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

EXISTING PHASE 1 PROPOSED PHASE 2
P PAD
FUSION OR EXTRUSION WELD 80 mil DOUBLE SIDED TEXTURED 2 MINIMUM DRAIN COVER FILL / 1
( EE NOTE 1 LLDPE GEOMEMBRANE % MIN / 2
0 0 0 0 ,�„�..�..�.--••—••— `••--�••,�"�,��__. 2:1 MAXIMUM ON SLOPES
0 0 0
o°o j?'// 1 1' MINIMUM SOIL LINER FILL PREPARED SUBGRADE
' 2.5 EXISTING ROADSIDE DRAINAGE DITCH
TO BE BACKFILLED WITH RANDOM FILL
H H HAUL ROAD LINER TIE IN
A40 A44
C
/N
20' MINIMUM 15' MINIMUM 2' OTES•1. WHEN THE CONTRACTOR TIES THE PROPOSED
2 80 mil DOUBLE SIDED TEXTURED LLDPE
1 GEOMEMBRANE INTO THE EXISTING
15' PERIMETER GEOMEMBRANE, THE FOLLOWING STEPS SHOULD
�- i� ACCESS ROAD BE TAKEN:
1.1. CUT THE EXISTING GEOMEMBRANE LINER AT
THE TOP OF THE ANCHOR TRENCH.
1.2. BASED ON FIELD CONDITIONS, FUSION OR
o ooa°D oao oan / li —`� EXTRUSION WELD THE TWO GEOEMBRANE
-FUTURE ORE SURFACE
TOGETHER.
\ / ' 2. TO BE INSTALLED BY CC&V AT A FUTURE
DATE.
C SAFETY BERM BARREN PIPE DIA. VARIES (BY
1.4\ MECHANICAL CONTRACTOR)
6
A60
.{ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 aOG° O°O�D .'•,/ �/ /{�-
o o o o o o o o o o o c o 0 o 0 0 0 o
\
m rJ'� o 0 0 0 0 0 0 o o O o 0 0 0 0 0
o a o o c 0 o 0 o o a a a o 0 0 0 0 0 0 0 0 e 0 0 0 e 0 O p 0 0 0 0 0 p 0
�N O O O O O O O D O a 0 0 0 0 0 a 0 D O D 0 0 0 D p 0 �• / /
( O°0°O°O°° O°O O O°O O°° O°00°°O O O 0°0°0°0°0°0°0° p0
N O O O O O O O O 0 0 0 0 0 0 0 0 O o O p 0 p 0 0 0,•'. / / //
\ O O O a 0 0 a 0 0 0 0 0 0 0 0 0 0 0
ao 0 0 0 0 0 0 0 0 °0°.:, °n`%'�. 2' DRAIN COVER FILL
I o 0 0 o a o 0 0 0 0 0 0 0 0 0 o a o 0 o n J-.�•' / /
o o°o°o o°o°o o°p°o°o
o a 0 a, 0 o 0 0 o a 000000,000 °o p oo a o a o a o 0
0 0 0 o o 0
0 0 0 0 0 0 0 0 0 0 0 0 0 - o o a D o 0 0 o a q% / /// /
0 0 0 0 0 0 0 0 0 0i` 1' MINIMUM SOIL LINER FILL
a o a o 0 0 0 0 0 0 0
DRAIN COVER FILL BENCH '0°00000 0000000°0°
0 0 0 0 0 0 0 0 0 O •/•'/// //
ao o- > n a o 0 0 0 0 0 0'o c -
O O O O O o 0
1.5 0 0 0 0 0 0 0 0 0 o a D n°o o � ,i•' //
0 0 o a o 0 0 0 o a o 0 0 0 o a o o ° /•
i l�o 0 -
cn o e o e o 0
3 0 o°o°e o o°o° o 00 o°oppoo o �'
\-PREPARED SUBGRADE •••
O p O .•�` i
./ •� 37571
d •�• �80 MIL DOUBLE SIDED TEXTURED LLDPE GEOMEMBRANE
D�p'D'p' /• •
� 'oapoop
-000a yy,P-1; d J PIPE BENCH DETAIL SEE NOTE 2
A40 A44
APP DISCLAIMER CLIENT CRIPPLE CREEK & VICTOR
o JNM NEWFl ���
ELDS PRODUCED THE INFORMATION PRESENTED • ewFields GOLD MINING COMPANY
CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
o JNM TECHNICAL INFORMATION AND EXPERIENCE. PROJECT SQUAW GULCH VLF PHASE 2
w 2 -25-201 RE-ISSUED FOR CONSfUC110N ap 7NM RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY
t -te-tot RE-ISSUED FOR CONSNC110N my nIy DESIGNED En: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FILENAME
° o -tz-zot ISSUED FOR CONSTRUC170N �p JNM THE DATA OR DRAWING SHALL BE AT USER'S RISK VALLEY LEACH FAC= SECTIONS 0106.027.015D
i DRAWN Tfi: AND WITHOUT ANY LIABILITY OR LEGAL AND DETAIIS SHEET 2 OF 2 oRAwING"°. NE`^e'°"
a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A62 2