2018-09-11_PERMIT FILE - C1981008A ‎(13)‎

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 9/11/2018
• Doc Name: Postmining Drainage Analysis Pond 013 Area Map 1
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-32
• Media Type: M
• Archive: Yes

_ '--
ti
.........
Leg
end
.n
--�_
• • -- Permit Boundaryraw
— --�
�--,
Disturbed Boundary
F
./"� •. �,,, ny- Post Mine Drainage Divide E
1W
1
n
C9Ditch
- - - _ _. A Cross Section Location
e
- Difc
Streams
;i
�r,if✓r'�'' _ 013,)'�
_--- -_ _-r�- -
--- -- -- - `_--- - - --
-
_ - - - ---- - --- /o - - - _-- -
' f - - - -- - -_= - -- -- -- --- -- -- - - - - - - - - - -
,i 20a a 200' 400
______ _ CN-
'
T Undisturbed
- = — _ _ ___
=__ =-_ - - = =
....... ,,r/ �_ -- __- _ ==_ _�a—_ _ -- - - - __ __ - `__—_—_ - 1" - 200'
. -�}}--� �l fit-
�. __ - --_ - -- _ —__- __ _=____ =__�___ _ _ __ _ _ �_,_ =-___- _=—=__'=__ =- __ - --_ - - - - - - - To o: PostmineTopoIIo in rp Placement
i! _- - - -� - - - - - - - - - - - - - - -- - - - �' 1! d & SeededTypical Cross-Section_ _ _ _ _ � � _ _ _ - CN 83 o so e
_ _ _ - - - -- - - - - - - - - - - -- - - - - -
__ - _— -_-r- - - - - - - / _ � 8 - _ -___- _-.---nZ - ==_-_-_____—__-__ _ = _ ___—__- _- - - Contourinferval:5feef
- - - - - - - - - - _- =-_- - -- -_t = - - - - = - -- - -- !_- _ - - - - - - - - - - - _- - - - - - - - - - - - - - - - 11 � 1
_ _ _ _- - - _ _ - - _ _ - - - - - - _ - - - - _- - - - - - = _ - - - - - - - - - - - - -_- - -- - - - - - _ 1 �ft�
—__ _-- i�==-;-__.-=— -_,=—_ _ — _--- - - ___-- ==r_-`===_- -__- __-___--__--__-_ ________ _ _ _ ___
--—"=-===i'�-= _____---- ----- ---- -—=__ _ _=_ ==__- = -__-__ _�-_� ___ _ __
=___==== =-=—_=_=___-__ ___ - _ =_ _-__- - =-- -_==== =__==_==_ __-_-__- ____—_ �_ —__ Note: All rf ra will be of durable material with e D50 of 24 inches and will be
=_======_=_ _ _ = __ =__==__� _ -= r -_ _� ___ _�_ --_----- --- -==-= ------ =_ underlain by Marafi 600x fabric as specified.
__-__-_ _-_____ __ = - _- - - - - _ . _- - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - _ f
_- --_—__-- -- - -_- -- -- -- 0.--- - -= _ _—_-- __ - - = _'4__-_ 4 -_
_- - - - - - - - _- - - - -_-_- -_-_- - - -_ - - -_- -- - - - - -_ -_- _ _ - - - _ _- _ _ _ -
__--_________ -__-=__`_ - _- ___--- _ ___— __ -__ -=_-=_ _ �- _-_- ___ - _7`f_�_ _ _ - _
—_-=_____— _ - _ -' - _ __-_- --: - -- _ __=_- - -�_ -__ ____ ___ ___- _--__
- - - - - - - - - - - - -- -
___—__________ _ __ - _____ —_-- =;_ �_- ____ _ _- __-_ -____- _-_=_____-__-_ __
____-_ --_—_-— _ ---—-_ _-__— _ __— __ = _=_ _______-=_____- -___- �_-_____ ---_- - __ -_--_ __ __
=_ =_ =-- - __ -= = - -' _ -_-- - - ---_-"_- __--- _ - -_—_` __-  �f
- - - - -- - - - - -- - - - - -- - - - -- .�..�.�. .� - - - - - - - - - - - - - - - - - - -
_
- - - - - - - - - - - - - - - - - - - ../ ,..... - - - - - - - - - - - - - - - - - - - - - - - -
_- - -_ - - - - -- -_- - -- - - - - - - -- - - - - - - -
- - - - -- - - - - - - - - -
- - - - - - - - - - - - --
_
.► _ _
/ - - - - - - - -_- _ - - - -- - -- - - - - - - - - - -
.d•r ter+ - - - - - - - _- -
_- - _ _ _ _ _
~ ' y -
� _ _ _ _ -_- - - - _- - - - _- -_- -I _-
� •�,..•..� _ - - _- - - -- -- -' - _- -- ---- - - - - - - Ln
F�
_
- - - - - - - - - - -
-_--__ _�_____—______—__- _ 558Q ostm►nf g 5580
=—_- - -- - -- - -- --_- - _ -_-
.` ____- _ - - - _ --_—_-__- _ of Completed Channe
l,nel,8%slope -topograp Y
- (�rJ - - - - - - - - - - - - - - - - - - Pond013 Bottom
- -- -- - - -- - - - - -- 5570 557D
T _ _ - tenor
install 4 Wire Basket Cutoffs using riprap filled woven wire
-- - - - - - - - - - - - erne t baskets 2 f t de 8 feet tall cross the entire chann ection
- - - - - - - - - - - - - - - - - - - Foot Frappefeet x
=_ _ _-_ - __i=- - - Bottomof5 tRi 1 o nChannel
- 5560 5560
ice° A Enstrom - -- - - - - - -
--_—
5550 555Q
Draw ` 1+00 1+50
'� O+DO 0+50
J Horizontal Scale 1" = 20' Vertical Scale 1" = 20'
_ t
Plan View of' Pond 0 13
t Profileln1eShowing
Riprap Placement
Scale 1 -- 20'
1
fDItChProme and Typical Grass-Sections ENGINEER'S CERTIFICATION
Jason S. Storey, hereby certify that this map has been
reviewed by me and is true and correct to the best of my
knowledge and information, relying on information
®� - supplied by experts employed by New Horizon Mine and
Profile Horizontal Scale 1"=100' Vertical Scale 1"=20' p �°
° 5620 that I am a Professional Engineer licensed in Colorado
5620 3.9 Via. �'�. M" as required b the provisions of C.R.S. 12-25-101
.
��� �°' � through C.R.S. 12-25-119• IN WITNESS WHEREOF 1 have
UNAL
r .A°/° 5610 hereunder set my hand and affixed my seal.
5610 0.80/0
_ JA N S. STOREY
2_.._ 5600 P.E. No. 48092 TR-84
5600
3.4°f°-- _ _
lr /!,(/) e Approved 9i11/18
34/fl
1.3°1p._... .._ DATE
5590 _2.V/ ...__. 5590
Attachment 2.05.3(3)-32, Page 6
°0 5580
55$0 $•._
Postmining Drainage Analysis
Ditch C9 ��° - _ /''"� Area
5570 5570 Pal 1p�d V 13
3,r/,o
2.7%°
5560
5560 2.00 SCALE: Scare As Shown
_
ORIGINAL DATE: 111412015
5550
DWG. BY- ES11TCP
5550
O+DO 1+DO 2+00 3+00 4+00 S+DO 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
,�Aq- APPROVED BY FKF
Note: Channel Scopes have been determined by measuring elevation changes between each 700 foot station.
y 0 �
RIZa DING NO. Ma
p 1
New Horizon Mine
Permit No. C-1981-008 Attachment 2.05.3-(3,1.32
P.O Box 628, Nucta,CO.81424
No. REVISION DATE BY CHK
Throu h DitChC-9 _
Cross-Sections Horizonte!Scale 1"=10' Vertical Scale 9"=10'
g 5s2o 562$ TR 70 New Map 7/9/16 7CP TT/FF
5 580 5618 G 5626 H
5578 5586 5592 !'1 t 5s00 C 5610 F 5614 Gi 5624 t
LJ C �"� TR-73 Update Permit Boundary 5/17/16 TCP TT/FF
CD i 5614 _... 5622 „i A,
5566 5576 5584 5608 F
p - C 5590 _ 5598
5564 A t 5574 5582 5588 5596 5606
5612 5620 ',�
A
Tuttle D
U date ostminin topographyand panel
_ _, 5572 __ 5580
. . 558fi 5594 __ 5604 5610
5618 TR-84 p p �' 7/10i18 JSS TT/FF
5562
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
FILENAME: Map 1 Pond 013 Map 2.05,3.dwg