Hi guys
I want to control a commercial roof runoff with an area approxiamte 76815 sf by drywells, the requred storage volume is 7565cf and drywell discharge rate is 0.3cf/s, how i can provide the requred storage without building a swale over drywells with considering the facts that runoff doesn't need to treatment before infiltration into ground.
the minimum infiltration of soil is 1 inch/hour
I want to control a commercial roof runoff with an area approxiamte 76815 sf by drywells, the requred storage volume is 7565cf and drywell discharge rate is 0.3cf/s, how i can provide the requred storage without building a swale over drywells with considering the facts that runoff doesn't need to treatment before infiltration into ground.
the minimum infiltration of soil is 1 inch/hour