2011-06-20_REVISION - C1981019 ‎(4)‎

• Permit No: C1981019
• IBM Index Class Name: Revision
• Doc Date: 6/20/2011
• Doc Name: Revised 3/28/2011 Exhibit 7 Item 23
• Type & Sequence: PR3
• Media Type: D
• Archive: No

•
SEDCAD 4 for Windows
(`nn..rin L.1 4000 OMn D-Id I Crl..... k
29
Dewater Time: 0.66 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation - Capacity- Discharge Table
•
I*
Elevation
Area
(ac)
Capacity
(ac -ft)
Discharge Dewater
Time
(cfs) (hrs)
6,705.00
1.290
0.000
0.000
6,705.50
1.341
0.658
0.000
6,706.00
1.393
1.341
0.000
6,706.50
1.446
2.051
0.000
6,707.00
1.499
2.787
0.000
6,707.50
1.554
3.550
0.000
6,708.00
1.610
4.341
0.000
6,708.50
1.662
5.159
0.000
6,709.00
1.715
6.004
0.000
6,709.50
1.769
6.874
0.000
6,710.00
1.823
7.772
0.000
6,710.50
1.879
8.698
0.000
6,711.00
1.935
9.651
0.000
6,711.50
1.992
10.633
0.000
6,712.00
2.050
11.644
0.000
6,712.50
2.106
12.683
0.000
6,713.00
2.164
13.750
0.000
6,713.50
2.222
14.846
0.000
6,714.00
2.280
15.972
0.000
6,714.50
2.340
17.127
0.000
6,715.00
2.400
18.312
0.000
6,715.50
2.460
19.527
0.000
6,716.00
2.520
20.772
0.000
6,716.50
2.582
22.047
0.000
6,717.00
2.644
23.354
0.000
6,717.50
2.707
24.691
0.000
6,718.00
2.770
26.060
0.000
6,718.50
2.831
27.461
0.000
6,719.00
2.893
28.892
0.000
6,719.50
2.956
30.354
0.000
6,720.00
3.020
31.848
0.000
6,720.50
3.084
33.374
0.000
6,721.00
3.148
34.932
0.000
6,721.50
3.214
36.522
0.000
6,722.00
3.280
38.146
0.000
6,722.50
3.345
39.802
0.000
6,723.00
3.411
41.491
0.000
6,723.50
3.478
43.213
0.000
Filename: Collom 1024 w east Divert 3 27.sc4 Printed 03 -27 -2011
Exh. 7- 23A -33 Revision Date: 03/25/11
Revision No.: PR -03