PERMFILE132039

• Permit No: C1994082A
• IBM Index Class Name: Permit File
• Doc Date: 9/30/2002
• Doc Name: Sediment Ponds SEDCAD4 Results
• Section_Exhibit Name: Tab 13 Attachment 13-12 Appendix 13-12.1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
COPY^gm t99B Pamela J Scnwab
Civil Software Design
•
Structure ~1 [Pond)
Pond 14
Pond Inputs:
5
Peak Elevation: 7,388.78
H'graph Detention Tme: 0.18 hrs
Dewater Time: 0.56 days
Dewatering time is ca/cu/aced from peak stage to lowest spillway
Permanent Pool Elev: 7,387.50
Permanent Pool: 12.72 ac-k
Emergency Sp illway
Spillway Elev Crest Length Lek Right Bottom
(k) Sideslope Sideslope Width (k)
7,387.50 30.00 3.00:1 3.00:1 :0.00
Pond Results:
•
C
J
Structure Detai/;
Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-k) Discharge Dewater
Tme
(~s) (hrs)
7,360. 00 0.110 0.000 0.000
7,361. 00 0.126 0.118 0.000
7,362. 00 0.143 0.252 0.000
7,363. 00 0.161 0.404 0.000
7,364. 00 0.180 0.574 D.000
7,365. 00 0.200 0.764 0.000
7,366. 00 0.222 0.975 0.000
7,367. 00 0.245 1.208 0.000
7,368. 00 0.269 1.465 0.000
7,369. 00 0.294 1.746 0.000
7,370. 00 0.320 2.053 0.000
7,371. 00 0.348 2.386 0.000
7,372. 00 0.377 2.748 0.000
7,373. 00 0.407 3.140 0.000
7,374.
7,375. 00
00 O.a38
0.470 3.562
4.016 0.000
0.000
Filename: pt4b sca Printed 02-26-t999