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
Copyright 1999 Pamela J Schwa
Civi15oFlware Desig
Structure Detail:
Structure #1 (Silt Fence)
Silt fence
Silt Fence Inputs:
Fence Flow Width along land Slope Te-back
(9pm/~ R) contour (R) Height (ft) (%) distance (R)
15.0 30.0 2.5 14.40 17.4
*Sediment Storage: 0.00 ac-ft
*Sediment capacity based on Average Annual R of 16.6 for 3 year(s)
Silt Fence Results:
Peak Fence Stage: 2.01 R
Peak Water Stage: 0.91 R
Dewater Tme: 0.50 days
Trap Effidency: 83.32
Dewatering time is calculated from peak stage to lowest spillway
•
C
Stage-Capacity-Discharge Table
Fence Stage

(R) Water Stage

(R) Nea

(ac) Capadty

(ac-R) Discharge

(ds) ~~
Tme
(hrs)
0.00 0.000 0.000
0.10 0.000 0.000
0.20 0.001 0.000
0.30 0.001 0.000
0.40 0.002 0.000
0.50 0.002 0.001
0.60 0.003 0.001
0.70 0.003 0.001
0.80 0.004 0.002
0.90 0.004 0.002
1.00 0.005 0.002
1.11 0.00 D.005 0.000 0.000 Top of Sediment
1.21 0.10 0.000 0.000 0.101 10.95
1.31 0.20 0.001 0.000 0.207 0.55
1.41 0.30 0.001 0.000 0.319 0.45
1.51 0.40 0.002 0.001 0.437
1.61 0.50 0.002 0.001 0.561
Filename: eppropud-X-DMG.sc4
Printetl OB-14-2001