2019-03-04_PERMIT FILE - C1981008 ‎(2)‎

• Permit No: C1981008
• IBM Index Class Name: Permit File
• Doc Date: 3/4/2019
• Doc Name: Postmining Drainage Analysis Pond 013 Area
• Section_Exhibit Name: Map 2.05.3‎(3)‎-32
• Media Type: M
• Archive: No

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- � -__ _� _ - _ - Topa: PostmineTopo
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _
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- __=_-�._�__- =w _=-=_�- _ ��--- =-�: -�.- _� —__-_ -- =-__-- -- -_-=__ _� —_-_-_- ___- - �-_ -
_ - __-__ T== _ �__ _ i---__- - - -- _ _ _ _ _ -- _ _ _ -- _ -- - - - - - - - - - - - - - - - __=- - _ 5580 CompletedFostmining 5580 Existing
- - - - - - - -- - - - - - - - - - - - _ _ _ _ - -__ _ ___ _ - _ _ _ _ - - _----_-_- _-- _ ` _--_ ____�_=__;_=_-- --_--=- -_ g°/ slope Topography
Topography
_—_- _- _ _ - -_ - --_ _ _ - - _.- - _— -: __ - _ _ _ - _ _ _ �� _ _ - _ _ = �__ ____ —_ - Sottomof Completed Channel, °
_ _ - _ -- _--—- --__- -,- -- - __--_ _—_-_--_ -___- - _ = - —_— - --- - -- - -- - _ __-__-`__ _ _ _--_ -_- Jr5. 70 Pond 073
- - - - - - ____ — ' __�__- _- _____ - .�,. - =_�.__- - - - ` =_-- __-__ ___ - _- -_- - -_ , - - -_ _ - - - - ►nterior 5570 5560 Pond 5560
Install 4 Wire Basret Cutoffs using riprap filled woven wire Interior
- - - _ — _ - — __ - _ — - � _ - —- - _ _ _ --_ - _ ` -- _ _ - _ -- _ _- - — - `_ --_ -= -- __ _ _ --_ _ - -- _ -�__ Ri ra lacement baskets 2 feet wide x 6 feet tali across the entire channel section e� �5%Slope
- - -- _---- 556Q Bost Complete
� = �T-A '" � - = _- _` == _—= �---: . _-__-=__ __ -- - -_`_ --_-_ _—_ 5560
-_=_ -_ `- ____ __- -_`-__ _ _� - =`�== -- - - -_=__=_— --=_  __==-_—_==_ __=
- - - - - - - - - - - - - - - - - - - - - - =-4-
_==-- _-__=_ .-. - -_- _ =--s - -__ _ _ = _-= _ =-__-= __ ____- _� --_._=_ -`~-_- = =- 5550 5550 55505550
--___ =___ — -�__=- _ __ __ _---=__ - ----= -=-_ —_- = __ =_----__ —__ _ _- —_
_ -_- _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ -_- -_-_- _ - _ __- - _ _ _ -_ _ -____ _ _ ___ - 0000
_ -____ =_ _ - _ " i i u 1
___ _ _-_ _____=- - -__�-_ ____—__�___ - - ___- _` _ _ _- - - _ _ - -_ - - - _ - - - - - - - - - - - - - - - _ _ - _ -_ .- Horizontal 2Q Horizontal 1 1Q
_�_�_-_ -_=_ _ ___-_ -_-_-_-_=-____- ___-�- _ __--__==__-__- -- _-=== - - -+__-=_Y_�e e=_—_ --_____- ___�___ Vertical Scale 1" = 20' Vertical Scale y" �- y0'
- -_--^' -_ __ _ _ _ _ _-- -- _ - - _- - - _ -'-=---r-_- ---_--_ _ _ •
T =:_ _- _- - -� ,- �'----_- . :' _ �_=_=_-- �__ � _ __ ��� =r_ Inlet Profile (Surface Runoff Inlet Profile (Trench Drain)
__--___—— �.- - - %1 __—__-- ____ _ _ _—___—_ ___--__
.�- �r =- .,- ;�_ ___-- - --___ _ _ �__ �_`�a�__ _ ShowingRiprapPlacement ShowingRiprapPlacement
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------.._ _ _ — _—— _ _ - _ __—_- _ _ -_ __ -
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- - - - - - - - - - - - - - - - - - 10 10 10
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`---_ _._--_ -_-- - - -- MAXIM M7.0"
- - - - - - - - - - - - - - �. D H E T '.-'.
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p a v v - c�S�Op�spr p�S�pP
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t_ MINIMUM 15.0'
Pond
Draw � -1 .� � BvrroM WIDTH
016
Horizontal Scale 1" = 5' Horizontal Scale 1" = 10'
Vertical Scale 1" = 5' Vertical Scale 1" = 10'
Plan View of Pond 013 Typical Inlet Cross-Section Surface Runoff Typical Inlet Cross-Section Trench Drain
Showing Riprap Placement Showing Riprap Placement
Note: Riprap will be of durable material with a D50 of 24 inches and underlain by a synthetic liner Note: Riprap will be of durable material and underlain by a synthetic liner
hv'�D0 LIC�Cy ENGINEER'S CERTIFICATION
•.•��r 1, Jason S. Storey, hereby certify that this map has been
Ditch Profile and Typical Cross-Sectionspreviewed by me and is true and correct to the best of my
-, 48092 .c= knowledge and information, relying on information
$ supplied by experts employed by New Horizon Mine and
S " that I am a Professional Engineer licensed in Colorado
as required by the provisions of C.R.S. 12-25-101
Prorfle Horizontal Scale 1'=100' Vertical Scale 1"=20' 1 through C.R.S. 12-25-119. IN WITNESS WHEREOF i have
5620 hereunder set my hand and affixed my seal.
3.9%-, 5620 RECEIVED a
° J N S. STOREY
-
5610 4.4% 5610 DEC 17 Z018
.E. No. 48092 TR-87
2 / 1 l Approved 3/4/2019
2.2%.. DA E
5600 2,5% ___.�.---------� Division of ReclamattOn,
.4% 5600 Mining&Safety.
.i 3%
3.$%.�-- Attachment 2.05.3(3)-32, Page 6
5590 .�,.5% � 5590 •
Postmining Drainage Analysis
5580 0°t° 5580
PondArea
f� 3
Ditch C9
5570 C 9��° 5570
SCALE: Scale As Sin
_
ORIGINAL DATE: 11 412Q15
2.7%
5560 2.4% 5560 DWG. BY. ESI/TCP
APPROVED BY. , FKF
5550 5550
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 �ORIZO� DWG NO.
Note: Channel Slopes have been determined by measuring elevation changes between each 100 foot station. New Horizon Mine /► /�
Permit No. C-1981-006 Map a p 2.05.3101-32
P.v Box 628, Nucla,CO. 81424
No. REVISION DATE BY CHK
Cross-Sections Throu 9h DitchC-9 Horizontal Scale 1"=10' Vertical Scale 1"=10'
5620 5628 TR-70 New Map 119116 TCP TT/FF
5580 5618 G 5626 H
5578 B1 5586 1 5592 D D 1 5600E 1 5610 F
5616 G
1 5624 Hi
5566 5576 B 5584 C �, 5590 5598 E 5608 1 5614 5622 TR-73 Update Permit Boundary 5117116 TCP TTJFF
5564 A 1 5574 5582 5588 5596 5606 5612 5620
5562 _ 5572 5580 5586 5594 5604 5610 5618 TR-84 Update postmining topography and pond 7110118 JSS TTiFF
0+00 0+05 0+10 0+15 0+20 0+25 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+20 0+25 0+00 0+05 0+10 0+15 0+20 0+25 0+00 0+05 0+10 0+15 0+20 0+25 erosion protection inlet
TR-87 Add Pond 013 erosion protection inlet for 12114118 JSS TT1FF
FILENAME: Map 2.05.3(3)-32 postmining Drainage Analysis Pond 073 Area. 1 trench drain dischar e