2017-01-25_PERMIT FILE - C1981010 ‎(3)‎

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 1/25/2017
• Doc Name: Deal Gulch Pond As-Built and Design
• Section_Exhibit Name: Appendix Q Section XXXVI
• Media Type: D
• Archive: No

$EDCAD 4 for Windows
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Structure Detail;
Structure #3 (Null
Additional ac, for diversion
Structure #4 (Erodible Channel
Trapezoidal Erodible Channel Inputs:
Material: Coarse gravel noncolloidal
Bottom Left Right
Sideslope Sideslope Slope (%) Manning's n
Freeboard
Freeboard Freeboard
Limiting
Width (ft)
Ratio Ratio
Depth (ft) % of Depth x
Velocity
Top Width:
Vx
( VxD)
(fps)
10.00 3.0:1 3.0:1 8.2 0.0250
1.00
6.0
Erodible Channel Results:
Structure #1 (Null
Structure #2 (Pond,
Deal Gulch Pond
Pond Inputs:
Initial Pool Elev: 7,295.50 ft
w/o Freeboard w/ Freeboard
Design Discharge:
3.61 cfs
Depth:
0.10 ft 1.10 ft
Top Width:
10.59 ft 16.59 ft
Velocity:
3.56 fps
X -Section Area:
1.01 sq ft
Hydraulic Radius:
0.095 ft
Froude Number:
2.03
Initial Pool Elev: 7,295.50 ft
Initial Pool:
0.81 ac -ft
*Sediment Storage:
1.23 ac -ft
Dead Space:
0.00%
*Sediment capacity was entered by user
Emerqencv Sgillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
7,295.50 40.00 3.00:1 3.00:1 2.00
Filename: deal_10yr_tr115.sc4 Printed 07-15-2016