2021-12-15_PERMIT FILE - C1981019A

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 12/15/2021
• Doc Name: East Taylor Pond & Permanent Channels
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14ET
• Media Type: D
• Archive: Yes

Trap Efficiency: 100.00 %
Dewatering time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table
Elevation Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
7,443.00 0.014 0.000 0.000 Top of Sed. Storage
7,444.00 0.050 0.030 0.000
7,445.00 0.079 0.094 0.000
7,446.00 0.106 0.186 0.000
7,447.00 0.133 0.305 0.000
7,448.00 0.161 0.452 0.000
7,449.00 0.190 0.627 0.000
7,450.00 0.219 0.831 0.000
7,451.00 0.249 1.065 0.000
7,452.00 0.280 1.329 0.000
7,453.00 0.313 1.625 0.000
7,454.00 0.348 1.955 0.000 Spillway #1
7,454.08 0.354 1.984 3.366 10.50 Peak Stage
7,455.00 0.389 2.324 43.900
Detailed Discharge Table
Elevation
(ft)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
7,443.00 0.000 0.000
7,444.00 0.000 0.000
7,445.00 0.000 0.000
7,446.00 0.000 0.000
7,447.00 0.000 0.000
7,448.00 0.000 0.000
7,449.00 0.000 0.000
7,450.00 0.000 0.000
7,451.00 0.000 0.000
7,452.00 0.000 0.000
7,453.00 0.000 0.000
7,454.00 0.000 0.000
7,455.00 0.000 43.900
Structure #10 (Riprap Channel)
Taylor Ditch TD-1 to TD-2 Stockpond
Filename: East Taylor Pond 10 Yr 24 Hr Post Mine.sc4 Printed 11-08-2021
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