2018-01-03_PERMIT FILE - C1981010A ‎(5)‎

• Permit No: C1981010A
• IBM Index Class Name: Permit File
• Doc Date: 1/3/2018
• Doc Name: Deal Gulch #2 Hydrologic Model
• Section_Exhibit Name: Appendix Q Section XXXIX
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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Structure Detail;
Structure #2 (Null)
61.1 AC (87 CN) Running to 154.5 AC (47 CN)
Structure #1 (Null)
89.4 AC (87 CN) Running to 36.3 AC (47 CN)
Structure #4 (Null
22.1 AC (47 CN) and 34.5 AC (67 CN) to Pond 1
Structure #6 (Pond)
"Pond 1 "
Pond Inputs:
Pond Results:
Initial Pool Elev:
6,825.00 ft
Initial Pool:
2.57 ac -ft
*Sediment Storage:
4.71 ac -ft
Dead Space:
0.00%
*Sediment capacity was entered by user
Emergencv Soillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
6,825.00 30.00 2.00:1 2.00:1 5.00
Peak Elevation:
6,827.18 ft
H'graph Detention Time:
0.98 hrs
Pond Model:
CSTRS
Dewater Time:
0.81 days
Trap Efficiency:
0.00
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
8 V
Filename: Deacon25yr24hr_2.sc4 Printed 08-15-2017