PERMFILE131211

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 1/11/2007
• Doc Name: Pond 016 Spillway Certifiation
• Section_Exhibit Name: Tab 13 Attachment 13-5F Appendix 1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
CnnvrinF~ 100N Oamala 1 Crhunh
i
Structure #2 (NuII~
watershed area
Structure #3 (Pond1
Pond O16A
Pond Inputs:
Structure Detai/:
Initial Poot Elev: 7,526.60
Initial Pool: 19.95 ac-tt
Emergency Spillway
Spillway Elev Crest Length Left Right Bottom
(ft} Sideslope Sideslope Width (ft}
7,526.60 27.00 3.00:1 3.00:1 48.00
Pond Results:
Peak Elevation: 7,527,80
Dewater Time: 0.57 days
Dewatering time is calcu/ated from peak stage to lowest spil/way
Elevation-Capacity-Discharge Tabie

Elevation Area

(ac) Capacity

(ec-ft) Discharge

(mss) Dewater
Time I
(hrs) I,
7,506.00 0.286 0.000 0.000
7,506.50 0.314 0.150 0.000
7,507.00 0.344 0.315 0.000
7,507.50 0.375 0.495 0.000
7,508.00 0.408 0.690 0.000
7,508.50 0.438 D.902 O.OOD
7,509,00 0.468 1.128 O.OOD
7,509.SD 0.500 1.370 0.000
7,510.00 0.533 1.629 0.000
7,510.50 0.563 1.903 0.000
7,511.00 0.595 Z.S92 0.000
7,511.50 0.627 2.498 0.000
7,512.00 0.660 2.819 0.000
7,512.50 0.691 3.157 0.000
Filen~aRmg: POndl6System TR56 Emergency Spillway Only 9-20-061~~ B.7
Printed 0~9~201-~00¢~