PERMFILE70892

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Figure Crooked
• Section_Exhibit Name: EXHIBIT 15 FILL 3 SEDIMENT CONTROL POND 003
• Media Type: D
• Archive: No

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

Elevation Area

(ac) Capacity

(ac-R) Discharge

(cfs) Dewater
Tme
(hrs)
6,842.50 0.789 1.496 0.364 13.05"
6,843.00 0.798 1.893 0.439 10.93'
6,843.50 0.807 2.294 0.577 8.42'
6,844.00 0.816 2.700 0.663 7.41"
6,844.50 0.826 3.111 0.811 6.12'
6,845.00 0.835 3.526 0.908 5.53'
6,845.50 0.844 3.946 0.993 5.12'
6,846.00 0.853 4.370 1.069 4.80•
6,846.50 0.863 4.799 1.140 4.56"
6,847.00 0.872 5.233 1106 4.45
6,847.50 0.882 5.671 1168 4.30
6,848.00 0.891 6.115 1.328 4.15
6,848.50 0.901 6.563 1.384 4.00
6,849.00 0.911 7.016 1.439 3.90 Spillway #1
6,849.50 0.920 7.473 2.437 5.00
6,849.60 0.922 7.570 2.448 3.25 Peak Stage
6,850.00 0.930 7.936 2.489 Spillway #2
6,850.50 0.930 8.401 15.485
6,851.00 0.930 8.866 169.938
6,851.50 0.930 9.331 340.902
6,852.00 0.930 9.796 556.727
*Designa[es time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
•

Elevation

Perf. Riser (cfs)
Emergency
S illwa cfs
P Y ( ) Combined
Total

Discharge
(cfs)
6,840.56 0.000 0.000 0.000
6,841.00 1.60>0.000 0.000 0.000
6,841.50 0.167 0.000 0.167
6,842.00 1.00>0.236 0.000 0.236
6,842.50 0.364 0.000 0.364
6,843.00 1.00>0.439 0.000 0.439
6,843.50 0.577 0.000 0.577
6,844.00 1.00>0.663 0.000 0.663
6,844.50 0.811 0.000 0.811
6,845.00 0.908 0.000 0.908
6,845.50 0.993 0.000 0.993
6,846.00 1.069 0.000 1.069
Filename: pond3.sc4 Prinletl 04-23-2001