2015-03-09_PERMIT FILE - C2010089A

• Permit No: C2010089A
• IBM Index Class Name: Permit File
• Doc Date: 3/9/2015
• Doc Name: Pond NHN-002 & NHN-002 DItch Designs
• Section_Exhibit Name: Appendix 2.05.3‎(4)‎-8
• Media Type: D
• Archive: Yes

Table 2.05.3(4) -8 -2
NHN -002 Ditch Design Parameters
Ditch
Station
Cumulative
Flow (cfs)
Slope
( %)
Minimum Bottom
Width (ft)
Side
Slope
HA
Rip Rap
D50 (in)
NHN -002
0 +00 to 7 +75
23.76
1 -5
12.0
2.0
N/A
South
7 +75 to 11 +00
23.96
6 -10
12.0
2.0
3.0
NHN -002
0 +00 to 9 +00
13.63
1 -5
12.0
2.0
N/A
North
9 +00 to 30 +30
27.37
1 1-4
12.0
2.0
N/A
Note: Plastic liner may be substituted for riprap
APPENDIX 2.05.3(4) -8 PAGE - 9 - January 2015 (TR -09)