PERMFILE127218

• Permit No: C1980005A
• IBM Index Class Name: Permit File
• Doc Date: 9/28/2007
• Doc Name: 10-Year, 24 Hour SEDCAD Modeling
• Section_Exhibit Name: Tab 07 Appendix 7-6c.1 Addendum 7.6-1A
• Media Type: D
• Archive: Yes

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Elevation Area

(ac) Capacity

(arft) Discharge

(~) Dewater
Time
(hrs)
6,946. 01 1.405 0.000 0.000 Top of Sed. Storage
6,946. 50 1.556 0.727 0.000
6,947. 00 1.717 1.545 0.000
6,947. 50 1.880 2.444 0.000
6,948. 00 2.051 3.427 0.000
6,948. 17 2.109 3.760 0.000 Spillway #2
6,948. 50 2.223 4.495 0.453 19.07*
6,948. 52 2.230 4.540 0.464 1.20
6,949. 00 2.400 5.651 0.759 22.45
6,949. 00 2.389 5.657 0.761 0.25 Peak Stage
6,949. 50 2.553 6.889 1.116
6,949. 52 2.560 6.940 1.124
6,949. 80 2.647 7.668 1.223
6,950. 00 2.710 8.204 1.293
6,950. 15 2.745 8.613 1.346 Spillway #1
6,950. 50 2.826 9.588 8.677
6,951. 00 2.943 11.030 19.135
6,951. 50 3.065 12.532 49.952
6,952 .00 3.190 14.096 94.848
6,952. 50 3.299 15.718 151.421
6,953. 00 3.409 17.395 225.689
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table

Elevation
Emergency
Spillway (cfs)
Straight Pipe
(cfs) Combined
TO~I
Discharge
(cfs)
6,946.01 0.000 0.000 0.000
6,946.50 0.000 0.000 0.000
6,947.00 0.000 0.000 0.000
6,947.50 0.000 0.000 0.000
6,948.00 0.000 0.000 0.000
6,948.17 0.000 0.000 0.000
6,948.50 0.000 (1)>0.463 0.453
6,948.52 0.000 (1)>0.464 0.464
6,949.00 0.000 (3)>0.759 0.759
6,949.50 0.000 (6)>1.116 1.116
6,949.52 0.000 (6)>1.124 1.124
6,949.80 0.000 (6)>1.223 1.223
13
Filename: Pond 004 TR-42 Storage Capacity Review 09_07.srA
TR-42
7-6c. l A-13
Printed 08-29-2007
Revised 09/07