2011-03-21_PERMIT FILE - C2009087A ‎(16)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: Upper Sump Design 25 yr/24hr Storm Event
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.E Addendument 2.05.3-E2.E-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
25
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
6,768.50
0.814
2.456
0.000
0.000
6,768.80
0.835
2.704
0.000
0.000
6,769.00
0.850
2.872
0.000
0.000
6,769.50
0.889
3.307
0.000
6,767.50
6,770.00
0.930
3.762
0.000
0.000
6,770.50
0.971
4.237
0.000
0.000
6,771.00
1.013
4.733
0.000
0.000
6,771.50
1.056
5.250
0.000
6,769.50
6,772.00
1.100
5.789
0.000
0.000
6,772.50
1.150
6.352
0.000
Spillway #1
6,773.00
1.194
6.938
6.886
1.03*
6,773.03
1.197
6.975
7.385
1.80 Peak Stage
6,773.50
1.240
7.546
15.127
Spillway #2
6,774.00
1.286
8.178
19.170
6,774.50
1.332
8.832
46.845
6,775.00
1.380
9.510
80.841
*Designates times) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
Elevation (ft)
Drop Inlet
(cfs)
cfs
Emergency
Spillway cfs
P Y ( )
Combined
Total
Discharge
g
(cfs)
6,765.00
0.000
0.000
0.000
6,765.50
0.000
0.000
0.000
6,766.00
0.000
0.000
0.000
6,766.50
0.000
0.000
0.000
6,767.00
0.000
0.000
0.000
6,767.50
0.000
0.000
0.000
6,768.00
0.000
0.000
0.000
6,768.50
0.000
0.000
0.000
6,768.80
0.000
0.000
0.000
6,769.00
0.000
0.000
0.000
6,769.50
0.000
0.000
0.000
6,770.00
0.000
0.000
0.000
6,770.50
0.000
0.000
0.000
6,771.00
0.000
0.000
0.000
6,771.50
0.000
0.000
0.000
6,772.00
0.000
0.000
0.000
6,772.50
0.000
0.000
0.000
Filename: Upper Sump 25yr, 24hr.sc4 Printed 02 -04 -2011