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-
<br /> o, o
<br /> ems. ```' a ,.
<br /> IT +'l ® EXISTING GROUND CONTOURS
<br /> w
<br /> _ �••.i EXISTING ROADS/TRAILS
<br /> � P .«
<br /> �• � � � � �� � '_ �✓ EXISTING FENCE
<br /> ' \ (� \_ �' �',✓ EXISTING DRAINAGE
<br /> ,
<br /> • ,-
<br /> �`.:., � `��'-y�\, ¢ \ F� x 1� � � � ~�i'� _______ SQUAW GULCH VLF PHASE LIMITS
<br /> SIR,
<br /> c � .
<br /> ,
<br /> _, * .� '� '� � Tom' + i � �it/• ,: ,,1 i= v �:Y.�� ..., \� • �
<br /> 1 — -
<br /> �',_ 1. DRAIN COVER FILL STOCKPILE CONTAINS
<br /> APPROXIMATELY 870,000 cy OF MATERIAL,
<br /> �y A r1.
<br /> AS DETERMINED BY A SURVEY COMPLETE SURVEYING ON D
<br /> Y
<br /> BY FORESIGHT WEST
<br /> OCTOBER 18, 2016.
<br /> N s0000 _ i- ,�_,,,.�,�+' _' j�,, _,�..,__�_.r�,..,� � ��.;, .•. - , �} � - .. \ 2. THE SOIL LINER FILL STOCKPILE CONTANS
<br /> �
<br /> �l6 _ = r a +- s!'. \\\' APPROXIMATELY 137,000 cy OF PROCESSED
<br /> • 11� �w�:•�. ,, ; �i f l,y ... �1 CLAY (AS DETERMINED BY FORESIGHT WEST
<br /> ' ,. •• x 16) A
<br /> \`
<br /> CONTRACTOR r 1 t 118,000 INc ON
<br /> UNPROCESSED CLAY (AS D
<br /> l LAYDOWN AREA( �' UNPROCESSED SOIL LINER 1\ c f '+� c ," - EAST CRESSON DETERMINED BY FORESIGHT WEST
<br /> , 201 FILL STOCKPILE (116,000 cy) ~ �PROCESSED SOIL LINER FILL /i 1 OSA SURVEYING ON JULY 24 8).
<br /> STOCKPILE (137,000 cy)
<br /> f
<br /> 3. CURRENTLY, THE SOIL LINER FILL
<br /> STOCKPILE
<br /> APPROXIMATELY 60 c
<br /> ;- y .•� .,,. ""^ ` s ~` -�� SHORT OF THE REQUIRED VOLUME NEEDED
<br /> k�� r. �- • lr. . � `� �•. �f'fi' ►,` M-... ., TO COMPLETE THE PROJECT. THE OWNER
<br /> r �i' •
<br /> 7' WILL BE LOOKING FOR SUITABLE MATERIAL
<br /> AS THE MINE DEVELOPS.
<br /> 4'`a F '{ SQUAW GULCH OSA f ' �� s 4. SAFETY BERM AND RAMP BORROWS ARE TO
<br /> } � ,Q1 _ ,� COME FROM CUT MATERIAL ACQUIRED
<br /> DURING PHASE 2 REGRADE.
<br /> DRAIN COVER
<br /> y, `�))) �i°// �° # a \- � �...�-�-- - 5. THE FOLLOWING MATERIAL WILL NEED TO
<br /> FILL STOCKPILE +�� BE IMPORTED:
<br /> "� _ y ♦ { 5 2 UNDERDRAIN FILL
<br /> PHASE 2A S 250 00 cy
<br /> e
<br /> (870,000 cy)
<br /> UAW GULCH VLF �a �? � + j)? 3Y
<br /> 5.1. LEAK DETECTION FILL:
<br /> N 58000 t= Q `- '•s. t` ` Dt .. C
<br /> _75b,TIP
<br /> TOPSOIL AND UNSUITABLE wTR3.g
<br /> 1'
<br /> k r t AND OVERSIZE MATERIALS a. . 1, +•_. a
<br /> q STOCKPILE ♦,I" x` ry ,_._-`w
<br /> --.f � .•• - __`\`i` q.,. '� ��- - - .'A,' '� 1 1 ����..�ram......s .
<br /> Q
<br /> a ` PHASE 2H SQUAW GULCH VLF t
<br /> �a
<br /> x x j :r
<br /> M Y
<br /> r
<br /> t PHASE I SQUAW GULCH VILEo
<br /> o
<br /> N ss000
<br /> o' ti r'r !. / fir' _ `�1 �+ •`°.�� 4.,
<br /> �CS ON T PI
<br /> ,
<br /> a � s� a +y� �` ♦ i � 1 e r ! 1 ,I �` '� .} h.y v� � \ `' 1 � ar +>'♦ ��`
<br /> Illy
<br /> i Y' •"'..........
<br /> 7
<br /> _ 1
<br /> 757�
<br /> .� �> p:
<br /> y
<br /> M MILL ' „ t.
<br /> �
<br /> 4 si..•••......••'• (7
<br /> > At
<br /> 0 400 800 FEETo
<br /> o
<br /> N APPRUVED BY: DISCLAIMER = CLIENT CRIPPLE CREEK & VICTOR
<br /> o JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED .■wr ewFields GOLD MINING COMPANY
<br /> o CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
<br /> o JNM TECHNICAL INFORMATION AND EXPERIENCE. PROJECT
<br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY SQUAW GULCH VLF PHASE 2
<br /> DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
<br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLENAUE
<br /> 2 0 9-12-2012 ISSUED FOR CONSTRUCTION jRp •Nm THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.029M
<br /> DRAWN BY: AND WITHOUT ANY LIABILITY OR LEGAL PROJECT MATERIAL STOCKPILE AREAS DRAWING N0. RE oSI
<br /> m
<br /> a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A15
<br />
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