PERMFILE132753

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 15 FILL 2 SEDIMENT CONTROL POND 002
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
Cogyhght 1998 Pamela J. SUwao
Civil Software Design
•

Elevation Area

(ac) Capacity

(ac-K) Discharge

(~s) Dewater
Time
(ham)
6,879.50 0.871 3.317 0.871 6.02*
6,880.00 0.680 3.754 0.983 5.39`
6,880.50 0.889 4.197 1.081 4.95"
6,881.00 0.898 4.643 1.171 4.62"
6,881.50 0.907 5.095 1.254 4.36'
6,882.00 0.916 5.551 1.331 4.25
6,882.50 0.925 6.011 1.405 4.10
6,883.00 0.935 6.476 1.474 3.90
6,883.50 0.944 6.946 1.540 3.75
~,884.DD 0.953 7.420 1.604 3.65 Spillway #1
6,884.50 D.963 7.899 2.674 3.20
6,884.94 0.971 8.320 3.495 6.40 Peak Stage
6,885.00 0.972 8.383 3.618
6,885.50 0.981 8.871 3.699
6,886.00 0.991 9.364 3.778
6,886.50 1.000 9.862 3.856
6,887.00 1.010 10.364 3.933
'Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
C J

Detailed Discharge Table

Elevation

Perf. Riser (cfs) Combined
Total

Discharge
(ffs)
6,875. 53 0.000 0.000
6,876. 00 0.000 0.000
6,876. 50 2.00>0.000 0.000
6,877. 00 0.149 0.149
6,677. 50 2.00>0.210 0.210
6,878. 00 0.406 0.406
6,878. 50 2.00>0.907 0.507
6,879. 00 0.738 0.738
6,879. 50. 0.871 0.871
6,880. 00 0.983 0.983
6,B8D. 50 1.081 1.081
6,881. 00 1.171 1.171
6,881. 50 1.254 1.254
6,882. 00 1.331 1.331
6,882. 50 1.405 1.405
6,883. 00 1.474 1.474
Filename: Pond2rev.sc4
Printed 07-23-2001