PERMFILE72269

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 08f CYCC Pond B - Stage Storage - Estimated
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
Copynght 1998 Pamela J. Schwab
Civil SoNware Design
•

Elevation Area

(ec) Capacity

(ac-~) Discharge

(~s) Dewater
Time
(hrs)
6,866.50 0.471 1.123 0.069 16.25'
6,867.00 0.507 1.367 0.452 14.50
6,867.40 0.533 1.575 0.890 9.55 Spillway #2
6,867.50 0.540 1.629 2.401 2 40
6,867.67 0.552 1.723 4.964 0.95 Peak Stage
6,868.00 0.574 1.908 10.023
6,868.50 0.598 2.200 29.287
6,869.00 0.622 2.505 59.248
6,669.50 0.643 2.822 101.347
6,870.00 0.665 3.149 155.518
*Designates time(s) to dewater have been extrapolated beyond the SO hour hydrograph limit.
Detailed Discharge Table
•

levation
Broad-

crested Weir
(cfs)

Emergency
Spillway (6s) Combined
Total

Discharge

(cFS)
6,862.00 0.000 0.000 0.000
6,862.50 0.000 0.000 0.000
6,863.00 0.000 0.000 0.000
6,863.50 0.000 0.000 0.000
6,863.88 0.000 0.000 0.000
6,864.00 0.000 0.000 0.000
6,864.50 0.000 0.000 0.000
6,865.00 0.000 0.000 0.000
6,865.50 0.000 0.000 0.000
6,866.00 0.000 0.000 0.000
6,666.30 0.000 0.000 0.000
6,666.50 0.069 0.000 0.069
6,867.00 0.452 0.000 0.452
6,867.40 0.890 0.000 0.890
6,867.50 1.015 1.366 2.401
6,868.00 1.711 8.312 10.023
6,866.50 2.519 26.769 29.287
6,869.00 3.421 55.824 59.248
6,869.50 4.418 96.929 101.347
6,870.00 5.493 150.025 155.518
Filename: pontlB26-24A.sc4
Printed 01-03-2000