2019-12-11_PERMIT FILE - C1981008 ‎(2)‎

• Permit No: C1981008
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2019
• Doc Name: Pond 015 As-Built
• Section_Exhibit Name: Map 2.05.3‎(3)‎19
• Media Type: M
• Archive: No

.A...._` 5593 A A
5580 5580
Approximate Top of Structure
_._.� _ Original Ground 5,573.0)
90 _ 5570 22.•7 5570
Bottom of
Structure(5,563.0)
5580�---\ 5560 5560
j5 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40
s5j0 B' 5590 5590
5580 Approximate Ditch C-27-■- 5580
Top of Structure
Original Ground
9
SS .1 (5,573.0)
5570 5.1 ock Lined I t Underlain 2¢, Rack Inlet Underlain 5570
r
y Synthetic Liner �• Structure
by Synthetic Liner
ctu a 5,563.0
5560 5560
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10
Stage Storage Curve
°k p`1 NH2 Pond 015
,�p��� 01 5574
LEGEND
TOP OF STRUCTURE(551�0
Q �g`� 5573
Index Contours
556`' Ok5 5572
Intermediate Contours
5y7o 5571
IMUM/NITI POOL(5570.)
557o Permit Boundary
5569 A A' Profile Locations
X
y5�o 5568
1
w 5567
5566
5565
SEDIMEI IT LEVEL(5 8)
-~ 5564
s
aorroM O STRUCTURE 55M 0)
5563 _ r_
--y--� ENGINEER'S CERTIFICATION
0.00 0.50 1.00 1.50 I, Jason S. Storey, hereby certify that this map
Accumulative Storage (Acre-Ft} Wo ticF has been reviewed by me and is true and
�O ••••••• ys correct to the best of my knowledge and
Storage volume computations �1. F4 information, relying on information supplied by
;
experts employed by New Horizon Mine and
NH2 Pond 015
o`` - 092 �; that I am a Professional Engineer licensed in
Colorado as required by the provisions of
ELEV. width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE y ��O. ••.*��c� C.R.S. 12-25-101 through C.R.S. 12-25-119.
(t`t) (ft) 00 NO AREA (It) (ac Ir) STORAGE INTERVAL •••....••••��� IN WITNESS WHEREOF I have hereunder
5g�
(ac) (ac-ft) (ft) ss/ON E� set my hand and affixed my seal.
4
5563.0 N/A NIA 0.016 STOREY STOR
5584.0 NIA N/A 0.045 0.029 1.0 0.029 0.029 1.0 E. N JA N S. TORo. TR-92
5565.0 NIA NIA 0.068 0 ,
057 1.0 0.057 0.086 2.0 Approved 12/11/19
5566.0 N/A NIA 0.087 0.077 1.0 0.077 0.163 3.0 l
h 0.094 1.0 0.094 0.257 4.0 DATE
5567.0 NIA N/A 0.102
5568.0 N/A N/A 0.116 0.109 1.0 0.109 0.366 5.0
5569.0 NIA NIA 0.131 0.123 1.0 0.123 0.489 6.0
5570.0 NIA N/A 0.145 0.138 1.0 0.138 0.627 7.0
5571.0 N/A N/A 0.161
0153 10 0153 0.780 8.0
`
5572.0 NIA NIA 0.180 0.170 1.0 0.170 0.950 9.0 Pond
AsmBuilt
5573.0 NIA NIA 0.195 0.187 1.0 0.187 1.137 10.0
SCALE:As Shown
ORIGINAL DATE: 3/24/2011
20' 0' 20' 40' DWG. BY: TSGT
Scale: 1"=20' D y �..� to APPROVED BY: TT/FF
Topo:Aerial Flight Topo i �� 9 �12
Contour Interval: 1 ft. /yQRIZ0t\ DWG NO.
TION New Horizon Mine
N .....,.•„, iD SAFE Permit No.C-1981-008 Map 2.0 5.3(3)-1 9
P.O Box 628,Nuala,CO.81424
NO. REVISION DATE BY CHK
TR-92 Update as-built drawing to reflect redesign and 1 p/7/19 JSS TT/FF
E reconstruction of pond inlet
RECEIVED
ocT 1 1 2019
S
DID SION OF RECLAMATION
FILENAME:Map 2.05.3(3)-19 Pond 015 As-Built.dwg i4iiimI'�i3sAND SAFETY