2001-12-11_PERMIT FILE - C1996084A

• Permit No: C1996084A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 15-11 Fill 9 SEDIMENT CONTROL POND 009
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 1998 Pamela J. Schwab
Civil Sohware Design
•

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(cfs) Dewater
Time
(hrs)
6,899.50 0.265 0.649 0.203 7.83'
6,900.00 0.271 0.783 0.254 6.39`
6,900.50 0.276 0.919 0.295 5.61'
6,901.00 0.281 1.059 0.331 5.10"
6,901.50 0.287 1.201 0.363 4.74'
6,902.00 0.292 1.345 0.392 4.65
6,902.50 0.298 1.493 0.419 4.40
6,903.00 0.3D3 1.643 0.445 4.20
6,903.50 0.309 1.796 0.469 4.05
6,904.00 0.315 1.952 0.492 3.90 Spillway ql
6,904.50 0.320 2.111 1.173 7.25
6,904.60 0.322 2.145 1.177 2.10 Peak Stage
6,905.00 0.326 2.273 1.195
6,905.50 0.332 2.437 1.216
6,906.00 0.338 2.605 1.237
6,906.50 0.344 2.775 1.258
6,907.00 0.350 2.949 1.278
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
•

Elevation

Perf. Riser (ds) Combined
Total

Discharge
(cfs)
6,896.92 0.000 0.000
6,897.00 0.000 0.000
6,897.50 0.000 0.000
6,898.00 2.00>0.000 0.000
6,898.50 0.074 0.079
6,899.00 2.00>0.105 0.105
6,899.50 0.203 0.203
6,900.00 0.254 0.254
6,900.50 0.295 0.295
6,901.00 0.331 0.331
6,901.50 0.363 0.363
6,902.00 0.392 0.392
6,902.50 0.419 0.419
6,903.00 0.445 0.945
6,903.50 0.469 0.469
6,904.00 0.492 0.492
Filename: Pond9-10f1 height.sc4 Printed 07-26-2001