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 -5 Revision No. MR -118
Bottom,
Side $Iope,
Rip Rap,
EmO SO Des ris .
Flow, Q
Slope. %
' Wk1th'
HAV
D50 In
Streeter Pond Spillway
29.7
8
20.0
1.5
9.0
Q
Work Area Pond Spillway
0.0
8
15.0
1.5
NA
Gulch A Pond Spillway
18.7
17
15.0
1.5
9.0
ti
Stoker Siding Pond Spillway
0.0
50
5.0
2.0
NA
x
'X
Rail Loop Pond Spillway
0.0
50
7.0
2.0
NA
W
Prospect Pond Spillway
3.0
33
12.0
1.5
9.0
West Pit Pond Spillway
0.0
33
20.0
1.5
NA
Section 16 Pond Spillway
2.4
33
19.0
2.0
9.0
East Taylor Pond Spillway
3.7
40
20.0
2.0
9.0
m
ry
7
'Bottom
Side Slope,
Rip Rap,
Slde Channel Desi ns em ra
'Flow, Q
Mo %
-Width
HAV
050, in
w
See Exh. 7, Item 14B text
Bottom
Side Slope,
Rip Rep,
V
Ta for Tributary Ditch
Flow Q
Sloe %
Width
HAV
D50 In
r
All segments designed for 100 r/24 hr storm for simplicity, altho ly Sta. 0 to 10 requires 100 r
rZ.
Taylor Tributary Ditch, Sta 0 to 10
399.2
8.0
12.0
3.0
24.0
M
Sta 10 to 35
189.0
7.4
12.0
3.0
18.0
lL
Sta 35 to 60
150.0
7.0
12.0
3.0
18.0
Sta 60 to 79 +89
123.0
7.2
12.0
3.0
18.0
Bottom
Side Slope,
Rip Rap,
Section 15 Fill Ditch
Flow Q
Slope, %
Width
HIV
D50 in
X
u,
Section 16 Fill Ditch
1.9
18
0.0
3.0
12.0
Streeter Gulch Ditch (former design),
SW Trib. Streeter Gulch, SE Trib.
Bottom
Side Slope,
Rip Rap,
w
r
Streeter Gulch
Flow Q
Sloe %
Width
HAV
D50 in
x
Streeter Gulch Ditch former design)
See Exh. 7 -14J for current design
w
SW Trib. Streeter Gulch
1.0
3 -25
0.0
3.0
Veg.
SE Trib Streeter Gulch
1.1
1 -20
0.0
3.0
Veg.
West Pit Fill Ditch &
Bottom
Side Slope,
Rip Rap,
East Taylor Pond Ditch
Flow Q
Sloe %
Width
HAV
1350, in
West Pit Fill Ditch, Sta 0 to 14
100.4
7 -8
10.0
3.0
9.0
U..
100.4
9 -14
10.0
3.0
12.0
r;
100.4
15 -20
10.0
3.0
15.0
t
100.4
21 -25
10.0
3.0
18.0
100.4
26 -31
10.0
3.0
21.0
W
West Pit Fill Ditch, Sta 14 to 32
100.0
5 -8
10.0
3.0
9.0
100.0
9 -15
10.0
1 3.0
1 12.0
100.0
16 -19
10.0
1 3.0
1 15.Ed
East Taylor Pond Ditch, Sta 0 to 31
1.0
2 -6
0.0
3.0
Ve
Revision Date: 04/26/12
Exh. 7 -14 -5 Revision No. MR -118