AgMechEngr
Agricultural
I have evaluated a site that is a former surface mine. The owner wishes to construct a house on the "mine spoil/mine soils." The soils can accept very little effluent based on the structure, consistence, and texture. A Wisconsin Mound is not applicable.
Any Canadian engineers here to discuss their experiences with designing and constructing a C3 Contour Trench system based on the Nova Scotia guidelines?
I think it is a fantastic design. I know that a mound system on this site will experience toe seepage. The inclusion of the "mantle" at the toe of the mound to accept and evaporate the effluent is absolutley required.
Any Canadian engineers here to discuss their experiences with designing and constructing a C3 Contour Trench system based on the Nova Scotia guidelines?
I think it is a fantastic design. I know that a mound system on this site will experience toe seepage. The inclusion of the "mantle" at the toe of the mound to accept and evaporate the effluent is absolutley required.