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Private Onsite Wastawater Trentrrrent System Management Pian <br /> Pressures Distribution System Absorption Component <br /> Pursuant to Comm 83.54 Wis Adm. Code each Private Onsite Wastewater <br /> Treatment System (POWTS) shah include information and procedures for maintaining <br /> the system within the parameters of Comm 83 and 84, and the conditions of approval by <br /> the department, agent, or governmental unit. The approved pians and permits for <br /> system are on file at the county zoning or health department. <br /> This management plan complies with Comm 83.54,Wis. Adm. Code, and the <br /> appropriate Soil Absorption Component Manual for Private Onsite Wastewater <br /> Systems. The specific component manual for this P.O.W.T.S. is: <br /> Table 1: Svstern Desi n S ifications <br /> Sanitary Permit Number <br /> Number of Bedrooms <br /> Des' n Flow- Peak s v <br /> Estimated Flow—Avera o <br /> Se 'c Tank C@p2cital o <br /> Dose Tank (gal) a3 <br /> Soil Abso tion Component Size W) 3f z <br /> T of Wastewater Domestic <br /> Table 2: Soil Absorption Component—Limits of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Component <br /> Design Flow— Peak 2L, , a <br /> Maximum influent Particle Size in NA 1/8 <br /> Maximum BOD rn NA 220 <br /> Maximum TSS m NA 150 <br /> Maximum FOG NA 30 <br /> Table 3: Maintenance Schedule <br /> Septic Tank Inspect and/or service every 3 years <br /> Outlet Filter Should inspect once a year and dean once eve 3 years <br /> Soil Absorption Component Inspect once eve 3 years <br />