|
o "r• .. * \. ` ' ; EXISTING GROUND CONTOURS
<br /> r<
<br /> PIT EXISTING ROADS/TRAILS
<br /> 1
<br /> EXISTING FENCE
<br /> R
<br /> ,
<br /> EXISTING DRAINAGE
<br /> 10
<br /> IN
<br /> SQUAW GULCH VLF PHASE LIMITS
<br /> .I
<br /> a
<br /> II.
<br /> NOTES_
<br /> r
<br /> $Er
<br /> h - I
<br /> Y
<br /> . .'�, �, ,. - \� * ; � ; � a ,y �� � •� ��..' �_';�� � '' - `� ,; � � �Z:�,`•'.. 1. DRAIN COVER FILL STOCKPILE CONTAINS
<br /> ` ter.` APPROXIMATELY 8 cy OF MATERIAL,
<br /> � \ � ,-- � � `9 AS DETERMINED BYY A A SURVEY COMPLETED
<br /> )j ; \ -' 1 1 FORESIGHT WEST SURVEYING ON
<br /> OCTOBER 18, 2016.
<br /> �� r // gg w \. �\- „ � '' '�i�\ i.Y .:i\p,`�9�t '•`a� !'��%�r � '#\\ �`•, \� \ \ 2. THE SOIL LINER FILL STOCKPILE CONTAINS
<br /> N 6DGD0 s• fiifd l.G� r$ - , �.� ,,+ �... ,': a s4.. _, �\ \ APPROXIMATELY 137,000 cy OF PROCESSED
<br /> CLAY (AS„� r ', ,._ „�1 � � �� w`Q•. :,��� ��` � ',��. DETERMINED FORESIGHT SURVEYING ON NOVERMBER2 T 016) AND
<br /> �� `; _f, a .•�. s4 \'`_ 118,000 cy OF UNPROCESSED CLAY (AS
<br /> CONTRACTOR '" - try. + EAST CRESSON DETERMINED BY FORESIGHT WEST
<br /> LAYDOWN AREA ; UNPROCESSED SOII LINER 1 'fit: #« �
<br /> r..
<br /> 1' - FILL STOCKPILE (118,000 cy) � �PROCESSED SOIL LINER FILL ,,i` ) OSA \ SURVEYING ON JULY 24, 2018).
<br /> r`�.•—� ! STOCKPILE (137.000 cy)
<br /> � "t _� �4 "+ a.•Y? s'' ' ._- \ 3. CURRENTLY, THE SOIL LINER FILL
<br /> STOCKPILE IS APPROXIMATELY 60,000 c
<br /> `,��. � .e�► ` ,�� � � .. °+ ,<,. � "'*� � � � ���•r��;" 1"•"� SHORT OF THE REQUIRED VOLUME NEEDED
<br /> TO COMPLETE THE PROJECT. THE OWNER
<br /> ,( } SUITABLE MATERIAL
<br /> WILL BE LOOKING FOR SU
<br /> AS THE MINE DEVELOPS
<br /> e "
<br /> 3 -t_ ¢ s�• 1` SQUAW GULCH OSA COME FROM CUT MATERIAL ACQUIRED
<br /> 4. SAFETY BERM AND RAMP BORROWS ARE TO
<br /> -> \ �� , .� 4 f V �` ♦ .
<br /> 1 �• � 7
<br /> _ - \ /. i , �� rd ' f �. :;,•so u \ DURING PHASE 2 REGRADE.
<br /> FILL STOCKPILE
<br /> ' � f 5 THEMATERIAL WILL NEED TO
<br /> ' n -'- r s ^w--- . G BE IMPORTED:
<br /> t' V ', - - ��"`
<br /> s•Y " _- (870,000 cy) +"'.. .,ye .- A:�OP J �
<br /> > _ i� 41✓ � -"' '�► 1 �� 1 S' `� ^i �`_ 5.1. LEAK DETECTION FILL: 300 cy
<br /> �v f
<br /> +�` l" �� � '� ;,� �!. ,'� 5.2. UNDERDRAIN FILL: 250 cy
<br /> • o '
<br /> �r r,
<br /> vao�r PHASE 2A SQUAW GULCH VLF _ _ i6Jr31.` ��
<br /> TOPSOIL A TA LE
<br /> AND UNSUITABLE,. "� trc�^'.✓` � �* � _ _ `'t."i.�
<br /> AND OVERSIZE MATERTATR,�,,."
<br /> �\ - STOCKPILE
<br /> a PHASE 2B SQUAW GULCH VLF �� vp
<br /> 8 �
<br /> \ ;
<br /> ,
<br /> • v
<br /> No ► PHASE 1 SQUAW GULCH VLF
<br /> N _
<br /> ,� N ss000 • '
<br /> o ,�► _
<br /> • " ,
<br /> \ r # S.
<br /> �' :l: �:.I t` CRESSON PIT 0
<br /> feo
<br /> 01
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<br /> �i
<br /> x
<br /> N "> '`� `>�# � ;� jisa t t• ' j.�*e �' ,t f 7 0
<br /> -
<br /> {
<br /> �jrg� y
<br /> > 0 400 800 FEF l S70IVA11-�
<br /> s
<br /> In A111 ED er: DISCLAIMERCLIENT CRIPPLE CREEK & VICTOR
<br /> o JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED . ewFields GOLD MINING COMPANY
<br /> o CHECKED JNM O THIS TECHNICALNFORMATIONWING UGH THE USE OF AND EXPERIENCE.
<br /> AVAILABLE PROJECT
<br /> o RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY SQUAW GULCH VLF PHASE 2
<br /> DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
<br /> w JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FILENAME
<br /> o THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.029M
<br /> d 0 -12-201 ISSUED FOR CONSTRUCTION IRF JNN DRAWN er: AND WITHOUT ANY LIABILITY OR LEGAL PROJECT MATERIAL STOCKPILE AREAS DRAMING NO. I REV -
<br /> a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A15 0
<br />
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