PERMFILE110767

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 6/16/2006
• Doc Name: Stock Tank T-25 T-26 and T-27 Design
• Section_Exhibit Name: Tab 13 Attachment 13-11A
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Structure Detai/;
Structure #1 (Pond)
Stock Tank T-27
Pond Inputs:

Pond Results:
Initial Pool Elev: 7,803.00
Initial Pool: 0.72 ac-ft
Emergency Spillway
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
7,803.00 25.00 3.00:1 3.00:1 5.00
Peak Elevation: 7,804.23
Dewater Time: 1.10 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-ft) Dischar a
9
(c~) Dewater
Time
(hrs)
7,798.00 0.110 0.000 0.000
7,798.50 0.115 0.056 0.000
7,799.00 0.120 0.115 0.000
7,799.50 0.130 0.177 0.000
7,800.00 0.140 0.245 0.000
7,800.50 0.145 0.316 0.000
7,801.00 0.150 0.390 0.000
7,801.50 0.160 0.467 0.000
7,802.00 0.170 0.550 0.000
7,802.50 0.175 0.636 0.000
7,803.00 0.180 0.725 0.000 Spillway #1
7,803.6D 0.190 0.817 0.327 14.30
7,804.00 0.200 0.915 14.557 11.95
7,804.23 0.204 0.961 23.720 0.05 Peak Stage
7,804.50 0.210 1.017 34.641
7,805.00 0.220 1.125 62.963
7,805.50 0.225 1.236 102.186
Filename: T27 26yr revl.srA Printed 01-31-2DOti
13-11A.31