H:1V SLOPE OR 1.5H:1V SLOPE
<br /> EXISTING / CON E \� J, I 'o OUTSIDE HE GEOMEMBRANE LIMITS, UNLESS APPROVED BY HE
<br /> TOPSOIL U D � I , I�II',11 {; 10 ENGINEER OR THE OWNER.
<br /> srocKPl DWG A60 �� � � � � � , s
<br /> 4. IN AREAS WHERE 1' OR LESS OF CUT IS REQUIRED TO ACHIEVE
<br /> THE PROPOSED SUBGRADE SURFACE ELEVATION WITHIN THE
<br /> p/
<br /> EXISTING
<br /> �,�� 'ono GEOMEMBRANE LIMITS, THE EXISTING NATURAL GROUND SURFACE
<br /> ���! > >
<br /> •, �- \\� A os s � CAN BE CONSIDERED TOP OF SUBGRADE WITH THE APPROVAL
<br /> XI TIN 1 7 7 %� \ s
<br /> E S G N 5 01.93 �� �� .�� ° OF HE ENGINEER OR THE OWNER.
<br /> /A� `
<br /> RANDOM FILL � I
<br /> STOCKPILE j,, 96" ELEV 9727.00 j/ \ ��V Pros ` �._ 5. IF EXCESS CUT IS PRESENT AFTER THE MASS EARTHWORK IS
<br /> EXISTING LEAK" �� � ��' � A� Os� COMPLETED, HE CONTRACTOR CAN SPREAD AND COMPACT THE
<br /> 1 � DETECTION QUTL . � �� EXCESS MATERIAL AS RANDOM FILL WITHIN THE SHALLOW AREAS
<br /> N 57,00 ' � � L �
<br /> efisc 1 , E 35,569. .' �'.\ OF HE PAD AS DIRECTED BY HE ENGINEER.
<br /> PROPOSED / \ `ELEV 9819.5J , \ s� 6. OVERSIZED AND UNACCEPTABLE MATERIAL WHICH CAN NOT BE
<br /> PERIMETER ACCCEOSASD I `, \ ;``\��` �'��` \' \ USED AS RANDOM FILL WILL BE HAULED OFF THE PAD AND
<br /> Ir 962 - STOCKPILED IN AN AREA PROVIDED BY HE OWNER.
<br /> N 57000 I \ \�`` --- _ \ 7 ROAD CAND IN HE EXIONTRACTOR STING G�ROADSIDE DITCH TO EXISTINGCE FILL ON THE HAUL
<br /> -- --60°-�--- �_ �-_ -;K� ,, \ ��,., �� �� POSITIVE DRAINAGE (A MINIMUM OF 2% SLOPE) TOWARDS HE
<br /> PROPOSED LEAS( DETECTION `� � �� EXISTING PHASE 1 PAD.
<br /> TRENCH (SEE NOTE 8) N \•
<br /> EXISTING \ \ A88 \\� o° 'o°.s \ 8. WHEN CONNECTING H PROPOSED H O
<br /> o PHASE 1 \�\ °o\\\' P \� HE EXISTING LEAKDETECTION TRENCH, DETAIL PRONCA68.
<br /> SEDIMENT D
<br /> POND A80 °o ss�s
<br /> EXISTING LEAK — �O
<br /> 9s ° DETECTION INLET:EXISTNG
<br /> EXISTING PERIMETER I �° ° SECONDAIRY \ N 56,802.35 \ A62 J- ` I� \, \
<br /> ACCESS ROAD I \, UNDERDRAIN 1 E 35,584.60 \ ,\ \� \
<br /> ELEV 9812.55 \ I G R
<br /> IX G PHASE 1 �- —
<br /> o I ^ry oo / SQUA GULCH VLF
<br /> N —\i °^ ^�o / . EXISTING LEAK
<br /> o ` ��j� °h ry° / DETECTION
<br /> a N 56000
<br /> i
<br /> h /
<br /> 0 / I V
<br /> o I / a b low m m a o� rn » o A a ° �— o i f •:� ! S
<br /> a \ � °j � \` sr 9450
<br /> -��
<br /> - 0 200 400 FEET S�olv�►t.
<br /> s
<br /> N APPROVED BY: DISCLAIMER ;• CLIENT CRIPPLE CREEK & VICTOR
<br /> o JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED .N ewFields GOLD MINING COMPANY
<br /> i° 1MONr PRIVEED r, 12=LYC eA�k - Z 'a, 20 CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
<br /> o HE> L, wu -�Les uu a+ __c�- crw.,',n6 JNM TECHNICAL INFORMATION AND EXPERIENCE. PROJECT SQUAW GULCH VLF PHASE 2
<br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY
<br /> +acr+r PRWGE,*HE =va :_ —>E DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
<br /> IE�c N sE.r.z� z 6 + LE .��_E. r YE-. JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLETNME
<br /> O 9-12-2018 ISSUED FOR CONSTRUCTION JHP JNM THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.017M
<br /> j DRAWN BY: AND WITHOUT ANY LIABIUTY OR LEGAL PHASE 2A GRADING PLAN DRAWING NO. REVISION
<br /> a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWRELDS. A40 O
<br />
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