My client has a fitness center with max occupancy of 300 people which includes bathrooms with showers. Does anyone have a local standard used for estimating sewer flowrates for fitness centers?
The County I do work for is concerned about the influent sewer flow spilling directly onto the submersible pumps and their cables as well as directly onto the suction inlets for an above ground lift station. Does anyone have a recommended deflection product aside from installing a tee on the...