Can fine bubble aeration be used successfully (for odor control) in lift station wet wells? I know this method is usually used in WW treatment plants, where considerable settling has already occured. Will fine bubble aeration be cost effective in wet wells, as we are now dealing with RAW sewage...
I am looking to size a fuel tank for a 10,000 gpm lift station. Any suggestions on what to keep in mind when designing this fairly large fuel tank? Above grade vs. underground? Location?
