PERMFILE48475

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Sediment Pond SEDCAD Results
• Section_Exhibit Name: Tab 13 Attachment 13-5B Appendix 1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 1998 Partrela J. Schwab
Cihl $ORwaR Design
i
Structure #1 (Null1
Structure #Z (Ponce
Pond 16
Pond Inputs:
Structure Detai/:
Initial Paol Elev: 7,466.50
Initial Pool: 12.82 ac-ft
Emeroency Spillway
Pond Results:
Spillway , _ Crest Length -.Left Right ~ Bottom
Elev, (R) _ _ Sideslope sideslope Width (R)
7,466.50 36.00 3.00:1 3.00:1 20.00
Peak Elevatlon: 7,468.38
Dewater Time; 0.59 days
• Dewatering time is calculated from peak stage to lowest spillway
Elevation-Caoacit~Discharge Table

Elevation Area

(ac) Capacity.

(ac-R) .. Discharge
-
~. ` (~sj _ ~ _ Dewater :.
Time _ _
_ (ham). .._ _
7,446.00 0.162 0.000 0.000
7,446.50 0.187 0.087 0.000
7,447.00 0.215 0.188 0.000
7,447.50 0.244 0.302 0.000
7,448.00 0.275 0.432 0.000
7,448.50 0.293 0.574 0.000
7,449.00 0.311 0.725 0.000
7,449.50 0.330 0.885 0.000
7,450.00 0.349 1.055 0.000
7,450.50 0.366 1.234 0.000
7,451.00 0.387 1.423 0.000
7,451.50 0.407 1.621 O.D00
7,452.00 0.428 1.830 0.000
7,452.50 0.448 2.049 0.000
7,453.00 0.469 2.279 0.000
Filename: pondl6-25-V-40.sc4 Printed 09-20.2001