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: 9/01/15
Revision No. TR -105
Exh. 7-14-6
t . t
Bott4tC�
5icte;ile?p�#
Rip Rap.
-t �! Igr�
Flow, Q
Slope, °!o
ilrftidEh
. ' H:`11l
1350, in
Streeter Pond Spillway
29.7
8
20.0
1.5
9
Q
Work Area Pond Spillway
0.0
8
15.0
1.5
NA
7
Gulch A Pond Spillway
18.7
17
15.0
1.5
9
t
Stoker Siding Pond Spillway
0.0
50
5.0
2.0
NA
W
Rail Loop Pond Spillway
0.0
50
7.0
2.0
NA
Prospect Pond Spillway
3.0
33
12.0
1.5
9
West Pit Pond Spillway
0.0
33
20.0
1.5
NA
Section 16 Pond Spillway
2.4
33
19.0
2.0
9
East Taylor Pond Spillway
3.7
40
20.0
2.0
9
id0k
x
i Q .na�
Flow, Q
Slope, °�
H;1
D$Q,1n
W
(See Exh. 7, Item 14B text)
'90tt9m "
Side Slope,
Rip Rap,
T "r- '
Tribtitary Ditch .'
Flow, "Q
Slope, Flo
Width
k1:1V
1350, in
(All segments designed for 100yr/24 hr for Sta.
0 to 10 100
storm
simplicity, although
only
requires
yr)
t
Taylor Tributary Ditch, Sta 0+00 to 10+00
190.8
9.5
12.0
3.0
24
X
W
Ste 10+00 to 40+00
96.6
7.7
12.0
3.0
18
Sta 40+00 to 80+00
84.7
7.1
12.0
3.0
18
Above Sta 80+00
76.0
10.7
3.0
18
A.
(122..0.
��Q�
r
"e"t
X
i0i�l Fi#:Bt'tch, :.
Flow, Q SIO 9, %
/A►ic h '
iFi-IV '
0. In
W
Section 16 Fill Ditch
1.9
18
0.0
3.0
12
Str fer t a+ h.,'Dit li:, _ 'I ib. Streeter
Bottom.
SWe.vo '
Rip "Rap.
Gtiilch; '"rib.i+feiti0ih
Flow, Q
Slope, %
Width
HAV Ft "
-1350, in
Streeter Gulch Ditch, 100 Year Design
W
100 yr 24 hr 1 Sta 0+00 to 10+00
124.0
28.6
6.0
2.0
12
Sta 10+00 to 32+00
114.0
8.7
6.0
2.0
9
K
Sta 32+00 to 58+00
105.3
2.0
12.0
3.0
Veg.
W
Sta 58+00 to 80+00
98.1
1.5
12.0
3.0
Veg.
Sta 80+00 to 110+00
138.6
3.2
20.0
3.0
Veg.
10 yr 24 hr 1 Sta 110+00 to 187+00
18.6-86.9
2.6
15.0
3.0
Veg.
SW Trib. Streeter Gulch
0.4
25
0.0
3.0
Veg.
SE Trib Streeter Gulch
0.6
8.3
0.0
3.0
Veg.
'.fir
"'s� ",: :•
d
ice..
..
Id@ loft"
MOW,
LL
x t 'S z'
F"I`
ow, Q
Sio B ,
;tAldh
°H V -
1350, in
(All segments ex. Coal Road Ditch designed for 100 yr storm; WP Coal Rd Ditch designed for 10 year storm)
ti
West Pit Fill Ditch, Sta 0 to 2
169.9
17.0
10.0
3.0
21
r
K
West Pit Fill Ditch, Sta 2 to 10
158.2
25.0
10.0
3.0
24
W
West Pit Fill Ditch, Sta 10 to 31
108.0
10.0
10.0
3.0
12
West Pit Coal Road Ditch, Sta 0 to 21
19.2
10.0
10.0
3.0
Veg.
East Taylor Pond Ditch, Sta 0 to 30
50.2
3.5
0.0
3.0
Veg.
Revision Date: 9/01/15
Revision No. TR -105
Exh. 7-14-6