Using the Bank and Channel Protective Lining Design Procedures, NYSDOT, Bureau of Soil Mechanics, August 1971, determine the end section outlet protection for each culvert to be retained/replaced (see Lab 1/4).
Also determine the ditch linings (is grass adequate?) for the ditches at the following locations:
|
Ditch Location |
Q10 (cfs) |
|
Sta 21 to 25 |
3.6 |
|
Sta 27 to 33 |
10 |
|
Sta 37 to 42+50 |
10 |
|
Sta 43 to 46 |
11 |
|
Sta 46 to 49 |
40 |
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