Any suggestions regarding industrial pump manufacturers for 3,412 cu.ft/day of water to be pumped 10' in height.
Is the pump design based on pumping once every hour?
what is the best approach to designing a stormwater holding tank below a proposed parking lot for a proposed office building in nj? in other words, what are the steps to take in designing the stormwater holding tank... and where in the nj design codes can this info be found?