2017-02-21_REVISION - M1988112 ‎(2)‎

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 2/21/2017
• Doc Name: Request for Technical Revision
• From: Battle Mountain Resources, Inc.
• To: DRMS
• Type & Sequence: TR34
• Email Name: WHE
• Media Type: D
• Archive: No

E
/
SELECTBACKFILL:
/ t
EXISTING GROUND
3' TYPE 2
— 36' RIPRAP
— — — —
0 1
TYPE 1) ��� 2
O
15'
CHANNEL CROSS SECTION
END DETAIL (INVERT)
CHANNEL PROTECTION DETAILS @ STA 6+10 TO STA. 6+90
UPSTREAM OF NEW DROP STRUCTURE C1-5
15' EXISTING 15'
GROUND
24" TYPE 2 RIPRAP \
12" ROAD BASE 24" TYPE 2 RIPRAP
r12" ROAD BASE 24" ROAD
TYPE 3 RIPR
J -
PROFILE
5'
EXISTING GROUND AT
5'
2
CHANNEL CENTERLINE
EXISTING GROUND
MIN.
1
¢
� u_mi
m
F- ui
EMBANKMENT
PROPOSED CHANNEL GRADE
� —
i
_
i
TOP OF REQUIRED RIPRAP
ON SIDE SLOPES (5' HIGH)
2
EMBANKMENT,
TYPE 2 RIPRAP
PROPOSED
CHANNEL INVERT
SELECT BACKFILL
(TRANSITION ZONE AT
1
S=0.20%
TOP OF TYPE 3 RIPRAP)
/ 5' MIN.
i
TYPE 2 RIPRAP
TYPE 3 RIPR
J -
PROFILE
t���YPERA \��1
CHANNEL CROSS SECTION AT STA. 1+35
ROCK GRADE CONTROL SECTION B
DOWNSTREAM OF NEW DROP STRUCTURE C1-3
\ _ _ � EXISTING GROUND
24" TYPE 2 RIPRAP 7BACKFILL
2 RIPRAP PROPOSED GRADE
12" ROAD BASE
GROUTED D 12" ROAD BASE 36` TYPE 1 RIPRAP
S=3.0. _ S=3.0%
— \ \ 1.5 2
" NATIVE p r 1
1 L BACKFILL X
0.5 ORARYOCK (TYP.) 24" TYPE 2 RIPRAP r ,
24" TYPE 2 RIPRAP 24" TYPE 2 RIPRAP—
GROUTED GROUTED
a
a SEE STRUCTURAL DRAWINGS GEOTEXTILE INCH N EL AND
-SEE STRUCTURAL DRAWINGS FOR STILLING BASIN SWALE AREAS BENEATH
3 FOR DRAIN SYSTEM AND STILLING BASIN TYPE 1 AND TYPE 2 RIPRAP
RIPRAP AND GROUTED RIPRAP ADJACENT TO STILLING BASIN_ SIDEWALLS C RIPRAP AND GROUTED RIPRAP ADJACENT TO STILLING BASIN SIDEWALLS rD
TYPICAL FOR ct-3 TYPICAL FOR c1-3
A STA. 2+70 TO STA. 3+24 NORTH SIDE (APPROXIMATE) STA. 2+45 TO STA. 2+65 NORTH SIDE (APPROXIMATE)
STA. 3+00 TO STA. 3+24 SOUTH SIDE (APPROXIMATE) STA. 2+45 TO STA. 2+80 SOUTH SIDE (APPROXIMATE)
„ REFERENCE NO. REVISIONS BY DATE ISSUED FOR ISSUED BY PROJECT NO.: MBO 0.07126N SAN LUIS TAILING FACILITY
BATTLE MOUNTAIN RESOURCES, INC. DATE: 12302015 SOUTH DIVERSION DITCH IMPROVEMENTS
SCALE: AS SHOWN
P.O. BOX 310 � DESIGNED BY: DJM DRAWING NO.
SAN LUIS, CO 81152 Miller Geotechnical Consultants DAWN BY: TGB RIPRAP DETAILS C1-6
CHECKED BY: DJM SHLEI T OF
„ - - APPROVED BY: DJM 10 1 29
5'
5'
2
MIN.
EXISTING GROUND
MIN.
1
EMBANKMENT
PROPOSED CHANNEL GRADE
� —
i
_
2
EMBANKMENT,
TYPE 2 RIPRAP
SELECT BACKFILL
(TRANSITION ZONE AT
1
OR TYPE 2 RIPRAP
TOP OF TYPE 3 RIPRAP)
/ 5' MIN.
i
TYPE 2 RIPRAP
t���YPERA \��1
CHANNEL CROSS SECTION AT STA. 1+35
ROCK GRADE CONTROL SECTION B
DOWNSTREAM OF NEW DROP STRUCTURE C1-3
\ _ _ � EXISTING GROUND
24" TYPE 2 RIPRAP 7BACKFILL
2 RIPRAP PROPOSED GRADE
12" ROAD BASE
GROUTED D 12" ROAD BASE 36` TYPE 1 RIPRAP
S=3.0. _ S=3.0%
— \ \ 1.5 2
" NATIVE p r 1
1 L BACKFILL X
0.5 ORARYOCK (TYP.) 24" TYPE 2 RIPRAP r ,
24" TYPE 2 RIPRAP 24" TYPE 2 RIPRAP—
GROUTED GROUTED
a
a SEE STRUCTURAL DRAWINGS GEOTEXTILE INCH N EL AND
-SEE STRUCTURAL DRAWINGS FOR STILLING BASIN SWALE AREAS BENEATH
3 FOR DRAIN SYSTEM AND STILLING BASIN TYPE 1 AND TYPE 2 RIPRAP
RIPRAP AND GROUTED RIPRAP ADJACENT TO STILLING BASIN_ SIDEWALLS C RIPRAP AND GROUTED RIPRAP ADJACENT TO STILLING BASIN SIDEWALLS rD
TYPICAL FOR ct-3 TYPICAL FOR c1-3
A STA. 2+70 TO STA. 3+24 NORTH SIDE (APPROXIMATE) STA. 2+45 TO STA. 2+65 NORTH SIDE (APPROXIMATE)
STA. 3+00 TO STA. 3+24 SOUTH SIDE (APPROXIMATE) STA. 2+45 TO STA. 2+80 SOUTH SIDE (APPROXIMATE)
„ REFERENCE NO. REVISIONS BY DATE ISSUED FOR ISSUED BY PROJECT NO.: MBO 0.07126N SAN LUIS TAILING FACILITY
BATTLE MOUNTAIN RESOURCES, INC. DATE: 12302015 SOUTH DIVERSION DITCH IMPROVEMENTS
SCALE: AS SHOWN
P.O. BOX 310 � DESIGNED BY: DJM DRAWING NO.
SAN LUIS, CO 81152 Miller Geotechnical Consultants DAWN BY: TGB RIPRAP DETAILS C1-6
CHECKED BY: DJM SHLEI T OF
„ - - APPROVED BY: DJM 10 1 29