2015-09-09_PERMIT FILE - C1981019 ‎(37)‎

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 9/9/2015
• Doc Name: Attachment 1 to Attachment 12
• Section_Exhibit Name: Exhibit 07 Streeter Pond 001A
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
base flow source
FOOT] [Tel R I, IT nk
wortrolomm
0
Structure Detail.,
Initial Pool Elev;
8,000.01
Initial Pool:
0.10 ac -ft
*Sediment Storage:
0.00 ac -ft
Dead Space:
20.00%
*No sediment cam&Y defined
Dewatenng time Is calculated from peak stage to lowest spillway
14=1 rfirsn-�,, NRR�- I -
Peak Elevation: 6,001.84
Capacity
Discharge TimeDewater
H'graph Detention Time:
16.38 hrs
Pond Model:
CSTRS
(ac -ft)
(cls) (hrs)
DewaterTime:
0.00 days
0.000
0.000 Top of Sed. Storage
Trap Efficiency:
99.22%
0.098
Dewatenng time Is calculated from peak stage to lowest spillway
14=1 rfirsn-�,, NRR�- I -
Filename: streeter-10yr-24hr.sc4
0
Exh. 7 -SP -32
i
Printed 01-29-2006
Revision Date: 2/1/06
Revision No.: TR -63
Area
Capacity
Discharge TimeDewater
Elevation
(ac)
(ac -ft)
(cls) (hrs)
8,000.00
10.000
0.000
0.000 Top of Sed. Storage
8,000.01
10.000
0.098
0.000
8,000.50
10.001
5.000
0.150
8,001.00
10.002
10.001
0,150
8,001.50
10.004
15.003
0.150
8,001.84
10.005
18.442
0.150 0.00 Peak Stage
8,002.00
10.005
20.005
0,150
8,002.50
10.006
2SX08
0.150
8,003.00
10.007
30.011
0.150 . . . . . ....... ..
8,003.50
10-009
35,015
0.150
8,004.00
10.010
40,020
. . ..........
0.150
......
8,004.50
10.011
45.025
0.150
8,005x0
10.012
50.031
0.150
8,005.50
10.014
55.038
0.150
8,006.00
10.015 . . .............
.
.. .- 60.045
OA50-
1 8,006.50
10.016
65.053
0.150
Filename: streeter-10yr-24hr.sc4
0
Exh. 7 -SP -32
i
Printed 01-29-2006
Revision Date: 2/1/06
Revision No.: TR -63