2014-09-15_PERMIT FILE - C1981018 ‎(2)‎

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 9/15/2014
• Doc Name: SEDCAD cont.
• Section_Exhibit Name: Illustration 44 PART 6
• Media Type: D
• Archive: No

•
SEDCAD 4 for Windows
CoPYrighl 1996 Pamela J Schwab
Civil Software Design
Structure Detail:
sir (enc~
Silt Fence Inputs:
Fence Flaw µrid[h along Lantl Slope Tie-back
~(9pm/~ contour (R) Height (R) (°~) di3ance (R)
ft)
15.0 15.0 2.5 17.50 14.3
•Sediment Storage: 0.00 ac-R
"Sediment capacity based on Average Annual R of 16.6 for 3 year(s)
Silt Fence Results:
Peak Fence Stage: 2.32 R
Peak Warer Stage: 0.74 R
Dewarer Tme: 0.23 days
Trap Effciency: 78.47%
Dewatering time is calculated from peak stage to lowest spillway
•
•
Fence Stage
(R) Water Stage
(ft) Area
(ac) Capacity
(ac-ft) Discharge
(cfs) Dewater Time
(hrs)
0.00 0.000 0.000
0.10 0.000 0.000
0.20 0.000 0.000
0.30 0.001 0.000
0.40 0.001 0.000
0.50 0.001 0.000
0.60 0.001 0.000
0.70 0.001 0.000
O.BO 0.002 0.001
0.90 0.002 0.001
1.00 0.002 0.001
1.10 0.002 0.001
1.20 0.002 0.001
1.30 0.003 0.002
1.40 0.003 0.002
1.58 0.00 0.003 0.000 0.000 Top of Sediment
1.68 0.10 0.000 0.000 0.050 4.55
1.78 0.20 0.000 0.000 0.108 0.50
1.88 0.30 0.001 0.000 0.172 0.45
I.98 0.40 0.001 0.000 0.244
2.08 0.50 0.001 0.000 0.322
Filename: eppropud-Z(a)-DMG.sc4
Printed OB-14-2001