2015-03-27_REVISION - M2012032

• Permit No: M2012032
• IBM Index Class Name: Revision
• Doc Date: 3/27/2015
• Doc Name: AM01 Map - G-5 Ditch Designs Revenue Mine
• From: Fortune Revenue Silver Mines, Inc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: RCO
• Media Type: M
• Archive: No

Collection #1 See Map G-1 B for ditch path Diversion #1 See Map G-1 B for ditch path
10750 10750
10750 Grades SWB-1 10750 Segment 1
1.00ft.Freeboard Segment 2
Segment 1:26j 7% 1 s f 0.50 ft� 0.50 ft.Freeboard
10700
egrnent 1 10700 1.50 1.50 r I ' -
Segment 1 Segment 2: 1.0°✓b1 , 0.70
10700 10700 4.00 ft. �--�- 2.50 2.50
Grades �6.0o ft.--�
t 2 Trapezoidal Channel
° 40650 ^--�- - --- --- - - 10650 Trapezoidal Channel
Segment 1: 23.0/o Equal Side Slopes Equal Side Slopes
10650 10650 0 � 0 LO o Lor) oo Lon 0 0 o LOn o g riprap Channel Lining: Pre mine waste rock
Segment 2: 1.5% meet 2 Channel Lining: ri ra
.SWB-6A SWB-6A + SWB-6B -_-° o O r N N M cM � LO LO to
1.39 CFS 1.39 + 5.51 = 6.90 CFS
10600 10600
O O O o 0 0 0 O o O o O O O 0 O O o O o 0
O Ltd o LO 0 LO 0 L O LO O LO O V) O U') O LO o U) O
+ + + + + + + + + + + + + + + + + + + + +
O O r N N M M 0 LO co W I- I,- co co O O O
Segment 1 Segment 1 (rec) Segment 2
.50 ft. 0.50ft.Freeboard 1„ 1, 0.40 ft. F
0.50ft. Freeboard
0.50 ft.Freeboard 1 .
2 . 2-r-- 2.50 4.00 ft. 12.50
0: ft. � �
Trapezoidal Channel
Triangular Channel Equal Side Slopes
Equal Side Slopes Channel Lining: Pre mine waste rock
24" CMP (half) Channel Lining: Grouted riprap
Diversion #1 B See Map G-1 B for ditch path
See Map G-1 B for ditch path 1 10750 10750 0.50ft.Freeboard
Collection #2 Segment Segment 2 - 1.60ft.�
1.50
10700 Grades 16,67
6 7 �u N� 10700
10750 10750 ft. 0.50ft.Freeboard Segment 1: 1 0% -- -�-'_�-
annel
�'°U g �5eament 2_._ Equal SideSular lopes
es
SWB-6D 1 1 Segment 2: 9.8% --- ___-_ " gment 3 q P
2.26 cfs
0.75 ft. reeboard
10700 Segment 1 10700 j 2 2 - 10650 Cenlnerlt 3: 4.°�lr, Channel Lining: Grouted riprap
�`- 10650
0.2i ft. O o O O 0 O O o O O O O O O O O
Triangular Channel 0 O O LA O LO O LA o LA O LO O LLB O LO
Segment 2 Equal Side Slopes O O N N co M 'IT M LO M co 1- I`
Grades Channel Lining: Grouted riprap
10650 Segment 1: 32.8% gment 2 10650
24 -CMP (hal Segment 2 Segment 2 (rec)
Segment 2: 12.3% 0.50ft.Freeboard
Segment 3: 1.3°I°
1. ft. eboard ��
10600 9 10600 Segment 1 (rec) Segment 3 ` 1 - 10.64ft. 1 I �,�1 1.30 .ft
1.50 1.50 �-
1.50 1.50
0 0 0 �,Y ,'j 1.I ft. �2.50 ft.l--
o + o + O + o + o
O ® r r N N M M �' -'J^
0.75ft.Freeboard .50 ft.Freeboard 1.00ft.Freeboard Triangular Channel
.50 ft. -- Trapezoidal Channel Equal Side Slopes
Equal Side Slopes Channel Lining: Grouted riprap
2 2.50 2.50 48 CMP(half) Channel Lining: Grouted riprap
0.50 ft.
Triangular Channel Triangular Channel
Irian
g Equal Side Slopes
EgivalSideSlopes Channel Lining: Pre mine waste rock Diversion 2 See Map G-1 B for ditch path
Channel Lining: Grouted riprap Segment 1
0.50ft.Freeboard
Collection #3 See Map G-1 B for ditch path 10750 10750 �1 25 1.75ft. T
10750 10750 Triangular Channel
SWB-7A + SW13-713 + SWB-7C Typical Grouted Channel 10700 , _- -- -- __- 10700 Equal Side Slopes
SWB-7A Channel Lining: Native site material
2.17 + 2.60 +4.15 = 8.92 cfs Ion intudinal view Grades
2.17 cfs ( 9. } Segment 1: 1.0I°
10700 10700 10650 : % 10650
egment 1 o O O O 0 O O O o O 0 O O O
O LO O LO O Ltd O LO O LO O LO O LO
Segment + + + + + + + + + + + + + +
10650 10650 4 in. HDPE drain pipes; located every 30 ft. along channel 0 0 N N M M � '4�r LO LO ce co
egment 2 _
Grades
10600 Segment 1: 15.5°I° SWB-7A+ SWB-7B 10600
Segment 2: 2.0% 2.17 + 2.60 = 4.77 cfs Grounted channel
10550 Segment 3: 6.1°l0
10550
O o 0 - -'
_ 0 O o._ o O 0 O O O O 0 0 O o 0 O
o o V) o Ln O 0 o Ln o LO O LO O LO O 0 o
O N M M � IZT LO LO W I- rl- co 00 0) 6 inches of pipe into the underlying
Segment 1 Segment 2 Segment 3 ground; 3 inches protruding from
0.50ft.Freeboard 1,25� 0.50ft.Freeboard
channel bottom See Map. G-1 B for ditch path
0.50f�1.00ft.Freeboard �. 1�75 ,,�, 1 Diversion #3 Diversion #3 Grades
T ,
' o � T Triangular Channel Triangular Channel
Segment 1 : 4.5 7u.
Triangular Channel 10750
9 Equal Side Slopes Equal Side Slopes Grades Connection of HDPE drain pipe 10750
Equal Side Slopes Channel Lining: Pre mine waste rock Channel Lining: Pre mine waste rock Segment 1: 1.2% SWB-4
Channel Lining: Pre mine waste rock 10700 Segment 2: 5.0% 43.8 cfs 10700 10700
----- 0.21 cfs
-. - segment 1 -._ v
10650 -- _I
See Map G-1 B for ditch path 10650
Collection ##�4 Segment 1 0 L 0 LO 0 LO 0 LO 0 V) o Lo C o 0 0 0 Q
+ + + o + o + o + o + o + o + o + 0 10650
10700 10700 O O r r N eM co � 'IT LO LO co (0 f- r__ 00 00
SWB-7D N
4.79 cfs 0 75 ft 0.50ft. Freeboard Co `O
10650 10650 1 2 0 2. 0 1 + +egment
Grades ° Triangular Channel ` merit 1 Segment 2
10600 Segment 1: 1.5I� 10600 Equal Side Slopes
O o 0 0 0 o O Channel Lining: Pre mine waste rock
o LO o + o + o
O O Neg aril 1
N coM
2.0 fit. reeboard 1. eeboard
0,5p� 0.50ft.Freeboard
�- I 2.50` 2.50
60" CMP (half) 60" CMP (half) Triangular Channel
Equal Side Slopes
See Map G-1 B for ditch path , Channel Lining: Native site material
Collection #5 SWB_$ g Se ment 1 Segment 2 Segment 2 (rec) Seg ent 1 (rec) Segment 2 (rec)
.
10700 2.41 cfs 10700 0.50ft.Freeboard 1.00 ft. 75ft.Freeboard
�.25 ft. �50ft.Freeboard �
2.50
7 1 1
p 1.0, ft.Freeboard 1.5 I 1.00ft. Freeboard
11.50 - ='1.501 �5 11.0 1.50 1 �f�7����
Segment 1 2.00 ft.
10650 10650 , 4.00 ft. I-4.00 ft.-�
Grades Triangular Channel o. ft. � �
- Trapezoidal Channel < ,°
Segment 1: 2.2% segment 2 Equal Side Slopes Trapezoidal Channel p Trapezoidal Channel L QN,
° Channel Lining: Pre mine waste rock Equal Side Slopes Equal Side SlopesSlopest fi s
10600 Segment 2: 84I° g p p Equal Side Legend
9 10600 36"-CMP hal Channel Lining: Grouted riprap q p p 2 0
P p Channel Lining: Grouted riprap r-
O O o O O O o o O o O o 0 o Channel Lining: Grouted riprap
o LO 0 LO 0 LO O LO o LO o LO o LO
+ + + + + + + + + + + + + +
O O N N cM eM et 't LO LO cfl Co
=G�� c
Ditch grade >
M-2012-032 AM01
NOTES- Ditch locations can be seen on Maps C-1 , C-2, C-3, G-1 , and G-1 B. Figures G-4 and G-4 show culvert and ditch lining standards for the Revenue Mine. Table 6-1 contains all of the REVISIONS BY DATE DES: BL
TR-01 Facility Changes, Revise Mine Water Drainage Plan GL 9l25/13 DRN: BL DATE Ma G-�. Ditch Designs
hydraulic calculations for the channel linings shown on the ditch segments on this map. 01/30/14 Greg Lewicki And Associates p
TR-02 Reduction of Atlas Waste pile size,and ditch redesigns BL 01/30/14 CHK:GL Revenue Mine
APPD:GL SCALE 11541 Warrington Court Phone[phone] Fortune Revenue Silver Mines, Inc.
AS SHOWN Parker, CO USA 80138 [e-mail]