PERMFILE113053

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 9/2/2004
• Doc Name: Attachment 10 to 12
• Section_Exhibit Name: Exhibit 7 Streeter Pond - 001A
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
CnrnrdnM f OAA Damcl> I Frhunh
15
•

Elevation Area

(ac) Capacity

(ac-ft) Dixharge

(mss) Dewater
Time
(hrs) - -
6,581.50 0.801 0.963 0.000
6,582.00 1.099 1.437 0.000
6,582.50 1.160 2.001 0.000
6,583.00 1.222 2.597 0.000 Low hole SPW #1
6,583.50 1.341 3.237 0.594 13.04*
6,584.00 1.467 3.939 0.840 10.11*
6,584.50 1.516 4.685 1.029 11.55
6,565.00 1.566 5.455 1.188 9.75 Spillway #1
6,585.50 1.694 6.270 2.674 5.90
6,586.00 1.827 7.150 3.762 3.50
6,586.50 1.917 8.086 4.632 2.80
6,587.00 2.008 9.067 5.348 2.45
6,587.50 2.066 10.085 5.979 2.25
6,588.00 2.125 11.133 6.550 2.05 Spillway #2
6,588.50 2.165 12.211 25.801 1.15
6,588.83 2.224 12.935 38.363 1.20 Peak Stage
6,589.00 2.245 13.318 45.017
6,589.50 2.308 14.456 95.267
6,590.00 2.371 15.626 150.324
6,590.50 2.433 16.827 220.083
6,591.00 2.495 18.059 302.542
*Designates time(s) to dewater have been extrapo/ated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
,r\1
u

Elevation

Perf. Riser (cfs)
Emergency
S iflwa cf§
P Y ( ) Combined
Total

Discharge
(mss)
6,578. 00 0.000 0.000 0.000
6,578. 50 0.000 0.000 0.000
6,579. 00 0.000 0.000 0.000
6,579. 50 0.000 0.000 0.000
6,580. 00 0.000 0.000 0.000
6,580. 50 0.000 0.000 0.000
6,581. 00 0.000 0.000 0.000
6,581. 30 0.000 0.000 0.000
6,581. 50 0.000 0.000 0.000
6,562. 00 0.000 0.000 0.000
6,582. 50 0.000 0.000 0.000
6,583. 00 4.00>0.000 0.000 0.000
Filename: Streeter-SpillwayDesign.srA Printed 07-15-2002