2015-01-30_PERMIT FILE - C1996083 ‎(15)‎

• Permit No: C1996083A
• IBM Index Class Name: Permit File
• Doc Date: 1/30/2015
• Doc Name: Pond J Detail
• Section_Exhibit Name: Volume II Map 22-J
• Media Type: M
• Archive: Yes

LFULLAFL
1.7�OARD ® 14%
1.5' FREEBOARD 1.5' FREEBOARD ® 1%
2'01L 2.0' FULL FLOW LEVEL0.5' FLOW DEPTH2
2 0.3' FLOW DEPTH ® 14%
0.5 FLOW DEPTH ® 1%
5.0' - 2.0'
s
D-J6 POND ��J�� PlJ � �! 3HAV EMBANKMENT SPILLWAY DETAIL DITCH DETAIL
POND J
1.1' FREEBOARD SLOPE MAY BE CUT OR FILL
ERING
PIPE FULL FLOW LEVEL DEPENDING ON LOCATION
2.0' 1 - - 2.0'
2 0.9' FLOW DEPTH l
1
1 0.4'
5.0'
EMER Y /
II S WAY MIRAFI 600X OR EQUAL.-/ 3 RIPRAP (D 5o=3")
RIPRAP LINED CHANNEL
EMEGENCY SPILLWAY DETAIL DITCH DETAIL D-H1
POND J
SIT gOUNpPR� ® WIDTH
PER
N FREEBOARD
0.3' FREEBOARD DEPTH 1
W E FULL FLOW LEVEL FULL FLOW LEVEL
S 1.5
DEPTH FLOW DEPTH
1
FLOW DEPTH
1.5
POND J 3.0,
PLAN VIEW "V" DITCH DETAILS
SCALE 1" = 50' TRAPEZOIDAL DITCH
DRAINAGE AREAS HAND J
- - - - - SEE MAP Nos. 21-1, 21-2, 21-3 AND 21-4 FOR LOCATION DITCH J3, J8, J9, J10 & J11
5870 DITCHES: E.CWDiv. (0.6, 7.5* & 1 .0%)
SECTION A - A' * Rip rap plated channels
SEDIMENT POND J POND J CAPACITIES
5865 ORIGIN L GROUND 1" = 10'
2H : ►V MINIMUM: ...CULVERT SIZE ACRE - FEET
DRAINAGE AREAS H AND J WATER SEDIMENT TOTAL
SEE MAP Nos. 21-1, 21-2, 21-3 AND 21-4 FOR LOCATION
FULL. WATER L. 5856 CULVERT MINIMUM
DESIGNED CAPACITY 3.98 0.62 4.60
5860 No. DIA.
REQUIRED CAPACITY 2.38 0.16 2.SA(
C-Hl 42
C-Jl 24 2.0' 1 1.8 FREEBOARD
4 �•� C-J2 24 - Use 30"
C-J3 12 1
5855 C-J4 24 FULL FLOW LEVE
C-J5 12
C-J6 12 - Use 18° 0.2' FLOW DEPTH NOTES:
C-J7 12 - Use 18" 1. For pond, culvert and ditch sizing calculations
EMBANK ENT C-J8 24 see Volume XI Appendix B.
0, C-J9 24" (Double Barrel) 2. Riprap shall consist of hard, dense, rough
EL. 5858 fractured stone as nearly cubical as
5850 - - - MINIMUM DITCH 1.0' oracer t n. Sto voids lic ne belfil eaded 8t
least 50 percent of the mass shall be
DEPTH REQUIREMENTS stones equal to or larger than the specified
DRAINAGE AREAS H, I AND J CONCRETE DITCH DETAIL riprap size.
3. A geotextile fabric shall be placed under
5845 F LL SEDIM NT EL. 5 848.I' ZZ B TTOM ELj 5846' SEE MAP Nos. 21-1, 21-2, 21-3 AND 21-4 FOR LOCATION all riprap. Use Mirafi 60OX or equal.
o O o co 0 0 CDO o CD 0 0 0 0 0 0 o DITCH DITCH FLOW ft 4. Pond dewatpe pipe shall plastic
irrigation pipe,, PIP, 80 psi rated, with bell
o + N � -1 Ln o n m ON o (V rr) L0 �O No. DEPTH DEPTH ® 2�1rJ and
tspigot
he outletjoints
r glued joints, valved
D + + + + + + + + + _ + + + + +
0 0 CD 0 0 0 0 0 0 (D - - - D-Hl SEE DITCH DETAIL D-H1 30A
D-H2 0.8 0.5
am ton, 5. For sediment control plan see Ma No. 20,
pc'J.s\onof &S-oWky 6. For drainage plans see Map No. 21-1, 21-2
D-I1 SEE CONCRETE DITCH DETAIL tM AA"9 21-3 and 21-4.
5860 f EMERGENCY SPILLWA EL. 585 ' 5860 D-Jl 0.8 0.5
D-J2 tik �cce� FRocq c5cca 16 TR-91, Adequacy Response �{3 T.K.B. 12/22/14 ENGINEER'S CERTIFICATION
FULL WATER EL. 5856'
D-J3 0 1 6 15 TR-84, Adequacy Response #2 T.K.B. 06/12114 hereb 'f that this drawing was done
I D-J4 3.0 2.1 U) 14 TR-84, Adequacy Response #1, pond J revision T.K.B. 01128114 by 1KA96 y direct supervision and
`. D-J5 1.0 0.7 Z 13 TR-84, Update topography, expand Pond J T.K.B. 11125113 pp
D-J6 1.0 0.7 t f�l� •t �� rmation presented on
S=2% in 12 Update ditch sizes / / dL4, and' correct to the
5855 SECTI ON B - B p J.E.S. 06 25 09 is;' win T•
D-J7 1.6 1.3 >
5855 * w 11 As-built Pond J J.E.S. 08113/08 eat' my b�✓ dge and belief and
D-J8 1.5 0.5 � i� . c�7st cted in accordance
_ _ _ _ SEDIMENT POND J D-J9 1 3 Obi* 10 TR-45 Adequacy Review No. 2, DRMS email doted 5-7-07 T.K.B. 05/D8/07 2 .
- - _ _ _ h this desi d wing.
JUL-L _ _ _ * No. DESCRIPTION: BY DATE '•,
- - - - - - _ 1c - I0' D-J10 1.4 0.4 TJ- _ D-Jll 1.3 0.3* REFERENCES Tomm ishop Date
ra
A TI SEEP COL R 2H IV D-J12 0.7 0.4 1 VOLUME Ill, EXHIBIT 8 Co/aM
5850 5850 D-J13 0.7 0.4 2 VOLUME 1, SECTION 2.05.3(4)
SECONDARY DEWA A G PIPE D-J14 0.8 0.5 PREPARED FOR: PROJECT:
INLET L. 5854 D-J15 0.6 0.3 BOWIE NO. 2 MINE
FULL SEDIMENT EL. 5848.1' 7 5845 D-J16 0.5 0.2 � D BOWIE RESOURCES, LLC TITLE:
D-J17 1.3 1.0 BOWIE NO. 2 MINE
D-J18 1.1 0.8
5845 D-J19 1.1 0.8 P.O. BOX 483 POND J DETAIL
0 0 0 o E.CWDiv(0.6%) 2.2 1.9 eowlE REsouRces, uc PAONIA COIARADO 81428 I
® + + + +CIQ to u+ + + 00 E.CWDiv(7.5%) 2.0 1.O PREPARED BY: E. STOVER & ASSOCIATES ONE INCH
o+ O O o o O o O E.CWDIV(l.0%) 1.6 1.3 P.O. Box 60340 DESIGNED BY: T.K.B. 10�06 DMG I.D. No. 0 -
1996 083 DWG. NAME:
>: Grand Jet.. CO Eis ' -
* SEE TRAPEZOIDAL DITCH DETAIL - DRAWN 6Y: SCALE: MAP NO. 22-J
CHECKED BY: AS NOTED