zazapon
Civil/Environmental
- Feb 10, 2017
- 8
We were discussing this in the office the other day and people are split on whether to consider compacted 8" CABC (crushed aggregate base course) with 3" of topsoil on top of it to be pervious or impervious. Some people say that since we have 3" of topsoil, that we should consider the entire thing to be pervious for storm drainage purposes. However, I tend to think that CABC underneath it would make it impervious since it is highly compacted and the water is not allowed to percolate down as fast as it normally would.
Our state definition (NC) considers gravel to be pervious but all the cities and townships I dealt with apply a more stringent definition and consider gravel to be impervious. I have emailed the state to see what their interpretation is since I could not find any good sources regarding this particular situation online. What do you all think?
Our state definition (NC) considers gravel to be pervious but all the cities and townships I dealt with apply a more stringent definition and consider gravel to be impervious. I have emailed the state to see what their interpretation is since I could not find any good sources regarding this particular situation online. What do you all think?