2012-06-07_PERMIT FILE - C1981019A ‎(4)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/7/2012
• 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
Revision Date: 04/26/12
Exh. 7 -14 -6 Revision No. MR -118
Gulch A Ditch, Sta 20 to 58
95.1
5 -10
10.0
3.0
9.0
0
95.1
11 -15
10.0
3.0
12.0
95.1
16 -18
10.0
3.0
15.0
Gulch Ditch, to to 5
-
Gulch A Ditch, Sta 65 to 79
96.5
8 -9
10.0
3.0
9.0
W
96.5
10 -12
10.0
3.0
12.0
Section 11 Ditch, Sta 0 to 10
1.0
1 10
0.0
3.0
Veg.
Exh M,.' Generalized Ditch Desl n Procedures
See'Text
'. > -
Bottom'
Side Slope,
Rip Rap,
East Taylor Ditch -:
Flow Q
Sloe %
Width.
H:1V
D50 in
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.
Sta 38 +33 to 81+85
35.1
8.3
12.0
3.0
18.0
Bottom
Side Slope,
Rip Rap,
Streeter Gulch Ditch
Flo-w..,-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,
r
Taylor Ditch
Flow, , Q
Sloe %
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,
t
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,
Section 16 Pond Ditch Extension
Flow Q
Sloe %
Width
HAV
1350 In
w
NA,
Section 16 Pond Ditch Extension
9.7
2
0.0
3.0
in rock
a
South Taylor Haul Road Ditch
Bottom
Side Slope,
Rip Rap,
n
Not Permanent
Flow, Q
Sloe %
Width
HAV
D50, in
s
w
0,
N /A,
Ditch, Sta 0 to 46
1 10.1
8
V ditch
3.0
in rock
Revision Date: 04/26/12
Exh. 7 -14 -6 Revision No. MR -118