2008-12-11_PERMIT FILE - C1980007A ‎(19)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2008
• Doc Name: 100 Year, 24 Hour Surface Water Control Plan
• Section_Exhibit Name: Exhibit 66 Pond MB-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
•
is

Elevation
(ft)
Drop Inlet
(cfs)
Drop Inlet
(cfs)
Emergency
Spillway (cfs) Combined
Total
Discharge
(cfs)
6,298.50 0.000 2.544 0.000 2.544
6,299.00 0.000 2.588 0.000 2.588
6,299.50 0.000 2.631 0.000 2.631
6,300.00 0.000 2.673 0.000 2.673
6,300.50 0.000 2.715 0.000 2.715
6,301.00 0.000 2.756 0.000 2.756
6,301.50 0.000 2.797 0.000 2.797
6,302.00 5.165 2.836 0.000 8.001
6,302.50 8.509 2.876 0.000 11.385
6,303.00 10.421 2.915 0.000 13.336
6,303.50 12.033 2.953 0.000 14.986
6,304.00 13.454 2.991 0.000 16.444
6,304.40 14.490 3.021 0.000 17.510
6,304.50 14.738 3.028 0.909 18.674
6,304.96 15.827 3.062 5.085 23.974
6,305.00 15.918 3.065 26.847 45.831
6,305.06 16.054 3.069 26.847 45.971
6,305.16 16.279 3.077 35.194 54.549
6,305.26 16.499 3.084 45.148 64.730
6,305.36 16.717 3.091 55.519 75.327
6,305.50 17.018 3.101 78.878 98.996
6,305.86 17.639 3.127 120.876 141.643
6,306.00 17.731 3.137 152.403 173.271
6,306.36 17.963 3.163 204.665 225.792
Structure #3 (Culvert)
CI-5A
Culvert Inputs:
Max. Entrance
Tailwater
Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef.
(ft) (Ke)
141.00 5.00 0.0130 5.25 0.00 0.9(
Culvert Results:
Design Discharge = 3.87 cfs
Minimum pipe diameter: 1 - 10 inch pipe(s) required
Structure #2 [Culvert)
CI-5B
41
Filename: MB-1.sc4 Printed 10-22-2008