I have a rectangular wastewater tank that I need to neutralize to a pH between 2 and 11, preferably with caustic. The tank is below ground. It is 11' wide, 14' long and 10' deep and typically has about 4500 gallons in it. Sometimes the average concentration gets to 6% HCl in this tank. If the HCl concentration is high then the distribution of the acid in the tank is poor. Some parts of the tank will be as high as 32% HCl under these situations. Does anyone have any suggestions on how to get it to the specifications quickly in a fairly automated system without a large capital expense and without over shooting the 11 pH? I was thinking of using tank eductors to mix the tank. The discharge pump running on recycle can be used to feed the eductors 50 gpm. I have 20% caustic available at about 6600 lbs. per hour (my caustic pump's available capacity) that I was thinking of adding to the suction of the pump. Part of the piping is CPVC, so I need to concern myself with overheating due to the heat of neutralization. Should I mix the tank before I neutralize it or should I start the caustic immediately? Should I install a larger caustic pump? I would like to get the job done in 4 hours. I plan on having a pH meter on the pump discharge to insure I am between 2 and 11 before discharging off site. I can use the pH meter to monitor the mixing as well. If I mix at the same time as I neutralize, does it then make sense to have the caustic addition downstream of the pH meter but before tank eductors? Anyone have any suggestions as to what I should use as my design basis or whom I could contract with to help with the design? Please discuss any relevant experience you may have. Any help would be greatly appreciated. My location is in central Michigan.