PERMFILE68028

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 11/15/2004
• Doc Name: Attachment 1 to 4
• Section_Exhibit Name: Exhibit 07 Taylor Pump Pond
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Structure #1 (Pond)
Pond Inputs:
Structure Detai/;
Initial Pool Elev; 6,555.00
Initial Pool: 1.80 ac-ft
Emergency Soillway
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslape Width (ft)
6,555.00 80.00 1.50:1 1.50:1 40.00
Pond Results:
Peak Elevation: 6,555.06
Dewater Time: 0.14 days
Dewatering time is ca/cu/ated hom peak stege to lowest spil/way
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Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(~s) Dewater
Time
(hrs)
6,549.00 0.100 O.ODO 0.000
6,549.50 0.126 0.056 0.000
6,550.00 0.154 0.126 0.000
6,550.50 0.186 0.211 0.000
6,551.00 0.220 0.312 0.000
6,551.50 0.250 0.930 0.000
6,552.00 0.281 0.562 0.000
6,552.50 0.315 0.711 0.000
6,553.00 0.350 0.877 0.000
6,553.50 0.402 1.065 0.000
6,554.00 0.458 1.280 0.000
6,554.50 0.517 1.523 0.000
6,555.00 0.580 1.798 0.000 Spillway #1
6,555.06 0.558 1.836 4.235 3.35 Peak Stage
6,555.50 0.590 2.090 32.646
6,556.00 0.600 2.388 65.291
Detailed Discharge Table
Filename: TaylorPump-SpillwayDesign.scA Printed OS-21-2002