2016-08-24_PERMIT FILE - C1981008A ‎(4)‎

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 8/24/2016
• Doc Name: Collection/Diversion Ditches and Culverts Design Parameters
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-1
• Media Type: D
• Archive: Yes

The summary table below lists the design information for all culverts in the permit area:
Attachment 2.05.3(3)-1 Page 34 June 2016 (TR -73)
Structure
Watershed
Watershed
Watershed
Runoff
Time of
Design
Peak
CMP
CMP
Culvert
Comments
Basin(s)
Area
% Avg.
Curve
Conc.
Event
Flow
Diameter
Design Flow
Length
(acres)
Slope
No.
(hrs)
(yrs)
(cfs)
(inches)
(cfs)
(feet)
C101
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C102
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C103
6, 7, 11,
226.8
5.0
78
1.21
10
40.0
48
102.7
100
Existing CMP bringing most
18, 19, 20,
of eastern drainage area under
21,22
5`h Street into Pond 007.
C104
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C105
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C106
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C107
18,19
93.7
10
10.7
36
50.0
55
Existing CMP, peak flow
from Ditch D 108
C108
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C109
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C110
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C111
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Removed
C112
7, 19, 22
114.6
7.1
78
0.55
10
32.4
36
50.0
60
CMP under 5th Street. Peak
flow from Ditch C20.
C113
Pond 007
-
-
-
-
-
See
2 x 42
148.2
120
Dual 42" CMPs under 5
Pond
street as part of Pond 007. See
007
Pond 007 design for details.
Design
C114
CC Ditch
-
-
-
-
-
-
42
74.1
40
Ditch access road crossing.
Overflow
Peak flow based on overflow
design. No drainage area.
C115
CC Ditch
-
-
-
-
-
See
42
-
80
CC Ditch permanent HDPE
Flow
HDPE
pipe under temporary BB
pipe
Road Detour
design
Attachment 2.05.3(3)-1 Page 34 June 2016 (TR -73)