2007-06-01_PERMIT FILE - C1981019A ‎(9)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: Section 16 Fill Ditch, Final East Pit Ditch & Prospect Ditch Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14D
• Media Type: D
• Archive: Yes

•
SEDGAD 4.0
Copyrignt S99@ Pamela J. Schwab
Civil Software Design
final East Pit Ditch Sta, D to 56: q='t 02.4
Material: Riprap
~ Bottom Left Right ~ Freeboard Freeboard Freeboard
Sidesiope Sidestope Slope (~)
Width (ft) Ratio Ratio ( Depth (ft) °/, of Depth Mult. x (VxD}
t 10.00 3.0:1 3.0:1 20.0 ( 1.00
SimonslOSM Method -Steep S{ope Design
w/a Freeboard w/ Freeboard
Depth: 0.53 ft t.53 ft
Top Width: 13,"16 ft 19,16 ft
i Velocity`: ^
~ X-Section Area: 6.10 sq ft
Hydraulic fladlus:
Fraude Number';. 6.458
I Manning's n':
Dmin:
.._.,----- --._.w_
D50:
--___._....._.. Dmax: SAO in
_._.._------_---
15.00 in
_..... __ __:.. _~_...__•--__.~-
8.75 to
•
Velocity and Manning's n ralpulations may not apply far this method.

SED~ADUtitityYRUn~, .....__.. . ___.._.________ ~... _. _. ~ Printed 09-17-1998
Exh. 7-14D
11
Revision Date: 7/25/06
Revision No. TR-63