2016-09-06_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 9/6/2016
• Doc Name: Request for Technical Revision
• From: Newmont
• To: DRMS
• Type & Sequence: TR82
• Email Name: TC1
• Email Name: WHE
• Media Type: D
• Archive: No

PHASE 2 SQUAW GULCH
VLF ROUGH GRADE
O O '� Y-"; _ z1.�: - it y,�•.','•`' i\.
EXISTING HAUL ROAD
EXISTING PHASE 2 0�000 ) v.' , '.k,f' :.� " �'_�,!_:;'.' :�%
SECONDARY UNDERDRAIN
9 5 .•s. 5` ;�` ; :; 77
PHASE 2 SQUAW GULCH EXISTING HAUL ROAD
VLF ROUGH GRADE
6" MINIMUM SELECT o✓� _d�= ev:r;. .2•'r ;ff•,_.+ ;. _.: .t
STRUCTURAL FILL �J9
12 Z OZ YD NON OVEN
� /°oc '.i- y�• �/.r r` .� MINIMUM~SELECT'
GEOTEXTILE " •STRUCTURAL FILL '.> yY• :w
EXISTING PHASE 2 f ✓ ;== ;. •` 1 � '
r•ic SECONDARY UNDERDRAIN EXISTING UNDERDRAIN
°o ,°`+ y" 'r.,`'i -1•'" 4'ti- TRANSITION FROM UNDERDRAIN FILL
EXISTING UNDERDRAIN PHASE 1 TO PHASE 2
TRANSITION FROM o `o a 12 OZ/YD2 NON—WOVEN
PHASE 1 TO PHASE 2 ado .may;' GEOTEXTILE EXISTING PHASE 1
SECONDARY UNDERDRAIN
UNDERDRAIN FILL °y EXISTING SECONDARY UNDERDRAIN AT PHASE 1 LIMITS — CENTRAL
EXISTING SECONDARY UNDERDRAIN AT PHASE 1 LIMITS — EAST
EXISTING PHASE 1
.� SECONDARY UNDERDRAIN
ROADSIDE
EXCAVATION OPTION #2 PHASE 2 SQUAW GULCH V—DITCH HAUL ROAD
VLF ROUGH GRADE (DETAIL B)
a ,Y :_ `• t. PHASE 2 SQUAW GULCH L/ LIGHT VEHICLE
f VLF ROUGH GRADE SAFETY BERM
-,C .;•i- :�t-.:,�^,<'�2:� (1.5• HIGH)
2 - ^r r - _ ;
o O �" _'s•�.Y t - \ •3!'`l--`/ o,/�'!:'��F'�o o G�o a���a'Y%r /, - +j_`- T _��wS°V:o i
EXCAVATE EXISTING SECONDARY
o^��•' _ •?�;`!"„';a`. \ ROADSIDE UNDERDRAIN AT ROADSIDE V—DITCH .� •o '-i;�',• >`
V—DITCH HAUL ROAD AND REMOVE EXISTING GEOTEXIILE ---�-3' CLAY PLUG
Q o c p (DETAIL B)
DAYLIGHT ROADSIDE V—DITCH o 0
TO UNDERDRAIN FLOWLINE EXISTING PHASE ^ . C
0 0 o- i;, ' i •�1 \ LIGHT VEHICLE (RETURN ROADSIDE V—DITCH SECONDARY UNDERDRAIN r ED
`'•" ( PROFILE AT 0.5% MIN.)EXISTING PHASE 2 ^aao = -+x' SAFETY BERM SECONDARY UNDERDRAIN 1.5' HIGH) �1
• °° .: \ �`. :;":.�; _H PHASE 1 SECONDARY UNDERDRAIN TERMINATION — CENTRAL SAP O 7 2016
ION
EXCAVATE EXISTING SECONDARY s•, .,�"',';j,_ `-r", ` y ;: ;' `-� p':
0o UNDERDRAIN AT ROADSIDE V—DITCH '�•'°--?�•`a:r^~.:';'�• .`'-`>S�'' iJ .i- F r' �` .'.• p ,
o AND REMOVE EXISTING GEOTEXTILE / L SyK
DAYLIGHT ROADSIDE V—DITCH 3' CLAY _„ �' 375 _3o TO UNDERDRAIN FLOWLINE PLUG o r +�_'S i`;',i; w; _,r "i '•` o"
(RETURN ROADSIDE V—DITCH
PROFILE AT 0.5% MIN.) a t` •': ,'z•y's�ti� <' 'T 0•
° ° •.•fit'JL!';'• •f sr- -•"!
i¢ EXISTING UNDER RAIN = '
r•
o TRANSITION FROM o% o o ;;:,y 4�,• '••....
PHASE 1 TO PHASE 2
0
cy
Q
EXISTING PHASE 1 c o
SECONDARY UNDERDRAIN
U
U � cuENT
ON TES: •NewFields NEWMONT MINING CORPORATION
G PHASE 1 SECONDARY UNDERDRAIN TERMINATION — EAST PROJECT CRIPPLE CREEK & VICTOR GOLD MINE
N FIGl SEE NOTE 1 1. EAST PHASE 1 SECONDARY UNDERDRAIN CLAY PLUG
TO BE CONSTRUCTED AT OWNERS DISCRETION. SQUAW VLF
E PHASE I TEMPORARY STORM WATER to6.oL06
TITL oaF
MANAGEMENT SECTIONS AND DETAIIS w.
a SHEET 2 OF 2 3O