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

LEGEND:
-
_ �,�� — EXISTING GROUND CONTOURS
11 1 I' - - >>.�i)' 1, A/ PHASE 2A GROUND CONTOURS
N (I I � // �� EXISTING PHASE 2 ' }
jl� i1i l CHANNEfER DIVERSION I,+ �� 't`�1 /// ISOPACH CUT CONTOURS
��: ISOPACH ZERO CONTOUR
i
ISOPACH FILL CONTOURS
l U {
\\ f' �� EXISTING ROADS/TRAILS
EXISTING PHASE �� �0050' BENCH � � X � — i f � -��! /
2 SEDIMENT J ��`- ISTING �" u I /
/ PERIMETER \ 3\ '� % fp ��J EXISTING DRAINAGES
POND _ ACCESS ROAD, A-� �` 1��� �l b _' ------ SQUAW GULCH VLF PHASE LIMITS
N COVER
11 �. LL STOCKpI 4 i
9950' BENCH
-'�'—PHASE 2A SQUAW i + ' 1 � �� ! �! .' ` 1. FOR INFORMATION ONLY.
�1 I '�-i�,i/,rn� GULCH VLF +�l �I 11� ��, 1���/ s !
I it 2. THE ISOPACH SHOWN REPRESENT THE DIFFERENCE IN
���/ �I. 1 ! << ��r SQUAW GULCH OSA
ELEVATIONS BETWEEN THE PROPOSED PHASE 2A
N 56aoa 9850' BENCH GGROUND CONTOURS ROUND CONTOURS.AND THE 2017 FLYOVER EXISTING
�1' 1i — \ —
9750' BENCH �y I �1� \ �� �, ����,
EXISTING PERIMETER � 9 _ 5 i+ + h I !I' `� 1' 1 y���-/'j�� 1�r � 3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER
ACCESS ROAD o / _ + �I� I
.o � I� � 1� ! -j� FILL WITHIN THE GEOMEMBRANE LIMITS AND FINISHED ELSE.
GRADE EVERYWHERE ELSE.
EXISTING 4. THE GEOMEMBRANE LIMITS IS SHOWN ON DRAWING A50
�h t
TOPSOIL
STOCKPILE 5. ALL FINISHED SLOPES WITHIN THE GEOMEMBRANE LIMITS
SHALL BE SHALLOWER THAN A 2H:1V SLOPE OR
1.51HAV SLOPE OUTSIDE THE GEOMEMBRANE LIMITS,
� �� ���� UNLESS APPROVED BY THE ENGINEER OR THE OWNER.
�, �, , a
\ 6. IN AREAS WHERE 1' OR LESS OF CUT IS REQUIRED TO
EXISTING � ;� `�` ' I + . ��:v J � '_�
RANDOM FILL � � RAMP TO gE � ���,� '. �I t � \� � `� � �-�,
STOCKPILE 1 REMOVED \�� 1 \ ��\ �� _�=�� ACHIEVE THE PROPOSED SUBGRADE SURFACE ELEVATION
WITHIN THE GEOMEMBRANE LIMITS, THE EXISTING
NATURAL GROUND SURFACE CAN BE CONSIDERED TOP
OF SUBGRADE WITH THE APPROVAL OF THE ENGINEER
OR THE OWNER.
`�
PROPOSED ` �:' ```� `�OtL \` \ \ 7, IF EXCESS CUT IS PRESENT AFTER THE MASS
,. _
PERIMETER = o EARTHWORK IS COMPLETED, THE CONTRACTOR CAN
ACCESS ROAD �1 \\ �r✓ 10;t EACH
SPREAD AND COMPACT THE EXCESS MATERIAL AS
7 fN , / 1 ( �� ��.��✓✓ v o` �_ \ ,' \ RANDOM FILL WITHIN THE SHALLOW AREAS OF THE PAD
\ � oz \\ AS DIRECTED BY THE ENGINEER.
- - 1
LE MATERIAL
CH
y � 0 NOTRBE ANDEUSED AS NRANDOMABILL WILL BE HAUILED 0 F
vv�.
PHASE 1 / ��� � \ THE PAD AND STOCKPILED IN AN AREA PROVIDED BY
_�� '/ �!� �� �'RV A THE OWNER.
SEDIMENT \
n POND � - \ 9. THE CONTRACTOR SHALL PLACE FILL ON THE EXISTING
HAUL ROAD AND IN THE EXISTING ROADSIDE DITCH TO
PROMOTE POSITIVE DRAINAGE A MINIMUM OF 2%
g8 SLOPE) TOWARDS THE EXISTING PHASE 1 PAD.
� I
` EXISTING HAUL RO So-(SEE NOTE 9)
Af2 �� I
m EXISTING PERIMETER I
ACCESS ROAD \ \ \ = _ —`—g77 _ EXISTING HAUL ROAD Nl� I
QUArW ING GULCH VLF PHASE I
s725
N spa
'9 Q l
o I g650
i
/ / /
u N 56000 I i / / i / //// • ��
lk
Q 757Qo 0,C
......... (7
0 200 400FEET
c�
s
N APPROVED BY: DISCLAIMER �� CLIENT CRIPPLE CREEK & VICTOR
o JNM NEWFlELDS PRODUCED THE INFORMATION PRESENTED . ewFietds GOLD MINING COMPANY
o CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT
JNM TECHNICAL INFORMATION AND EXPERIENCE. SQUAW GULCH VLF PHASE 2
H
RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY
DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
u -Iz-zoI ISSUED FOR CON51RUC170N �� JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FILENAME
o
THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2A SQUAW GULCH GRADING 0106.027.019M
a DRAWN BY: AND WITHOUT ANY LIABILITY OR LEGAL PLAN ISOPACH I DRAWING NO. REVISION
ate' REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFlELDS. A46 0