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i <br /> may' <br /> --- - r f <br /> Figure 3: Perspective View of Textile Filter Unit and System <br /> Textile filters have been configured in several different recirculating "modes," some of which optimize <br /> nitrogen reduction. A configuration that has produced excellent nitrogen removal is shown in Figure 5. <br /> Effluent quality from the system in the Lapine, Oregon, (see case study on following page) is indicative <br /> of the treatment quality achieved with this mode of operation. <br /> Textile Filter System Case Studies <br /> Burnett, Washington <br /> A textile filter system followed by a polishing sand filter was installed in November, 1998, at a single <br /> family home in Burnett as part of the National Onsite Demonstration Project(NODP) for the community <br /> of Burnett. This treatment system was configured (Figure 4) to meet Washington State's Treatment <br /> s <br /> Standard 1, which includes BOD and TSS less than I0 mg/L and fecal coliform count of les than 200 <br /> per 100 milliliters. A small polishing sand filter using a clean "mason"type sand(effective size =0.19 <br /> mm)was installed after the textile filter to ensure the system meets the fecal coliform requirement. <br /> Although the test results have shown the fecal requirement is being met by the textile filter itself, <br /> effluent from other textile filters have not produced this level of fecal removal. Weekly testing for eight <br /> weeks in the spring of 1999 produced the following results: <br /> Burnett, WA Flow BODS TSS TKN NO3-n TN FC <br /> gpd mg/L mg/L mg/L mg1L mg/L MPN/100 In, <br /> Textile Filter Effluent 130 3 1 3 16 19 3 <br /> Polishing Filter Effluent 130 3 2 2 12 14 3 <br /> In addition to the Burnett site, demonstration textile filter systems in Rhode Island, Minnesota, and <br /> Oregon have been installed with small polishing sand filters or sand-filled trenches to "disinfect"the <br /> final effluent instead of traditional methods such as chlorine, UV, or ozone. The polishing sand filters <br /> are more reliable, less energy intensive,and require far less maintenance than the traditional methods. <br /> Problems associated with traditional disinfection methods on small wastewater systems include <br /> NTP-FLT-TR0-ESB-HLB-1 <br /> 20 <br /> Page 6 <br />