The Portland, Ind., Wastewater Treatment Plant had been using six granular-media filter units with a design average flow of 2.35 MGD for tertiary treatment since the 1980s. The filters required daily maintenance due to valve issues, broken underdrains, and loss of media. According to Robert Brelsford, superintendent, “Not a day went by that we didn’t have to work on them.” Besides these issues, “the system required about 10,000 gallons per backwash,” he added.
In the fall of 2011, project engineers Jones & Henry Engineers Ltd., of Fort Wayne, Ind., took a closer look at the six tertiary filters, and determined they were not repairable. Instead, the recommendation was to install two new cloth media disk filters, each with a capacity of 4.7 MGD.