2019-12-13_REVISION - M1980244 ‎(57)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 12/13/2019
• Doc Name Note: Appendix 3 - 4
• Doc Name: Request For Amendment To Permit
• From: CC&V
• To: DRMS
• Type & Sequence: AM13
• Email Name: TC1
• Email Name: MAC
• Email Name: BFB
• Email Name: ERR
• Email Name: JPL
• Media Type: D
• Archive: No

x LEGEND:
% �� R I _ Lam. ?< - \ �' PROPOSED CHANNEL EXISTING GROUND CONTOURS
-ALIGNMENT
------- PROPOSED CHANNEL CONTOURS
PROPOSED CLOSURE CONTOURS
PROPOSED TURF
REINFORCED MAT (TRM)
0 - -- -
y - -- EEEEMPROPOSED RIPROP
0.
WNG BASIN
PROPOSED GROUTED RIPRAP
A
(SEE NOTE 2)
WHEX % -------
LOU
ECOSA CHANNEL l(A)
ALIGNMENT TABLE
62 FASTING
(DELTA LENGTH RADWS
STATION WORMING D-M-S)
0 ------- (FT) (FT)
----------
PC 0+81.79 61.960.99 42,326.42 011-47-10 48.72 236.83
EAST CRESSON OSA 01 ---
CLOSURE SURFACE 75- PT 1+30-50 61,956.86 42,374.88
7- PC 2+40.67 61.936.29 42,483.11 011-20-23 133.48 674.41
PT 3+74.15 61,924.45 42,615.84 NOTES:
PC 6+81.09 023-54-18 84.49 1. SEE DRAWING 520 FOR CHANNEL CROSS
61,927.54 42,922.76 202.52 SECTIONS AND DRAWING 525 FOR CHANNEL
PT 7+65.59 61.945-73 43,004.65 SIZE AND LINING TABLE.
PC 9+65.75 62,028.67 43,186.82 045-38-17 200.59 251.82 2. SEE DRAWING 530 FOR STILLING BASIN
PC 14+88.22 61,918.15 43,682.25 006-57-07 90.33 744.47 DETAILS AND SIZING AND LOCATION TABLE.
0 100 200 FEET PT 15+78.55 61.890.73 43,768.26
PC 15+90.35 61,887.84 43,779.70 017-28-40 84.32 276.42 1
PC 18+95.38 61,892.43 44,083.66 043-07-08 139.04 184.76
PC 21+34.79 61,785.51 44,289.64 009-23-00 104.93 640.74
rp-C 23+56.49 61,665.96 44,475.99 085-23-44 37.53 25.18
10400 10400
K:9.(B
LVC:200.00
PVI STA:E+85.8
PVI ELEV:l)139.75 K:9.89 L/C:209.03
me K:3.81
00't 11) PVI STA:10+37.3 LVC:56.54
PVI ELFV:10038.97
PVI STA:234 66.5
DD 'n
+o 00
+ n 0 PVI EIEV:101 23.3'
C�5�4 OD r- .10200
10200
L) +
00 0 0)
0 C-4
no +
(n L11 c*4 W)2 W)
0 L)
�? PROPOSED CHANNEL AT TOP eq
OF RIPRAF Ld
- 0
'D QZ CLOSURE SURFACE 0 U -)
m
STILLING BASIN
po
C! %
In
9800 9800 IFT
co
0; T
cq IR IR
Mo N
8 v
E 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00
P
0* 0 100 200 FEET 0 100 200 FEET STATION, (FEET) CLOSURE SURFACE ELEVA710N PROPOSED GROUND ELEVATION
HORIZONTAL VERTICAL JN
DISCLAPAER wmeWFieidslClUENT CREPPLE CREEK AND VICTOR
q NO EXAGGERATION NEWRELDS PRODUCED THE INFORMATION PRESENTED GOLD MINING COMPANY
w AHEM By: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
C, KCA TECHNICAL INFORMATION AND EXPERIENCE PROJWT
RECUANG THIS DRAWING DOES NOT GUARANTEE MY VLF'/OSA CLOSURE DESIGN
DESMNM Uf RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
JNN E)(PEMENCE ANY MODIFICATION OR ADAPTATION OF TITLE FlAnug
FAST CRESSON OSA CHANNEL 106.025.015P
A 11/08/19 E3styn Fm plalormc. jxp im THE DATA OR DRAWING SHALL BE AT USER'S RISK
ogwm By: AND WITHOUT ANY LIABILITY OR LEGAL I(A) Fl" AM PROF"
JRWJ DATE I DESCRIPnON !Tgml jEd RESPONSIBIUTY TO NEWFnDS. "110 A
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