The screening facility consists of one rotary drum screen that is 3 feet in diameter by 8 feet long. The screen is constructed of perforated plate with 3/32 inch diameter holes on 5/32 inch staggered centers.
The bypass is a full-depth, 18-inch wide rectangular channel that is 9.5 feet long. An adjustable weir gate at the end of this channel controls flows that then drop into 3-foot wide by 6-foot long downwell. Bypass flows are then conveyed through a 15-inch diameter PVC pipe for 123 feet to the river.