2012-02-28_REVISION - M1980244 ‎(30)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2012
• Doc Name: CLOSURE DRAIN AND LVSC GENERAL PLAN
• From: CC&V
• To: DRMS
• Type & Sequence: AM10
• Email Name: TC1
• Media Type: D
• Archive: No

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1' SOIL LINER FILL
�I
L
J
e
K
11
j1 1
11 II
j1 1
RISER
5' DRAIN COVER MATERIAL
RE DRAIN
)XIMATELY 7
Sf.)
ZIMARY UNDERDRAIN
HAUL ROAD
50 0 50 100 FEET
100 mil SMOOTH LLDPE
GEOMEMBRANE
MATE LOCATION
THE DIATREME
LEGEND:
i ----'_ PROPOSED GROUND SURFACE CONTOUR AND EL, FEET
— --I PRIMARY UNDERDRAIN PIPE
CLOSURE DRAIN
/---�� DRILLED SHAFTS
NOTES:
1. SHAFTS SHALL BE DRILLED PRIOR TO
CONSTRUCTION OF THE CLOSURE DRAIN, WITH
A MINIMUM DIAMETER OF 8 INCHES.
2. SHAFTS SHALL BE EXTEND A MINIMUM OF 10
FEET INTO THE DIATREME
3. CLOSURE DRAIN SHALL BE CONSTRUCTED PRIOR
TO THE SOIL LINER INSTALLATION IN THE PSSA.
i'i 1 :i ,
PIPING SHADED
FOR
.;I ARI?Y REFER
TO
DRAWING A330
FOR
DE?AILS
RISER
5' DRAIN COVER MATERIAL
RE DRAIN
)XIMATELY 7
Sf.)
ZIMARY UNDERDRAIN
HAUL ROAD
50 0 50 100 FEET
100 mil SMOOTH LLDPE
GEOMEMBRANE
MATE LOCATION
THE DIATREME
LEGEND:
i ----'_ PROPOSED GROUND SURFACE CONTOUR AND EL, FEET
— --I PRIMARY UNDERDRAIN PIPE
CLOSURE DRAIN
/---�� DRILLED SHAFTS
NOTES:
1. SHAFTS SHALL BE DRILLED PRIOR TO
CONSTRUCTION OF THE CLOSURE DRAIN, WITH
A MINIMUM DIAMETER OF 8 INCHES.
2. SHAFTS SHALL BE EXTEND A MINIMUM OF 10
FEET INTO THE DIATREME
3. CLOSURE DRAIN SHALL BE CONSTRUCTED PRIOR
TO THE SOIL LINER INSTALLATION IN THE PSSA.
i'i 1 :i ,
100 mil SINGLE —SIDED TEXTURED
(TEXTURED FACE DOWN) LLDPE BOTTOM
GEOMEMBRANE
a
�. ,
l
/T ,.;:. .. - .- • _ice' /.. / j-� /.. j �7 7
3 SOIL LINER FILL
'/ '//� /� / /���/ / j �j /� //
1 1
2.5 j 2
_
3' UNDERDRAIN FILL
(MIN.)
12 oz /yd2 NONWOVEN GEOTEXTILE
PREPARED SUBGRADE
AJ CLOSURE DRAIN SECTION
360 NTS
C 1 9/01/11
B 1 6/24/11
ISSUED FOR PERMITTING
ISSUED FOR CLIENT APPROVAL
2' DRAIN COVER MATERIAL
3' LOW VOLUME SOLUTION COLLECTION FILL
1' SOIL LINER FILL
(CLIENT CRIPPLE CREEK & VICTOR I
GOLD MINING COMPANY
PROJECT
JNM TITLE
SNC
JNM
TJK
A 1 8/06/10 ISSUED FOR CLIENT REVIEW JNM
DS
DISCLAIMER
AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC.
SQUAW GULCH VLF
CLOSURE DRAIN AND
LVSC GENERAL PLAN
DESIGNED BY JNM CHECKED BY JNM
DRAWN BY DS APPROVED BY KFM
FILENAME DRAWING No REV
1125GM22 A360 C
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Kcv F,b(� a s
9, 201 )
'9628- c s�fG1II
l:I1.t
.�liiwvG
')8,
F01
I ��:
100 mil SINGLE —SIDED TEXTURED
(TEXTURED FACE DOWN) LLDPE BOTTOM
GEOMEMBRANE
a
�. ,
l
/T ,.;:. .. - .- • _ice' /.. / j-� /.. j �7 7
3 SOIL LINER FILL
'/ '//� /� / /���/ / j �j /� //
1 1
2.5 j 2
_
3' UNDERDRAIN FILL
(MIN.)
12 oz /yd2 NONWOVEN GEOTEXTILE
PREPARED SUBGRADE
AJ CLOSURE DRAIN SECTION
360 NTS
C 1 9/01/11
B 1 6/24/11
ISSUED FOR PERMITTING
ISSUED FOR CLIENT APPROVAL
2' DRAIN COVER MATERIAL
3' LOW VOLUME SOLUTION COLLECTION FILL
1' SOIL LINER FILL
(CLIENT CRIPPLE CREEK & VICTOR I
GOLD MINING COMPANY
PROJECT
JNM TITLE
SNC
JNM
TJK
A 1 8/06/10 ISSUED FOR CLIENT REVIEW JNM
DS
DISCLAIMER
AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC.
SQUAW GULCH VLF
CLOSURE DRAIN AND
LVSC GENERAL PLAN
DESIGNED BY JNM CHECKED BY JNM
DRAWN BY DS APPROVED BY KFM
FILENAME DRAWING No REV
1125GM22 A360 C