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
cy_
Taylor Road DliGch
ROOM
Rlp Rap.'
r
P@ICllali0llt
Flow, Q
Slopk %
Width,
HAV
ON, In
t
X
LU
Ditch, Sta 0 to 46
10.1
8
(V ditch)
3.0
in rock
ecOom
Silo flops.
Rip Rap.
Ent Pit Reclamation Area
Flow, Q
Slope, %
WMth
HAV
050, In
Prospect Ditch Reach 1 to Sta 1+50
10.0
10.7
12
2
n/a; veg.
t
Prospect Ditch, Sta 1+50 to PD -1
4.4
28.2
12
2
n/a; veg.
LU
Prospect Ditch, above Pond PD -1
4.1
12-15
12
2
n/a; veg.
N. Trib. East Pit Ditch Reach 1
10.2
21
12
2
n/a; veg.
N. Trib. East Pit Ditch Reach 2
11.9
10- 13
12
2
6
Final East Pit Ditch all 3 Reaches
5.9-27.2
4-16.8
12
2
6
Combined NTEP/Final E Pit Ditch
35.4
24
12
2
9
Note: For ditches in the South Taylor Area, See Volume 13, Table 1, Exh. 7-20 Part E. (This includes
the following Ditches
West Taylor East Tributary Ditch
West Taylor West Tributary Ditch
S29 -A Trib
Trib. A Ditch
Trib. C Ditch
Trib. D Ditch
Trib. F Ditch
Trib. G Ditch
Trib. H Ditch
Trib. I Ditch
Exh. 7-14-8
Revision Date: 8/22/15
Revision No. TR -105