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MWMC FACILITIES PLAN <br /> <br />The existing WPCF disinfection system uses liquid chlorine for disinfection and sulfur <br />dioxide for de.chlorination of the disinfected effluent. Chlorine solution is delivered to <br />secondary effluent or blended primary and secondary effluent flow streams through a <br />diffuser at the influent box to each chlorine contact basin. Following chlorine addition, flow <br />passes through a chlorine contact basin to gain the desired detention time. The current <br />disinfection capacity is estimated at 175 mgd, although higher peak wet weather flows in <br />excess of 200 mgd have been disinfected effectively because of their dilute nature. <br /> <br />The addition of sulfur dioxide for dechlorination takes place before the final effluent flows <br />to the outfall box. Sulfur dioxide is delivered to the plant in 1-ton cylinders. Sulfonators <br />dispense the sulfur dioxide in the desired quantities. Sulfur dioxide injectors operate in a <br />manner similar to the chlorine injectors. The sulfur dioxide solution is added to the effluent <br />downstream of the chlorine contact basins as the effluent flows through a mixing orifice. <br />Table 3.2.2-4 presents a summary of the existing equipment associated with the disinfection <br />system. <br /> <br />The existing chlorine and sulfur dioxide systems have a sodium hydroxide wet scrubber <br />system that is automatically started if a chemical leak is detected in the chlorine building. <br />The wet scrubber has a 2-ton capacity, contains a 4,100-gallon tank of 12 percent NaOH, and <br />is rated at 10,000 cfm. <br /> <br />TABLE 3.2.2-4 <br />WPCF Disinfection Facility Equipment <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Capacity, (each/total <br /> Equipment Type Quantity firma/totalb) <br /> <br />Chlorine Contact Four contact basins each 585 ftx 15 fl x 4 58/185/230 MGD <br />Basins 13 ft, volume: 0.85 MG, 6.8 MG total <br /> volume, capacity at 20 minutes for <br /> instantaneous peak <br /> <br />Evaporators (chlorine) Wallace and Tiernan, Series 50-202 2 8,000/8,000/16,000 lb/day <br /> <br />Chlorinators Portacel, AVP2, 2000 lb/day units 5 1,000/4,000/5,000 lb/day <br /> running with 1000 lb/day rotometers <br /> <br />Evaporators (sulfur Wallace and Tiernan, Series 50-202 2 8,000/8,000/16,000 lb/day <br />dioxide) <br /> <br />Sulfonator Wallace and Tieman, V2020 1 450/450/450 lb/day <br /> <br />Sulfonator Podacel, AVP2, 2000 lb/day units I 1,000/1,000/1,000 lb/day <br /> running with a 1000 lb/day rotometer <br /> <br />Chlorine Scrubber I 10,000 cfm -airflow 12% <br /> NaOH solution <br /> <br />Chlorine Scrubber Currently under construction 1 5,000 cfm - airflow 20% <br /> NaOH solution <br /> <br />Notes: <br />~ Total firm capacity is with largest unit out of service. <br />b Total capacity is with all units in service. <br /> <br />3-42 MWMC_3.0_REV11.DOC <br /> <br /> <br />