2013-04-08_PERMIT FILE - C1981019A ‎(2)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 4/8/2013
• Doc Name: East Pit Recl Sequencing & Ditch Designs for Prospect Ditch, N Tribut E Pit Ditch & Final E Pit Ditc
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14R
• Media Type: D
• Archive: Yes

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'15
Elevation (ft)
Emergency
Spillway cfs
P Y ( )
Combined
Total
Discharge
(cfs)
7,378.00
0.000
0.000
7,378.50
0.000
0.000
7,379.00
0.000
0.000
7,379.50
0.000
0.000
7,380.00
0.000
0.000
7,380.50
0.000
0.000
7,381.00
0.000
0.000
7,381.50
0.000
0.000
7,382.00
0.000
0.000
7,382.50
0.000
0.000
7,383.00
0.000
0.000
7,383.50
0.000
0.000
7,384.00
0.000
0.000
7,384.50
0.000
0.000
7,385.00
0.000
0.000
7,385.50
0.000
0.000
7,386.00
0.000
0.000
7,386.50
0.000
0.000
7,387.00
0.000
0.000
7,387.50
0.000
0.000
7,388.00
0.000
0.000
7,388.50
0.000
0.000
7,389.00
0.000
0.000
7,389.50
3.625
3.625
7,390.00
48.400
48.400
Structure #8 (Vegetated Channel)
Reach 1 NTEP Ditch below Pond NTEP1
Trapezoidal Vegetated Channel Inputs:
Material: Smooth brome
Bottom Left Right Retardance
Freeboard Freeboard Freeboard
Limiting
Sideslope Sideslope Slope ( %)
Width (ft) Ratio Ratio Classes
Depth (ft) % of Depth Mult. x (VxD)
Velocity
(fps)
12.00 2.0:1 2.0:1 21.3 D, B
1.00
5.0
Vegetated Channel Results:
Stability
Stability
Capacity
Capacity
Class D w/o
Class D w/
Class B w/o
Class B w/
Freeboard
Freeboard
Freeboard
Freeboard
Design Discharge: 10.21 cfs
10.21 cfs
Depth: 0.22 ft
1.22 ft
0.40 ft
1.40 ft
Filename: NTEP and Final East Pit Ditches 1024 2017 REV 1.sc4 Printed 03 -26 -2013
Exh. 7- 14R -34 Revision Date: 3/27/2013
Revision No.: TR -97