2002/01/28 - SANITARY - SAN - Other

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Local Health Autltority: Component Manufacturer(tank): . Burh�t Co.Zoning i,715�4.42138 Skaw Pre-cast (800)<J24-8625 , ��Znogni(n7g 5 15Xi95-9380 Weiser Conde (800xi363416 Washburn Co.Zoning (7 51 )468-2666 Licensed Pumpers/Fikx Maintonan�: A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)ti56-7113 Steve's Septic Service Q15)866-x195 Installer: Hopkins Sand&Gravel (715)866-4157 Private Onsite Wastewater Treatment System Management Plan Distribution System Absorption Component This management plan complies with Comm 83.54,Wis.Adm.Code,and the appropriate Sal Absorption Component Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:System Design Speeificallorrs Sanitary PermR Number. Septic Tank Capacity(gal): �.� Number of Bedrooms: 2- Dose Tank Capaaty(gal): ,� ,/ Desgn Fbw-Peak(gpd): 30D Soil Absorption Component Size(Sq. Ft.): 1Y,jZ- Estimated Flow-Average(gpd):2ep Type of Wastewater: Domestic Table 2: Solt Absorption Component-Limits of Reliable Operation Septic Tank Sod Absorption Component Component Design Flow-Peak(gpd) Maximum Influent Particle Size(in) n/a 1/8 Maximum BOD(mg/L) n/a 220 ' Maximum TSS (mg/L) n/a 150 Maximum FOG n/a 30 Tabb 3: Mairt6srrartce Schedub Septic Tank Inspect and/or service every 3 years. Outlet Should inspect once a year and clean once every 3 years. Soil Absorption Component Inspect once every 3 years. Comingency Plan:llse alternate sge g available or remove distribution pipe,aggregate or chambers&clogging mat..Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. Septic Tank The sepgc tank shad be maintained by an IndNMual certgied to servbe sepib tanks under s.287.48, Stats. The contents ct the septic tank shall be disposed d in accordance wtth NR 173, Wis.Adm.Code(Servicing Septk;or Hobing Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pks, Seepage Trenches, Privies, or Portable Restrooms). The operating condgbn d the septb tank and outlet fgter shah tre assessed at least once every 3 years by inspectbn.The outlet tiger shall be cleaned as necessary to ensure proper operffibn.The fgler cartrWge stwuld nd be rertaved unless provisions are made to retain sogds in the tank that may sough og the faer when rertaved from gs encbsure. tt the fiber Is equipped wtth an alarm.the filter shall be serviced g the alarm is adivffied condnuousy. Intermittent fitter alazms may indkate surge fbws a an impendbg continuous alarm.The septb tank shall have gs contents removed when the volume d scum and sludge b the tank exceeds 19 the Iquld vownre ct the tank. II the contents ct the tank are nct renaved ffi the time ct assessment,maintenance personnel shall advise the owner of when the next serWce needs to be performed to maintain less than maximum scum and sbdge accumulatbn in the tank No ons should enter a septic or other treatment or holding tank for arty reason without bebrg in fuM compNancs with OSHA standards for entering a confined space.The atmosphere within the septic or other troabnent or holding tank may contain lethal gases,and rescue of a person from the interior of the tank may be diffk:uh or impossible Tank abondonment shag be kt accordance wgh Comm 83.33, Wis.Adm.Cale when the tank is no bnger used as a P.O.W.T.S.component. Dose Chamber Ndbe ihffi the dose chamber may fa due to foes continuing during pump malfunctbn a power outages.One large dose when the power comes on or when the pump is repeiretl may cause the mound component to have problems. In this sguffikm,the pump chamber should be pumped by a Ncense0 pumper before pump cycgng begins a other measures shag be used ro dose the mound component wgh only the proper amount d klfWent.This may krolude manual operation d the pump controls un such lima the pump chamber has reached tts normal level. Dose chambers are to be inspede4 routinety and maintained when necessary In accordance wtth their approvals. Solt Absorption Component The sog absaptbn component serving tMs structure is designed to aa�pt domestb wastewater from a residential facggy. The Iknits d operatbn of this component aze shown in Table 2. The bngevity d a soli absorptbn component depends greatly on proper and limey maintenance,and system use wtthb a babes the Nmgs d regable operation.Good water conservarbn practbes by aA ax:upants and the instagatbn d water consemng pbtmdng fixtwes are key factors b eMending the useful Nfe of this component. The sog absorptbn oomponenrs operatbn must be assessed try inspectkm ffi once every three years.The inspection shag InckMe recording the levels ct pontling, g any,in the observation pipes,and a visual bspedbn fa any evidence of surface se�7age or discharge fran the component.On sleepy sbpkg ages, areas of erosion should fore bdentgied and reported to the owner fa repaN.The surface discharge d domestic wastewater a sewage from th system is prohbged and considered a human health hazard. Traub around or over the sog absorptbn component should be avoided particularly durbg winter rtanths.Tire compadbn or removal ct snow arver over the oofnpbnenl may lei to hydraugc failure by fraezbg.This type of fagure s aSuegy temporary,buts dilficug or impossible to repay untg weather condgions improve. In general,sog compactbn over Mia axnponent wiq reduced usbn of oxygen into the sog attd dispersal sill, which may lead to more intense,and Barker,organic cbgging d the sog. Plandngs ddeep-rooted Vees and shrubs directly over a wghin ten feet d the cort�onent should be avoided sktce root btrusbn into the component may obstruct wastewater goes. Distribution Network Partial pluggkg d the dislributbn network may be detected by extremely bng dosktg foie.The ends of the dislribdbn laterals should be exposed and[he pump �tNated to fbsh out any sogd material.The gquid!hats fWshed oW d the laterals is to be tlkected back into the distribution ceN or into an acceptable container. tt necessary. the laterals can be cleaned. _y ...`;�