Stinja
Structural
- Oct 20, 2009
- 3
A current project I'm working on is creating a bus facility over an existing open lot.
Right now, the lot is bare soil and so runoff drainage occurs throughout. With the proposed design, about 85% of the lot will be covered in asphalt or building increasing the amount of surface runoff.
A soils report found that the groundwater table ranges from 5 to 8 feet below the surface.
I planned to have 8ft drywells but now with the GWT at that depth, does not sound like a good idea.
What are other ways I could consider to help decrease the amount of surface runoff?
Right now, the lot is bare soil and so runoff drainage occurs throughout. With the proposed design, about 85% of the lot will be covered in asphalt or building increasing the amount of surface runoff.
A soils report found that the groundwater table ranges from 5 to 8 feet below the surface.
I planned to have 8ft drywells but now with the GWT at that depth, does not sound like a good idea.
What are other ways I could consider to help decrease the amount of surface runoff?