PERMFILE113083

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2006
• Doc Name: Stockpond Emergency Spillway SEDCAD Runs
• Section_Exhibit Name: Tab 13 Attachment 13-12 Appendix 13-12.5
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
•
Structure #4 jNullj
YPM-Z
Structure #1 (Nu/l)
YPM-1-1
Structure #13 LPond)
Yoast Stockpond-1
Pond Inputs:
Structure Detai/;
Initial Pool Elev: 7,688.70
Initial Pool: 1.74 ac-ft
Emergency Spillway
Spillway Elev Crest'Leng[h' - Left - ~ ~ Right„ Bottom ;
(ft) ,~; Sidesldpe " Sideslope- Width (ft)
7,688.70 15.00 3.00:1 3.00:1 10.00
• Pond Results:
Peak Elevation: 7,689.02
DewaterTime: 0.56 days
Dewatering time is calculated from peak stage to lowest spi/lway
Elevation-Capacity-Discharge Table
•

Elevation Areal. ~. Capacity' ~.~
r " Discharges, Dewater . -.
Tme ..
7,685.00 0300 0.000 0.000
7,685.50 0.339 0.160 0.000
7,686.00 0.380 0.339 0.000
7,686.50 0.429 0.541 0.000
7,687.00 0.480 0.768 0.000
7,687.50 0.534 1.022 0.000
7,688.00 0.590 1.302 0.000
7,688.50 0.633 1.606 0.000
7,688.70 0.650 1.736 0.000 Spillway #1
7,689.00 0.690 1.937 7.043
7,689.02 0.693 1.950 7.454 13.55 Peak Stage
7,689.50 0.758 2.299 18.789
5
Filename: Yoast_Stockpond_1.sc4 Printed 02-28-2006