2011-03-25_PERMIT FILE - C1981019A ‎(10)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 3/25/2011
• Section_Exhibit Name: Exhibit 07 Item 14 Emergency Spillway, Temporary and Permanent Channel Designs, Existing Structures
• Media Type: D
• Archive: Yes

Exhibit 7, Item 14, Table 1
Summary of Ditch and Channel Design Parameters
a
East Taylor Ditch, Sta 0 to 150 ®®i
Ho ME
Streeter Gulch, Sta 0 to 188
`
7 . p s , e''_
x 0
s 54 £ =a..3` ..r d �I (fit k�v �•3v{W9�e'aw (i 9°l�wi°
Revision Date: 11/03/10
Exh. 7 -14 -6 Revision No. TR -87
West Pit Fill Ditch, Sta 0 to 14
100.4
7 -8
10.0
3.0
9.0
100.4
9 -14
10.0
3.0
12.0
100.4
15 -20
10.0
3.0
15.0
100.4
21 -25
10.0
3.0
18.0
I "
100.4
26 -31
10.0
3.0
21.0
7
West Pit Fill Ditch, Sta 14 to 32
100.0
5 -8
10.0
3.0
9.0
t
100.0
9 -15
10.0
3.0
12.0
X
W
100.0
16 -19
10.0
3.0
15.0
West Pit Fill Ditch, Sta 32 to 69
102.4
1 -7
10.0
3.0
9.0
102.4
8 -14
10.0
3.0
12.0
102.4
15 -20
10.0
3.0
15.0
West Pit Fill Ditch, Sta 69 to 121
57.9
2 -6
10.0
3.0
6.0
57.9
7 -12
10.0
3.0
9.0
East Taylor Pond Ditch, Sta 0 to 31
-- I �
1.0
2 -6
0.0
3.0
Veg.
mill,
8
Gulch A Ditch, Sta 0 to 20
122.3
6 -12
10.0
3.0
0
r l
122.3
13 -17
10.0
3.0
0
19
122.3
18 -21
10.0
3.0
0
Gulch A Ditch, Sta 20 to 58
95.1
5 -10
10.0
3.0
9.0
~
s
95.1
11 -15
10.0
3.0
12.0
K
95.1
16 -18
10.0
3.0
15.0
W
Gulch A Ditch, Sta 58 to 65
105.6
7 -10
10.0
3.0
12.0
Gulch A Ditch, Sta 65 to 79
96.5
8 -9
10.0
3.0
9.0
96.5
10 -12
10.0
3.0
12.0
Section 11 Ditch. Sta 0 to 10
1.0
10
0.0
3.0
Veq.
a
East Taylor Ditch, Sta 0 to 150 ®®i
Ho ME
Streeter Gulch, Sta 0 to 188
`
7 . p s , e''_
x 0
s 54 £ =a..3` ..r d �I (fit k�v �•3v{W9�e'aw (i 9°l�wi°
Revision Date: 11/03/10
Exh. 7 -14 -6 Revision No. TR -87