2009-08-14_PERMIT FILE - C1996083

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 8/14/2009
• Doc Name: Hubbard Creek Shaft Plan View & Ditch Details
• Section_Exhibit Name: Volume II Map 39
• Media Type: M
• Archive: No

V1
■
VENTS A P SCALE IN FEET
PLAN VIE 0 50' 100' 200'
\ SCALE 1" r- 100' /J A
I DIITC4 HC-1
DITCH HC-I
1 I aegis un..eoa mean
Acre
H= $
H =172 1
L =1 0
Veg= ak w Spr 1 6 F
Fair C ver c —57 r C
PLATE CUT
WITH !TOPS
Upblast _
Deflector
High
■
■
6410
6405
6400
6395
6390
0
0
O
10'
MSE Rockfall
Protection Berm
135'— 400 CY
6415
6410
6405
6400
0
0
0
N M M J Iq 10 n aD v O
O O 00 O O O O O + +
0
6415
6410
6405
W _j 6400
OM O
+ + N
SCALE 1" = 20'
MINIMUM DITCH N
NOTES' -
-
DEPTH REQUIREMENTS a
1. R
Riprap shall consist of hard, dense, rough fractured stone as
as practical. Stone shall be well graded in
HUBBARD CREEK SHAFT o
order that the voids can be filled, and at least 50 percent
percent of the mass shall be stones equal or larger than
DITCH DITCH FLOW t
the specified riprap size
No. DEPTH D EPTH R
RECEIVED
HC -D1 0.4 0.1 2
2. A
A geotextile fabric shall be placed under all riprap I
HC -D1 0.4 0.1 Steep ection No Riprap U
Use Mirafi 60OX or e qual. P
HC -D2 0.8 0.5 D
Dlvis)uo 4,
HC -D2 0.4 0.1 Steep Section 12" Riprap 3
3. M
Mechanically Stabilized Earth (MSE) rockfall protection berm an , d sarety'
HC - D3 0.6 0.3 t
to be reinforced with Mirafi HP 570 on 12" vertical spacing.
HC -D3 0.4 0.1 Steep Section No Riprap
HC -Cl 12 Inch Diameter 4
4. T
Temporary Mud Pit (0.9 AF) Contours dashed Mud it l
WIDTH
DEPTH
I
FULL FLOW LEVEL _
"V" DITCH DETAILS
SHAFT DRAINAGE AREA
MUD PIT — SECTION A —A'
- -- FINAL - SILT FEN E 2.5' H GH
i F MUD I — --
2.0` PBEesoAR HIGH WATE LEVE
f�
i
D ,
6410
6405
16400
_ 16395
63
0 0 o O o o O o 0 0 0 0 0 o 0 C. O o
+ N M It u1 10 r` m
+ + + + + + + + o+ ± + J `0 n °°
O O O O O O O O O + t + + + +
SCALE 1" = 20'
w
be filled as soon as shaft drilling is complete. p
7 MR' -108 Nitrogen Generator Quonset Hut J.E.S. 7122109 ENGINEER'S CERTIFICATION
6 TR- 621MR -99 Add Ventilation Fan & MCC Building J.E.S. 04 -13 -09 l hereby certify that this drawing was done
oz 5 MR' -97 Add Hoist, Head Frame, Modify Generator, Remove One Shaft J.E.S. 03 -26 -09 by me or ur�r my direct supervision and
u) 4 TR -48 MSE Rock Protection Wall & Mud Pit J.E.S. 8 -06 -07 that o/b►ttowd ®rmation presented on
3 TR -47 Adequacy Review #4 7. K. B. 7 -12 -07 this ♦ •� f O a P�y s� ' LjE9S ° nd correct to the
2 TR -47 Removal of Sediment Pond, inclusion of Silt Fence LKB. 6 -26 -07 be�p� any K� 9e and belief.
0.3' No. DESCRIPTION: r *� 19250 �. *®
FREEBOARD BY DATE i
REFERENCES ® • 14-
1 . Volume Ill, Exh -8 -209 for Run —off Ca /cs. 'p
Ja St ,. 4,� Date
coro '� •�.�..a •
FLOW DEPTH PREPARED FOR: PROJECT: BOWIE �' 2�f"
p � BOWIE RESOURCES, U TITLE:
D P O. aox M HUBBARD CREEK SHAFT
BOWIE RESO)URCES, LLC PAONU, COLORADO 81428
-- PREPAtRED BY: d, E. STOVER & ASSOCIATES
L ONE INCH i PLAN VIEW, AND DITCH DETAILS
2352 N. 7th SL, Unit H DESIGNED BY: J.E.S 03101107 DBMS I.D. No. C _ 1996 - 08j DWG. NAME:
Grand Jet., CO 81501 p - I O
DRAWN BY:
- scALE: As No 1g1YP0 VC,G g ' MAP 39
- - -- _ - == CHECKED BY: � ` y D`J
HAUL ROAD — PROFILE VIEW
i
I � �
o °
¢ a
0
s La
z
LL
V °
m �
6410
6405
16400
_ 16395
63
0 0 o O o o O o 0 0 0 0 0 o 0 C. O o
+ N M It u1 10 r` m
+ + + + + + + + o+ ± + J `0 n °°
O O O O O O O O O + t + + + +
SCALE 1" = 20'
w
be filled as soon as shaft drilling is complete. p
7 MR' -108 Nitrogen Generator Quonset Hut J.E.S. 7122109 ENGINEER'S CERTIFICATION
6 TR- 621MR -99 Add Ventilation Fan & MCC Building J.E.S. 04 -13 -09 l hereby certify that this drawing was done
oz 5 MR' -97 Add Hoist, Head Frame, Modify Generator, Remove One Shaft J.E.S. 03 -26 -09 by me or ur�r my direct supervision and
u) 4 TR -48 MSE Rock Protection Wall & Mud Pit J.E.S. 8 -06 -07 that o/b►ttowd ®rmation presented on
3 TR -47 Adequacy Review #4 7. K. B. 7 -12 -07 this ♦ •� f O a P�y s� ' LjE9S ° nd correct to the
2 TR -47 Removal of Sediment Pond, inclusion of Silt Fence LKB. 6 -26 -07 be�p� any K� 9e and belief.
0.3' No. DESCRIPTION: r *� 19250 �. *®
FREEBOARD BY DATE i
REFERENCES ® • 14-
1 . Volume Ill, Exh -8 -209 for Run —off Ca /cs. 'p
Ja St ,. 4,� Date
coro '� •�.�..a •
FLOW DEPTH PREPARED FOR: PROJECT: BOWIE �' 2�f"
p � BOWIE RESOURCES, U TITLE:
D P O. aox M HUBBARD CREEK SHAFT
BOWIE RESO)URCES, LLC PAONU, COLORADO 81428
-- PREPAtRED BY: d, E. STOVER & ASSOCIATES
L ONE INCH i PLAN VIEW, AND DITCH DETAILS
2352 N. 7th SL, Unit H DESIGNED BY: J.E.S 03101107 DBMS I.D. No. C _ 1996 - 08j DWG. NAME:
Grand Jet., CO 81501 p - I O
DRAWN BY:
- scALE: As No 1g1YP0 VC,G g ' MAP 39
- - -- _ - == CHECKED BY: � ` y D`J
HAUL ROAD — PROFILE VIEW
i
I � �
o °
¢ a
0
s La
z
LL
V °
m �