PERMFILE102238

• 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 East Taylor Pond - 010A
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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Elevation Area

(ac) Capacity

(ac-ft) Discharge

(~s) Dewater
Time
(hrs)
6,950. 50 0.683 6.385 2.143 1.95
6,951. 00 0.706 6.732 2.223 1.90
6,951. 50 0.730 7,091 2.301 1.95
6,952. 00 0.754 7.462 2.377 1.90 Spillway #1
6,952. 50 0.779 7.846 5.165 1.30
6,953. 00 0.804 8.242 8.509 0.70
6,953. 50 0.830 8.650 10.421 0.55
6,954. 00 0.857 9.072 12.033 0.50 Spillway #Z
6,954. 50 0.915 9.515 17.078 0.65
6,955. 00 0.975 9.987 63.138 2.25
6,955. 02 0.961 10.007 65.292 0.10 Peak Stage
6,955. 50 1.004 10.482 115.523
6,956. 00 1.033 10.991 184.415
6,956. 50 1.033 11.508 267.274
6,957. 00 1.033 12.024 363.838
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table

Elevation

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

Discharge
(cfs)
6,930. 00 0.000 0.000 0.000
6,930. 50 0.000 0.000 0.000
6,931. 00 0.000 0.000 0.000
6,931. 50 0.000 0.000 0.000
6,932. 00 0.000 0.000 0.000
6,932. 50 0.000 0.000 0.000
6,933. 00 0.000 0.000 0.000
6,933. 50 0.000 0.000 0.000
6,934. 00 0.000 0.000 0.000
6,934. 50 0.000 0.000 0.000
6,935. 00 0.000 0.000 0.000
6,935. 50 0.000 0.000 0.000
6,936. 00 0.000 0.000 0.000
6,936. 50 0.000 0.000 0.000
6,937. 00 0.000 0.000 0.000
6,937. 50 0.000 0.000 0.000
6,938. 00 0.000 0.000 0.000
6,938. 50 0.000 0.000 0.000
10
Filename: EastTaylor-SpillwayDesign.sc4 Printed OS-11-2002