2019-09-30_REVISION - M1980244 ‎(5)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 9/30/2019
• Doc Name: Request for Technical Revision
• From: CC&V
• To: DRMS
• Type & Sequence: TR118
• Email Name: TC1
• Media Type: D
• Archive: No

N 59000 _ a 0
o O
Y
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EXISTING PHASE LEGEND:
PERIMETER DIVERSION / � � � !�� EXISTING GROUND CONTOURS
1l
A NEL - �( AS-BUILT PHASE 1 TOP OF SLF GROUND CONTOURS
N r, z sr�._� r r11� l
'Iq �1(71„ — �� �. `` ,\? p� ` � / PROPOSED PHASE 2B GROUND CONTOURS
IiTING'pHAS� �I �� PHASE 2A GROUND CONTOURS
2 S IMENT - i A60 \ I({ o
POND � � �i�.� �` � �Ql�� � � � � / - EXISTING ROADS/TRAILS
EXISTING DRAINAGES
DRAIN COVER / � � � � � ; -------i �1 SQUAW GULCH VLF PHASE LIMITS
� SILL STOCKPILE \
% 4 EXISTING LEAK DETECTION
82
PHASE 2A LEAK DETECTION
—
,� PHASE 28 LEAK DETECTION (SEE DETAIL ON DWG A68)
EXISTING UNDERDRAIN
N 58000
—
I PHASE 2A SECONDARY UNDERDRAIN
EXISTING IIFII'111�AccEss ROAD - I �r � � .al a � NOTES:
9750' BENCH ' �({ {( � �'
1 �� �� A60 N � �� I m 1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL
EXISTING ,� 1r0 WITHIN THE GEOMEMBRANE LIMITS AND FINISHED GRADE
TOPSOIL �� jj A88 l�/'
t EVERYWHERE ELSE.
STOCKPILE j/1
V pro 2. THE GEOMEMBRANE LIMITS ARE SHOWN ON DRAWING A50.
+� 11
- ?C�---� — �' ( o'
EXISTING a •� ° p �\ 3. ALL FINISHED SLOPES WITHIN THE GEOMEMBRANE LIMITS SHALL
/ $ ` ' BE SHALLOWER THAN A 2HA V SLOPE OR 1.5H:1 V SLOPE
RANDOM FILL \ / I I (� ��= r �1 \ '�c( OUTSIDE THE GEOMEMBRANE LIMITS, UNLESS APPROVED BY THE
STOCKPILE 901 / I ! ' I'I � \ \ �p\ ENGINEER OR THE OWNER.
` N \ 4. IN AREAS WHERE 1' OR LESS OF CUT IS REQUIRED TO ACHIEVE
r965 THE PROPOSED SUBGRADE SURFACE ELEVATION WITHIN THE
PROPO!5F1) / \ ` , \ i \' `_ \ �\ i�Z GEOMEMBRANE LIMITS, THE EXISTING NATURAL GROUND SURFACE
PERIMETER ACCESS \ ` \ ` \ \ 7 CAN BE CONSIDERED TOP OF SUBGRADE WITH THE APPROVAL
ROAD �2 \, \\ E 2B SQ \ \\�?�` .. OF THE ENGINEER OR THE OWNER.
9 MULCH VLF �•� \ \_
5. IF EXCESS CUT IS PRESENT AFTER THE MASS EARTHWORK IS
\ COMPLETED, THE CONTRACTOR CAN SPREAD AND COMPACT THE
\
N 57000 ___---;,`` EXCESS MATERIAL AS RANDOM FILL WITHIN THE SHALLOW AREAS
a OF THE PAD AS DIRECTED BY THE ENGINEER.
EXISTING �� 6. OVERSIZED AND UNACCEPTABLE MATERIAL WHICH CAN NOT BE
PHASE 1 \ \\ e \ USED AS RANDOM FILL WILL BE HAULED OFF THE PAD AND
�SEDIMENT \ - ``>z � � m � �s '� `` \ STOCKPILED IN AN AREA PROVIDED BY THE OWNER.
POND °
�s , �, + 7. THE CONTRACTOR SHALL PLACE FILL ON THE EXISTING HAUL
ROAD AND IN THE EXISTING ROADSIDE DITCH TO PROMOTE
POSITIVE DRAINAGE (A MINIMUM OF 2% SLOPE) TOWARDS THE
EXISTING PHASE 1 PAD.
m EXISTING PERIMETER ��° �� S° s \ \, \ ____ y EXISTING HAUL ROAD I
o ACCESS ROAD
\ _'� — �_- (SEE NOTE 7) Hjr
v
-� �•
i — Sq -
m � n
i
AID v
o / rnh n" 1 \ 1 / ' PROPOSED LEAK ✓
\ / 0 1 DETECTION MANHOLE
e I A �// ati io m m yhl A, DETAIL M DWG A68) Q,Q ..•,�1�
a bo9 9y 9qs .
\ / r° 2S O �,.•� },•••.
N
> 0 200 400 FEETS;O.•...••�
- NAI•
N APPROVED Eff' DISCLAIMER CLIENT CRIPPLE CREEK & VICTOR
JNM NEWRELDS PRODUCED THE INFORMATION PRESENTED .®1��ewFields GOLD MINING COMPANY
MONT PROVIDED T4E 2017 FLYOVER DATA TO NENFFlEDS ON DEC. 14, 20 CHECKED RY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
PROJECT
o ,v THE FOLLOWING FILES: "MM naeOa_r,Ro_?I..-9n«:•-nnaLDwc'own JNM TECHNICAL INFORMATION AND EXPERIENCE. GULCH VLF PHASE 2
� 'uMn3eea_TOPa Plan-sneer2-r�ooLDwc' RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY SQUAW
DEswem BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FILENAME
° 0 -12-201 ISSUED FOR CLIENT REVIEW jjjp jNM THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.018M
DRAWN er: AND WITHOUT ANY LIABILITY OR LEGAL PHASE 2B GRADING PLAN DRAWING NO. REVISION
REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A44 0