2013-09-26_PERMIT FILE - C2009087

• Permit No: C2009087
• IBM Index Class Name: Permit File
• Doc Date: 9/26/2013
• Doc Name: As Built Report
• Section_Exhibit Name: Addendum 2.05.3-E2.E-4
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
(` —,;,h+ loos _9nin P—to 1 Snhur,h
Structure Detail;
Structure #1 (Null
Structure #2 (Cu /vertu
SC -Z6
Culvert Inputs:
Max. Ta lwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
B5.00 1.00 0.0150 0.50 0.00 0.91
Culvert Results:
Design Discharge = 0.21 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
Filename: Printed 04 -17 -2013