2021-03-03_PERMIT FILE - C1981019

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 3/3/2021
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh 7-14WA
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
!`nn.,rin h4 100A 9n1n D-1� I Q,k--h
7
Work Area Pond
Pond Inputs:
Initial Pool Elev: 7,147.01 ft
Initial Pool: 0.00 ac-ft
Emergency Spillway
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
7,157.00 50.00 2.00:1 2.00:1 15.00
Pond Results:
Peak Elevation: 7,153.17 ft
Dewater Time: 0.00 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table
Area Capacity Discharge Dewater
Elevation Time
(ac) (ac-ft) (cfs) (hrs)
7,147.00 0.000 0.000 0.000
7,147.01 0.005 0.000 0.000
7,148.00 0.523 0.191 0.000
7,149.00 0.861 0.876 0.000
7,150.00 0.971 1.791 0.000
7,151.00 1.943 3.220 0.000
7,152.00 2.300 5.340 0.000
7,153.00 2.488 7.733 0.000
7,153.17 2.479 8.159 0.000 0.00 Peak Stage
7,154.00 2.607 10.281 0.000
7,155.00 2.690 12.929 0.000
7,156.00 2.792 15.670 0.000
7,157.00 2.913 18.522 0.000 Spillway#1
7,158.00 3.033 21.494 28.839
7,159.00 3.172 24.596 112.896
Detailed Discharge Table
Filename:Appendix Exh.7-14WA 100 Year Storm Event.sc4 Printed 01-06-2021