2011-06-29_PERMIT FILE - C1981019A ‎(28)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2011
• Section_Exhibit Name: Exhibit 07 Item 14 Emergency Spillway, Temporary and Permanent Channel Designs, Existing Structures
• Media Type: D
• Archive: Yes

U
Exhibit 7, Item 14, Table 1
Summary of Ditch and Channel Design Parameters
W
Gulch A Ditch, Sta 20 to 58
95.1
5 -10
10.0
3.0
9.0
0
East Taylor Ditch, Sta 0 +00 to 19 +55
95.1
11 -15
10.0
3.0
12.0
W
Sta 19 +55 to 38 +33
95.1
16 -18
10.0
3.0
15.0
ti
u c itch, to 58 to 65
7736
7- 0
7 UT
3.0
2.0
X
Gulch A Ditch, Sta 65 to 79
96.5
8 -9
10.0
3.0
9.0
W
Streeter Gulch Ditch
96.5
10 -12
10.0
3.0
12.0
X
Section 11 Ditch, Sta 0 to 10
1.0
10
0.0
3.0
Veg.
W
East Taylor Ditch
Flow, Q
Slope, %
Width
HAV
D50, ri
X
East Taylor Ditch, Sta 0 +00 to 19 +55
53.0
22.0
12.0
3.0
18.0
W
Sta 19 +55 to 38 +33
47.2
1.5
20.0
3.0
n /a; veg.
X
Sta 38 +33 to 81+85
35.1
8.3
12.0
3.0
18.0
v
Bottom
Side Slope,
Rip Rap,
K
Streeter Gulch Ditch
Flow, Q
Slope, %
Width
HAV
D50, in
W
Streeter Gulch, Sta 0 to 188
31.0
8
12.0
3.0
18.0
Bottom
Side Slope,
Rip Rap,
s
Taylor ° Ditch
Flow, Q
Slope, %
Width
HAV
D50, in
X
Taylor Ditch, Sta 0 to 10 +67
4.4
13
12.0
3.0
18.0
v
Bottom
Side Slope,
Rip Rap,
s
Buckskin Draw Ditch
Flow, Q
Slope, %,
Width
HAV
D50, in
X
Buckskin Draw Ditch, Sta 0 to 35
>1
8
12.0
3.0
18.0
o
Bottom
Side Slope,
Rip Rap,
r-
Section 16 Pond Ditch Extension
Flow, Q
Slope, %=
Width
HAV
D50, in
w
NA
Section 16 Pond Ditch Extension
9.7
2
0.0
3.0
in rock
Exh. 7 -14 -6
Revision Date: 12/31/10
Revision No. TR -81