I sent the re$-$design back to the city, but I complained that the separator they wanted was goingo cost a lot of money and energy. So they sent me more r tequirements; in truth, I$$m not sure that the new requirements help me$,$ or hurt me$!$ They added the requirement that my recycle stream contain $99\%$ of the acetone that was fed to my separator, and that the system maintains the $1$ mass$\%$ acetone in the stream sent to the city$$s sewer system. Assume that the stream leaving Earle Hall is still $250,000$ lbm every day, and is still $5$ mass$\%$ acetone in water. What will

the flowrate to the city$$s sewer system be$,$ and what will be the mass$\%$ of acetone in the stream I recycle to Earle Hall $($i$.$e$.,$ it won$$t still be $95\%$ like I wanted$)?$