2006-06-15_PERMIT FILE - C1981035A ‎(13)‎

• Permit No: C1981035A
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2006
• Section_Exhibit Name: KII Appendix 11 Hydrologic Designs
• Media Type: D
• Archive: Yes

~;EDC,4D 4 for Windows
PADER Method - Sieep Slope Design
• L w;c Preelwa!d ~:/ Preeucurd
Uesun Oisd!arge: 22.36 cis
G2pti•,: O.N2 (t 1.L2 k
Tnp Wi(ffh,: G.28 ([ 7,-18 k
V kXtC/: S.SS fps
x-Saaicn Fr_a: 3.BU sq (t
_ ---
N;d2uliC Radiu_:
0.571
rr~ude Plurr.uer: ?33 i

Dmm: ?.00 in
i Dsfi: 3.00 in f
,' Dmax: 4.50 in i
- - - ,li....: ~:
~~OD-=l Road Culvert
Culvert Inputs:

^1ax. Eniront=_
Ti:Ve+a'cr
Len~__~ (k) Slc:r~~ ("6) hl~nnincl s n Headwater ((t) Lo ~ C._r.
I Q-O (KE)
~, 105.09 3.33 UA240 2.0!1 6.00 O.SG
Culvert Results:
Design Discharge = 21.77 cfs
Minimum pipe diameter: i - 45 inch pipe(s) required

•
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