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of a capacity to provide 2500 cu. ft, of air per day per pound of 5 day E. 0. D. The <br /> sludge shall be returned from the settling tank by a positive sludge return pump at an average <br /> of 1001 of the daily flow. The settling tank shall have a detention time of 3.S to 4 <br /> hours. <br /> Trash Interceptor <br /> Each plant shall be provided with a trash interceptor of a capacity large enough to <br /> intercept and store large inorganic materials and to provide for grease separation and <br /> storage. The trash interceptor may or may not be provided with an air diffuser depending <br /> upon the design of the plant. <br /> Aeration Compartment <br /> The. aeration compartment shall be made of either 2500 gallon or 3500 gallon tanks <br /> interconnected to provide for a 24-hour detention of the design flow. Each tank shall <br /> have a valve to control the air to that tank. Each aeration tank shall be provided with two <br /> diffusers placed to insure complete mixing of the tank's contents. <br /> (�Pir Diffusers and Piping <br /> �.J <br /> Each set of air diffusers shall have a 1" galvanized steel drop pipe. The drop pipe <br /> shall be connected to the air header pipe with a slip coupling to permit the easy removal <br /> of the iiffusers. The air diffusers shall be of a fine bubble type and shall be provided <br /> . with an adequate supply of oxygen to treat the sewage load. <br /> Settling Tank <br /> The settling tank shall have a hoppered bottom formed by the sloping of all sides to a <br /> square at the bottom center of the tank. The mixed liquor shall enter the tank through <br /> three 6" cast iron pipes positioned behind a hanging steel baffle. The flow pattern <br /> in the final tank shall be from the bottom of the baffle at a point to p: .vent mixing <br /> of the settling tank contents. The flow pattern shall provide for the continual <br /> settling of the sludge solids and their return to the inlet of the aeration tanks. <br /> The clearified effluent shall flow over a steel weir that provides for a leveling out <br /> —af peak flows. There shall be an automatic skimming device to remove floating materials <br />