2011-06-29_PERMIT FILE - C1981019 ‎(15)‎

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2011
• Doc Name: Attachment 1 to Attachment 12
• Section_Exhibit Name: Exhibit 07 East Taylor Pond 010A
• Media Type: D
• Archive: No

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SEDCAD 4 for Windows
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Elevation
(ft)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
91.50
0.000
0.000
92.00
0.000
0.000
92.50
0.000
0.000
93.00
0.000
0.000
93.50
0.000
0.000
94.00
0.000
0.000
94.50
0.000
0.000
95.00
0.000
0.000
95.50
0.000
0.000
96.00
0.000
0.000
96.50
0.000
0.000
97.00
0.000
0.000
97.50
0.000
0.000
98.00
0.000
0.000
98.50
0.000
0.000
99.00
0.000
0.000
99.50
0.000
0.000
100.00
0.000
0.000
100.50
3.625
3.625
101.00
48.400
48.400
101.50
99.605
99.605
102.00
167.398
167.398
102.50
249.224
249.224
103.00
344.812
344.812
Structure #9 6%2rap Channel)
east east groin ditch
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right Freeboard Freeboard Freeboard
Width
Bottom
(ft) Sideslope Sideslope Slope ( %)
Depth (ft) % of Depth Mult. x
Ratio Ratio
(VxD)
12.00 3.0:1 3.0:1 25.0
1.00
Riprap Channel Results:
Simons /OSM Method - Steep Slope Design
13
Filename: E Taylor Sed Pond Post Mining Phase 10 24.sc4 Printed 12 -12 -2010
Exh. 7 -ET -51 Revision Date: 12/31/10
Revision No.: TR -81