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
ICXM O - J. I
Elevation
Area
(ac)
Capacity
(ac -ft)
Discharge
(cfs)
ewater
DTime
(hrs)
Emergency
6,581.50
6,582.00
0.801
1.099
0.963
1.437
0.000
0.000
Discharge
6,582.50
1.160
2.001
0.000
6,578.00
0.000
6,583.00
1,222
2.597
0.000
0.000
Low hole SPW #2
6,583.50
1.341
3.237
0.594
13.04*
0.000
6,584.00
1.467
3.939
0.840
10.11*
0.000
6,584.50
1.516
4.685
1.029
8.77*
0.000
6,585.00
1.566
5.455
1,188
7.84*
Spillway #2
6,585.50
1.694
6.270
2.674
5.90
0.000
6,586.00
1.827
7.150
3.782
3.50
.
6,586.50
1.917
8.086
4.632
2.80
................ .......... ... ....... ........
6,587.00
2.008
9.067
5.346
2.45
6,587.27
6,587.50
2.031
2.066
9.608
10.085
5.683
5.979
1.90
Peak Stage
61588.00
2.125
11.133
6.550
Spillway #1
6,588.50
6,589,00
2.185
2.245
12.2111
13.318
25.801
45.017
6,589.50
2.308
14.456
95.267
.. . .. ..... .
6,590.00
. .........
2.371
. .
15.626
150.324
6,590.50
6,591.00
2.433
2.495
16.827
18.059
220.083
302.542
Vesignates times) to OteWater have been extrapolated beyond the 50 hour h)vrpgraph Arnit.
Filename: streeter-25vr_24hr,SC4
0
15
Printed 01-29-2006
Exh. 7 -SP -59 Revision Date: 2/1/06
Revision No.: TR -63
Combined
Elevation
Emergency
Perf. Riser (cfs)
Total
Spillway (cfs)
Discharge
(cfs)
6,578.00
0.000
0.000
0.000
6,578.50
0.000
0.000
0.000
6,579.00
0.000
0.000
0.000
6,579-50
0.000
0.000
0.000
6,580.00
0.000
0,000
0.000
6,580.50
0.000
0.000
0.000
6,581.00
0.000
0.000
0.000
6,581.30
0.000
0.000
0.000
6,581.50
0.000
0,000
0.000
6,582.00
0.000
0.0000.000
. . . ...............
6,582.50
0.000
0.000
0.000
6,583.00
. .. . ..... ... ... ... . . .
0.000
. ......... .
4.00>0.000
0.0001
15
Printed 01-29-2006
Exh. 7 -SP -59 Revision Date: 2/1/06
Revision No.: TR -63