2021-06-14_REVISION - M2012032 ‎(3)‎

• Permit No: M2012032
• IBM Index Class Name: REVISION
• Doc Date: 6/14/2021
• Doc Name: Decision Date Extension Request
• From: Ouray Silver Mines, Inc.
• To: DRMS
• Type & Sequence: TR12
• Email Name: LJW
• Email Name: ACY
• Media Type: D
• Archive: No

NOTES:
4 2 3 4 5 1. SURFACE STABILIZATION OF NEW ROCK CUTS IS
12'-0" 55'-7" 18'-5" 11'-4" REQUIRED. DESIGN AND APPLICATION BY OTHERS.
I
4--
V-10" 14'-6" 9'-6" A 'X
-
o
,7 o
MINIMUM TUNNEL CLEARANCE _ _ _ N
(FULL LENGTH) FOR NEW B
BRIDGE CRANE
I
:l
< NEW ROCK CUT 29-9" 0
I
N
nPRIMARY CRUSHER FEED CONVEYOR 200-CVB-01
0
a
N T.O.C. EL. 10646'-9" NOMINAL NEW ROCK CUT
NEW ROCK CUT (BELOW)
Cl;
4 SECTION: MINIMUM TUNNEL CLEARANCE - - I v
INTERSECTION BETWEEN Vy
CONVEYOR AND RAIL
CENTERLINES APPROXIMATE
a
� EXISTING
R
X�. _ = DUMP POCKET
o v
RAIL
EXISTING CONCRETE WALL
i 11'-10" APPROXIMATE r' _ i.>/z�/l? % >` "`
EXISTING ORE
5'-3" DUMP POCKET =/�i ice` s v 22 7" NEW ROCK CUTS (BELOW)
7,-5"
g s"t NEW ROCK CUT (BELOW) 1 PLAN: NEW ROCK CUTS AT DUMP AND CRUSHING AREAS
RAIL
C N /
NEW ROCK CUT 30,-0" 82'-10"
0 0 �
m o
N NEW ROCK CUT T.O. RAIL EL. 10680'-1"f
n PRESERVE EXISTING 11 ..II i --- ----- - -- _ - -- --- -- - -
m o CONCRETE WALL
NEW ROCK CUT BELOW \ \ \�\� '..
v � ���
� � A � �'�� ��V � \�.� � ����A �A`> A� � V A
EXISTING CONCRETE WALLTHE
V ROJECTI HAVE BEEN PREPAREDS`v
in UTILIZING SPECIFIC MAKES AND MODELS
p OF EQUIPMENT. IF THE FINAL
EQUIPMENT
QUIPCONSTRUCTIONDIF
FERS SELECTED
FOR
THE
o _
EQUIPMENT USED FOR THE DESIGN,
E
THE CONTRACTOR IS RESPONSIBLE FOR
A
THE ENGINEERING AND DESIGN OF
MODIFICATIONS REQUIRED FOR A
COMPLETE AND FUNCTIONAL
A , INSTALLATION AND FOR ENSURING THAT
\\� v
i z a THE PERFORMANCE REQUIREMENTS OF
i
Z 2'-0" NEW ROCK CUTS � i
c� /�l EXISTING '/' THE PROJECT ARE MET.
TUNNEL TO v"o , ..
m m i U) j CRUSHING
C
/ Q00 Lic AREA
P
o w o VO��Gp'TT AriC;
Z
Et
!y f
m •. T.O.C. EL 10646'-9" NOMINAL
;1 J -
3 3 SECTION NEW ROCK CUTS AT DUMP AND CRUSHING AREAS 9 �' 2 SECTION: NEW ROCK CUTS AT DUMP AND CRUSHING AREAS
Ali-
ISSUED FOR CONSTRUCTIO
CLIENT 7617 —1. Project Office: Scale AS SHOWN PROCESS PLANT UPGRADES BARK PROJECT No.
BID ——— za n ———— BARK ENGINEERING CO. M° 3/8/T7
$ CONSTRUCBON — 7B 17 17O SOUTH MAIN STREET Dmwn 06 46-1001.00
w a - --- --
—BARK OAK OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No.
— —— — ——— SALTELA�icE CITY, UT 84101 Checked PGJ OURAY, COLORADO
0 0 DAK PGJ DSM 4 28 17 ISSUED FOR CONSTRUCTION A B C. 0 1 2--MBAR
Neadguarters: Ph: 1-800-632-2277 Designed OAK GENERAL ARRANGEMENT — PLAN DWG. No. REV. N0.
RELEASED Minneapolis,Minnesota Fax:[phone] AT UM AN CRUSHING AREA To FOR Ph. 1-800-632-2277 Approved NEW ROCK CUTS DUMP D G EA
NO. BY HK APP DATE REVISION DESCRIPTION / DATE RELEASED www.tarr.com DSM 200—GA-009 0