2010-05-07_PERMIT FILE - C2009087A ‎(31)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: 10 Year, 24 Hour SEDCAD Demonstration
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.D Addendum 2.05.3-E2.D-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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18
Structure #2
= ..,
Structure #4 (Null)
PM- 6UpperMid
Structure #6 (Null)
PM- 6Midd/e
Structure #8 (Null)
PM- 6LowerMid
Structure #13 (Null,
PM -&ower
Structure #16 (Null)
Culvert SC -10
Structure #17 (Null)
SCM -1
Structure #21 (Pond)
PECOCO Pond
Pond Inputs:
Initial Pool Elev:
6,776.80 ft
Initial Pool:
3.86 ac -ft
*Sediment Storage:
18.50 ac -ft
Dead Space:
0.00%
*Sediment capacity based on A verage Annual R of 10.0 for 125 year(s)
Emeraencv SDillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
6,776.60 25.00 2.50:1 5.00:1 10.00
Pond Results:
r�
Peak Elevation:
6,776.79 ft
H'graph Detention Time:
0.00 hrs
Pond Model:
CSTRS
Dewater Time:
1.19 days
Filename: PECOCO Pond_Operational_10Yr24Hr Re- Design_1109.sc4 Printed 01 -08 -2010
2.05.3 -E2. D -1.18 12/09