I sent the preliminary design for the new waste water treatment center described above to the city, and someone did a quick calculation which showed that a lot of acetone would be going into the city sewer. They didn't like the sound of that. So they asked me to re$-$design the separator, this time, with the added constraint that there be no more than $100lbm$ per day of Acetone in the stream that gets sent to the city sewer. Assume that the stream leaving Earle Hall is still $250,000lbm$ every day, and the stream is still $5$mass$\%$ acetone in water. Also, assume that the stream created to recycle acetone to Earle Hall will still have a composition that is $95$ mass $\%$ acetone. What will the flowrate of the Recycle stream be$,$ and what will be the mass $\%$ of acetone in the of the stream sent to the city sewer?