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SPECIFICATIONS BIO-KINETIC° SYSTEM A Bio-Kinetic system shall be installed in the mounting casting(s)above the clarification chamber. Each Bio-Kinetic system shall provide non-mechanical flow equalization through all plant processes including pretreatment,aeration,clarification,tertiary filtration,chlorination and dechlorination. The assembly shall be supplied with locking lugs and removable moisture/vapor shield and shall consist of a design flow and peak flow micronically molded filter, baffled perimeter settling zone,flow distribution deck, lifting handles,level BIO-KINETIC SYSTEM OPTIONAL BLUE CRYSTAL p 9 g MOUNTING CASTING COVER CHLORINATION SYSTEM indicator,adjustment lugs,optional chlorination feed tube,unbaffled perimeter OPTIONAL BIO-KINETIC OPTIONAL BIO-NEUTRALIZER settling zone,solids contact zone,vertical inlet zone,compartmented settling CASTING RISER DECHLORINATION SYSTEM zone consisting of 42 baffled chamber plates, effluent stilling well, final ° discharge zone, adjustable outlet weir, optional dechlorination feed tube, GRADED ° FINISHEDGRADE outlet zone and gasketed discharge flange. All components shall be MICRONICALLY , \j\BIO-KINETIC SYSTEM manufactured from inerts nthetic materials or rubber,assembled in circular MOLDED PEAK FLOW MOUNTING CASTING Y FILTER BUBBLE LEVEL fashion and connected to a plastic outlet coupling. The outlet coupling PEAK FLOW shall accept a 4"diameter,Schedule 40,PVC pipe. Each Bio-Kinetic system EQUALIZATION PORT d to II ADJUSTMENT LUGS shall be installed with the inverts of the design flow equalization ports located SUSTAINED FLOW I° PRECAST CONCRETE TANK at the normal liquid level of the clarifier. If intermittent flow rates exceed the EQUALIZATION PORT 0 a capacity of the design flow ports, flow shall be held upstream until the DESIGN FLOW LINE intermittent flow dissipates. If the intermittent flow continues to increase, DESIGN FLOW ' EFFLUENT LINE the liquid level may reach a pair of sustained flow equalization ports. With EQUALIZATION PORT four ports in use, flow through the system increases while continuing to BIO-STATIC CAST-IN-PLACE provide flow equalization to all upstream and downstream processes. Peak SLUDGE RETURN OUTLET COUPLING UNBAFflow equalization ports are supplied but should not be required in a properly SETTLING Z PERIMETER q p pP q P P Y SETTLING ZONE MICRONICALLY MOLDED sized system. Optional Blue Crystal and Bio-Neutralizer tablet feed tubes DESIGN FLOW FILTER COMPARTMENTED shall be positioned such that the flow-activated chemical cannot make contact SETTLING ZONE FILTER MEDIA RETAINER with the liquid upstream of the feed tubes. FLOW EQUALIZATION The wastewater treatment system shall include a non-mechanical, demand use, flow equalization device. The device shall control normal residential flow rates and reduce typical residential flow surges. The flow equalization rate shall be dependent upon the specific loading pattern and the duration of flow surges. At the 600 gallon per day design loading schedule of NSF Standard 40 and NSF Standard 245,minimum performance of the device shall equalize daily flow an average of 50%. BLUE CRYSTAL° CHLORINATION SYSTEM (Optional) The Singulair system shall be furnished complete with a tablet feeder and a six month supply of Blue Crystal disinfecting tablets. Blue Crystal tablets shall be specifically formulated for consistent chlorine dosage and effluent disinfection to the sustained, variable and intermittent flows that are typical of domestic wastewater treatment systems. The tablets shall be manufactured from pure calcium hypochlorite and contain a minimum of 70% available chlorine. Each tablet shall be 25/8" diameter, compressed to a 1" thickness, weigh approximately 5 ounces and be white in color with blue crystals for easy identification. The tablets shall dissolve in direct proportion to the flow rate, releasing controlled amounts of chlorine. BIO-NEUTRALIZER® DECHLORINATION SYSTEM (Optional) The Singulair system shall be furnished complete with a tablet feeder and a six month supply of Bio-Neutralizer dechlorination tablets. The dechlorination tablets shall contain active ingredients specially formulated to chemically neutralize both free and combined chlorine. Each tablet shall be 25/8"diameter,compressed to a13/,s"thickness,weigh approximately 5 ounces and be green in color for easy identification. The tablets shall dissolve slowly, releasing controlled amounts of chemical for the instantaneous removal of residual chlorine from the system effluent.