2009-01-07_PERMIT FILE - C1981022 ‎(5)‎

• Permit No: C1981022
• IBM Index Class Name: Permit File
• Doc Date: 1/7/2009
• Doc Name: Bear Creek Fan Site SAE
• Section_Exhibit Name: Exhibit 2.05-E3 Section 9h
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
rnn,,.;nhr ~ooa _onn7 a„„oi, I Cnhu,oh
6
Structure Detai/••
Structure #1 (Silt Fence,)
Oxbow Laydown SAE (Straw Bales)
Silt Fence Inputs:
Fence Flow Width alon
Rate (gpm/sq g Height (ft) Land Slope Tie-back
~) contour (ft) (%) distance (ft)
5.6 60.0 1.5 25.00 6.C
*Sediment Storage: 0.00 ac-tt
*Sediment capacity was entered by user
Silt Fence Results:
Peak Fence Stage: 1.01 ft
Peak Water Stage:
-- - -- -- -- 0.40 ft
--

Dewater Time: -- y
0.09 da s
Trap Efficiency: 55.02
Dewatering time is calculated from peak stage to lowest spil/way
Stage-Capacity-Discharge Table
Fence Stage Water Stage Area Capacity Discharge Dewater
Time
(~) (ft) (ac) (ac-ft) (~s)
(hrs)
0.00 0.000 0.000
0.10 0.001 0.000
0.20 0.001 0.000 ---- -- - - - - --- -- -- - - - --- --- -- --
0.30 0.002 0.000
0.40 0.002 0.000 -- - - - - - ------- - --
0.50 0.003 0.001

•
0.003 - -- - - ------
0.001 - ---- - - ---- ------ -- - - - -

0.61
-0.00
0.003
0.000
0.000 - - - --
Top of Sediment

.71

0.10

0.001

0.000

0.075 -- - - -
-- --- -- -- -
2.10
- 0.81 0.20 0.001 0.000 0.160 0.05
0.91 0.30 0.002 0.000 0.255

1.01
_
0.40
..
0.002
0.001 - -
0.360 - _..

1.01

0.40

0.002 -

- 0.001

0.365
- - - -- _
0.00 Peak Stage
1.11
- 0.50
- - 0.003
- 0.001
- _ 0.475

1.21

0.60

0.003
-

0.001 _

0.600 _
-- -

1.31
0.70
0.004 -
0.001 - --
0.735 - -
1.41 0.80 0.004 0.002 0.880
1,50 0.89 0.005 0.002 1.029
Filename: SAE(laydown)_Straw.sc4 Printed 12-18-2008