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. Schwab
Civil Sohware Design
•

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(ds) Dewater
Time
(ham)
6,752.00 0.814 3.738 2.200 2.70
6,752.50 0.827 4.148 2.612 2.10
6,753.00 0.840 4.565 3.457 1.65
6,753.50 0.853 4.988 3.967 1.40
6,754.00 0.866 5.418 5.083 1.15
6,754.50 0.879 5.654 5.753 0.95
6,755.00 0.892 6.296 6.325 0.90 Spillway #1
6,755.50 0.905 6.746 6.838 1.00
6,756.00 0.919 7.202 7.308 1.55
6,756.50 0.932 7.665 7.747 1.35
6,757.00 0.946 8.134 8.160 1.35
6,757.50 0.960 8.611 8.552 1.55
6,757.90 0.971 8.997 8.852 1.85 Spillway #2
6,758.00 0.974 9.094 10.111 0.55
6,758.50 0.968 9.585 16.392 2.05
6,759.00 1.002 10.082 55135 1.00
6,759.41 1.013 10.495 92.785 0.35 Peak Stage
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 DischarcLe Table
•

Elevation

Perf. Riser (cfs)
Emergency
S illwa cfs
P Y ( ) Combined
Total

Discharge
(cfs)
6,747. 03 0.000 0.000 0.000
6,747. 50 0.000 0.000 0.000
6,748. 00 0.000 0.000 0.000
6,748. 50 1.50>0.000 0.000 0.000
6,749. 00 0.125 0.000 0.125
6,749. 50 2.00>0.177 0.000 0.177
6,750. 00 0.440 0.000 0.440
6,750. 50 3.00>0.566 0.000 0.566
6,751. 00 1.168 0.000 1.168
6,751. 50 3.00>1.962 0.000 1.462
6,752. 00 2.200 0.000 2.200
6,752. 50 3.00>2.612 0.000 2.612
6,753. 00 3.457 0.000 3.457
6,753. 50 3.50>3.967 0.000 3.967
20
Filename: Rev100Pond008new.sc4 Printed 02-27-2002