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

is
•
Exhibit 7, Item 14, Table 1
Summary of Ditch and Channel Design Parameters
Exh. 7 -14 -5
Revision Date: 12/31/10
Revision No. TR -81
Bottom
Side Slope,
Rip Rap,
Emergency Spillway Designs
Flow, 'Q
Slope, %
Width
HIV
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
is
Stoker Siding Pond Spillway
0.0
50
5.0
2.0
NA
t
x
Rail Loop Pond Spillway
0.0
50
7.0
2.0
NA
W
Pros ect 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
Bottom
Side Slope,
Rip Rap,
X
Side Channel Designs Tem ora
Flow, Q
Slope, %
Width
HIV
D50, in
w
(See Exh. 7, Item 14B text
Bottom,,
Side Slope,
Rip Rap,
V
Taylor Tributary Ditch
Flow, ',Q
Slope, %
Width
HAV
D50, in
All segments designed for 1 00 r/24 hr storm for sim licit , altho nly Sta. 0 to 10 requires 100 r
ti
Taylor Tributary Ditch, Sta 0 to 10
399.2
8.0
12.0
3.0
24.0
t
Sta 10 to 35
189.0
7.4
12.0
3.0
18.0
W
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,;
X
Section 16 Fill Ditch
Flow, Q
Slope, %
Width
HIV
D50, in
W
Section 16 Fill Ditch
1.9
18
0.0
3.0
12.0
Streeter, Gulch Ditch (former design),
W
SW Trib. Streeter Gulch, SE Trib.
Bottom
Side Slope,
Rip Rap,`
Streeter Gulch
Flow, 'Q
Slope, %,
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
Slo e, %
Width
HAV
D50, 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
100.4
15 -20
10.0
3.0
15.0
t
100.4
21 -25
10.0
3.0
18.0
K
W
100.4
26 -31
10.0
3.0
21.0
West Pit Fill Ditch, Sta 14 to 32
100.0
5 -8
10.0
3.0
9.0
100.0
9 -15
10.0
3.0
12.0
100.0
16 -19
10.0
3.0
15.0
East Taylor Pond Ditch, Sta 0 to 31
1.0
2 -6
0.0
3.0
Veg.
Exh. 7 -14 -5
Revision Date: 12/31/10
Revision No. TR -81