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De-Chlorine Chamber Volume 374 gallons <br /> Overall Length/Width/Height 45.25' x 10' x 11' <br /> Materials of Construction: <br /> All tank vessels will be fabricated of%" structural grade ASTM designated A-36 steel <br /> plates. All walls will be continuous and watertight and will be supported by structural <br /> reinforcing members where required. Fabrication and erection would conform to the <br /> appropriate requirements of "AISC Specifications for Buildings". Connections will <br /> conform to the requirements of the American Welding Society's Code and will develop <br /> the full strength of the member. All piping within the plant will be Schedule 40 steel <br /> pipe. All vessel surfaces to be painted will be properly prepared in a workmanlike <br /> manner so as to obtain a smooth, clean and dry surface. All rust, dust and mill scale, as <br /> well as other extraneous matter, will be removed by cleaning by wire brushing or <br /> whatever means necessary. All interior surfaces will be blasted to a SSPC-SP10 and all <br /> exterior surfaces will be blasted to a SSPC-SP-6 finish. Interior and exterior surfaces will <br /> be painted with 8-10 mils of a black coal tar epoxy coating, Tnemec 46-H-413 o/e. <br /> Equalization Chamber: <br /> The chamber will include an inlet bar screen, and a duplex set of equalization pumps. <br /> Liquid level sensors will regulate the pumps and blower/motor unit. Controls will be <br /> provided in the plant control panel. The pumps will be rated 2 HP, 230 volt, 1 phase and <br /> 60 Hertz. An emergency overflow will be provided between the equalization and <br /> aeration chamber. Flow control will be accomplished by pumping plant influent to a <br /> flow control box containing an adjustable overflow broad weir and a V-notch discharge <br /> weir. The overflow broad weir will be adjustable so that a measured amount of pumped <br /> influent will discharge through the V-notch weir to the anoxic chamber, while <br /> overflowing the remaining pumped influent into the equalization chamber. <br /> Sludge Holding Chamber: <br /> The chamber will be of the aerated type. Diffused air will be supplied by the <br /> plant blower system supplying 30 CFM of air per 1,000 cubic feet of volume. The <br /> diffusers will be located parallel to and near the bottom of the tank. All piping <br /> and valves within the chamber will be factory installed. <br /> Anoxic Chamber: <br /> The chamber volume will be based on 25% of the average daily flow. The chamber will <br /> include a mixing pump (minimum of 0.5 HP/1,000 cubic feet). The pump will be rated at <br /> Page 4 of 11 <br />