We are working on a sanitary sewer project that will serve approximately 1600 acres of land intended to be industrial development.
Based on some quick research it looks like 1000-1500 gpd/ac (light industrial), 1500-3000 gpd/ac (medium industrial) and 1000 gpd/ac (Infiltration) are fair...
Hi there,
I am currently working on an interconnected pond design that is giving me some trouble. Here is the basis of the design...
I have two ponds, both of which will be wet with a constant water surface elevation. The two ponds (northern & southern) are seperated by an existing drainage...
