2015-09-09_PERMIT FILE - C1981019A ‎(23)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 9/9/2015
• 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: 8/22/15
Revision No. TR -105
Exh. 7-14-7
Bottom }
SSoo.
�
"pR ap,
We!% A► Dfth Flow, Q
:Slope, %
Wklth
Hs1V ,
1*, in
Gulch A Ditch, Sta 20 to 58 95.1
5-10
10.0
3.0
9
95.1
11-15
10.0
3.0
12
t
95.1
16-18
10.0
3.0
15
uc is , a o
-
LU
Gulch A Ditch, Sta 65 to 79 96.5
8-9
10.0
3.0
9
96.5
10-12
10.0
3.0
12
Section 11 Ditch, Sta 0 to 10 1.0
10
0.0
3.0
Veg.
EA 7H - 6zed ram Te
Bottom
Ide
,Rip R�tp,
East Tsyllor Ditch Flow, Q
Slope, %
Width
H:1V
til, in
X
East Taylor Ditch, Sta 0+00 to 19+55 96.6
22.0
12.0
3.0
18
w
Sta 19+55 to 38+33 84.6
1.5
20.0
3.0
n/a; veg.
Sta 38+33 to 77+00 76.0
10.7
12.0
3.0
18
Bottom
Stile Slopes
iiap,
r
Reserved for fi taure use Flow, Q
Slopo, %
Width
WIV
Dl$O; in
X
U1
Bottom
Side Stype,
ft Rap.
r
To lor Ditch Flow, Q
SI . %
Width
HAV
DSO, M
LZ
Taylor Ditch, Sta 0 to 10+67 4.4
13
0.0
3.0
n/a; veg.
Bottom
Side $lope.
Rip -Rep,
r
Suckstdn Draw Ditch Flow, Q
$, %
Width
H:*
DSt1, in
X
Buckskin Draw Ditch, Sta 0 to 35 23.6
4
12.0
3.0
n/a; veg.
o
Bottom
Swe Slope,
Rip Rap,
7
Section 16 Pond Ditch Extension Flow, Q
Slope, %
Width
HAV
D50, in
w
NA,
Section 16 Pond Ditch Extension 9.7
1 2
0.0
1 3.0
1 in rock
Revision Date: 8/22/15
Revision No. TR -105
Exh. 7-14-7