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
Copyright 1998 Pamela J. Schwab
Cavil Software Desgn
•
Structure #1 (Pond)
POND B-1
Pond Inputs:
Structure Detai/;
Initial Pool Elev: 6,866.30
Initial Pool: 1.03 ac-ft
Broad-crested Weir
Weir Width Spillway Elev
(R)
0.25 6,866.30
Emergency Spillway
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
6,867.40 20.00 3.00:1 3.00:1 8.00
• Pond Results:
Peak Elevation: 6,867.67
Dewater Tme: 1.82 days
Dewateiing time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table
•

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(~s) Dewater
Tme
(hrs)
6,862.00 0.000 0.000 0.000
6,862.50 0.023 0.004 0.000
6,863.00 0.090 0.030 0.000
6,863.50 0.165 0.093 0.000
6,863.68 0.236 0.169 0.000
6,864.00 0.249 0.198 0.000
6,864.50 0.301 0.335 0.000
6,865.00 0.359 0.500 0.000
6,865.50 0.396 0.689 0.000
6,866.00 0.435 0.896 0.000
6,666.30 0.457 1.030 0.000 Spillway ttl
Filename: pondB26-24A.sc4
Printed Ot-03-2000