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. SANITARY PERMIT <br /> • = APPLICATION—GRAVITY IN R <br /> OUND POWTS MANAGEMENT PLAN <br /> For Use In Dane County <br /> Owner Nam <br /> DitiParcel Number <br /> LE IVA I✓rieMnCMt2 <br /> 6S©-6 ?67-/7ti— ?6(70—cf <br /> Owner Address (City,State,Zip) <br /> 75Z4 '3TH ! � <br /> Property Location <br /> Ak 'V4 S1 % Sec. 7 T 9 N R 7 E Township/City of Zimogy <br /> Subdivision/CSM Lot Block <br /> • <br /> This plan is prepared in compliance with Wisconsin administrative Code s Comm 83.54 for submittal along with a <br /> sanitary permit application for the above referenced location. This maintenance plan is prepared for a gravity fed <br /> in-ground soil absorption POWTS,serving a one or two family residential structure,that does not utilize a dosing <br /> pump. A copy of this plan will be given to the property owner to provide the necessary information for on-going <br /> maintenance and operation of this system. <br /> L ACCUMULATED SOLIDS OR BYPRODUCT REMOVAL REQUIREMENTS. <br /> A. Primary Treatment Tank. AU solids and byproducts shall be removed by a properly licensed septic waste <br /> hauler in accordance•with the requirements of WAC ch NR 113 or acts amendatory thereto. <br /> B. All other treatment tanks. AU solids and byproducts shall be removed in`accordance with manufacturer's <br /> recommendations and in compliance with WAC ch NR 113. See attached manufacturer's information. <br /> C. Outlet Filter. The solids and byproducts collected in the outlet filter shall be emptied into an approved <br /> treatment tank or shall be removed by a properly licensed septic waste hauler in accordance with the <br /> requirements of WAC ch NR 113 or acts amendatory thereto. <br /> II. INFLUENT AND EFFLUENT QUANTITIES AND QUALITIES. <br /> A. One and two family dwelling—Septic tank and in-ground soil component <br /> 1.'•Septic Tank Influent Quality. <br /> Determination is from O-Espmates in Comm 83 Appendix <br /> 0 Monitoring results/Other data(attach copy) <br /> • <br /> Contaminant Load . Maximum Load Max.Load(From monitoring <br /> (From A 83.32) or other data source) <br /> BOD s Sop mg/L <br /> Suspended Solids . 600 mg/L <br /> • NH3asN 20mg/L <br /> Org N as N 60 mg/L <br /> TKN as N , 80 mg/L <br /> Org P as P 10 mg/L <br /> InorgPasP mg/L <br /> Grease 100 a <br /> Total Coliform 101°cfu1l00 ml <br /> Particle Size N/A N/A <br /> °F <br /> 2. Septic Tank Effluent Quality. <br /> Determinatiodis from 0 Estimates in Comm 83.43 <br /> 0 Monitoring results/Other data(attach copy) <br /> Contaminant Load Load(Mo.Avg.) Load(From'monitoring <br />