2007-06-01_PERMIT FILE - C1981019A ‎(10)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: West Pit Fill Ditch & East Taylor Pond Ditch Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14F
• Media Type: D
• Archive: Yes

•
1N~d h eft) Sldes ope Sldels otpe Slope (%a) I Depth (ft) %rot Dep h Mult x (VxD)
Ratio Ratio I
10.00 3.0:1 3.0:1 6.0I 1.00
Simons/OSM Method -Steep Slope Design
w/o Freeboard w/ Freeboard
Depth: 0.51 ft 1.51 ft
top Width: 13.03 ft 19.03 ft
____
^ Velocity':
X•Section Area:
Hydraulic RadiusNY
Froude Number`:
Manning's n':
__._._.__ 5.82 sq ft
0.441

_
T~-_ `_
Dmin; 2.00 in
D50: 6.00 in
Dmax: 7.50 in

~J
SEDCAD 4.0
Copyright 1998 Pamela J. Schwab
Civil Software Design
West Pit Ditch Sta. 69 to 121: Q-57.9
Material: Riprap
Velocity and Manning's n calculations may not apply for this method.
1
SEDCAD Utility Run Printed 09-18-1998
Exh. 7-14F Revision Date: 7/25/06
32 Revision No.: TR-63