2002-07-05_PERMIT FILE - C1996084A ‎(4)‎

• Permit No: C1996084A
• IBM Index Class Name: Permit File
• Doc Date: 7/5/2002
• Section_Exhibit Name: Exhibit 15-10 Fill 8 Sediment Control Pond 008
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 1998 Pamela J. Schvrab
Civil SofRvare Design
2I
Dewatering time is calculated from peak stage to lowest spillway
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Elevation-Capacity-Discharge Table
L-~

Elevation Area

(ac) Capacity

(ac-~) Discharge

(cts) Dewater
Time
(hrs)
6,747.03 0.693 0.000 0.000 Top of Sed. Storage
6,747.50 0.704 0.325 0.000
6,748.00 0.716 0.680 0.000
6,748.50 0.728 1.041 0.000 Low hole SPW #1
6,749.00 0.740 1.408 0.125 36.41* .
6,749.50 0.752 1.781 0.177 26.46*
6,750.00 0.764 2.160 0.440 10.42*
6,750.50 0.777 2.545 0.566 8.24*
6,751.00 0.789 2.936 1.168 5.70
6,751.50 0.802 3.334 1.462 3.70
6,752.00 0.814 3.738 2.200 2.70
6,752.50 0.827 4.148 2.612 2.05
6,753.00 0.840 4.565 3.457 1.70
6,753.50 0.853 4.988 3.967 1.35
6,754.00 0.866 5.418 5.083 1.15
6,754.50 0.879 5.854 5.753 1.30
6,755.00 0.892 6.296 6.325 1.40 Spillway #1
6,755.50 0.905 6.746 6.838 1.30
6,756.00 0.919 7.202 7.308 1.20
6,756.50 0.932 7.665 7.747 1.25
6,757.00 0.946 8.134 8.160 1.30
6,757.50 0.960 8.611 8.552 1.60
6,757.75 0.967 8.654 8.741 1.60 Peak Stage
6,757.90 0.971 8.997 8.852 Spillway #2
6,758.00 0.974 9.094 10.111
6,758.50 0.988 9.565 16.392
6,759.00 1.D02 10.082 55.235
6, 759.50 1.016 10.586 101.057
6,760.00 1.030 11.098 158.861 ~
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
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Filename: RevPOnd008new.sc4 Printed 02-27-2002