2008/07/17 - SANITARY - SAN - Other

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Local Health Authority: Component Manufacturor(tank Bunt49- Burned Co.Zoning (715)32136 Skaw Pre-cast (800)924-8525 Douglas Co.Zoning (715)39&1380 Weiser Concete800 Polk Co.Zoning (715)'185.9279 ( )3363416 Washburn Co.Zoning (715)168-2666 licensed PumparafFiRw Malmorw nce: A-1 Septic Service (715)6567007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel (71566-4157 Steve's Septic Service (715)8664195 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 Soil Absorption Cc ionent Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:System Design SpecWptionis Sanitary Permit Number. Septic Tank Capacity(gal): /00el Number of Bedrooms: 3 Dose Tank Capacity(gal): Design Flow-Peak(gpd): 'V5 Soil Absorption Component Size (Sq. Ft.): (o Q Estimated Flow-Average(gpd): 3 0 o Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sod Absorption Comports t Component Design Flow-Peak(gpd) Maximum Influent Particle Size(in) n/a 168 Maximum BOD(mg/L) nh 220 Maximum TSS (mg/L) his 150 Maximum FOG We 30 Table 3: Maintenam:e Schedule 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. Contingency Plan:Use alternate site if available or remove distribution pipe,aggregate or chambers&clogging mat.. eplace distribution pipe, aggregate or chambers&C-33 fine aggregate. Septic Tank Tice Septic tank shag be maintained by an Individual cerefled to service septic tanks under B.291.48, Stals. The contents of the septic I wk shad be disposed of in accordance with NR 113. Wis.Adm.Code(Servicing Septic or Holding Tanks, Pumping Chambers.Grease Interceptors, Seepage Beds, leepage Pits.Seepage Trenches, Prkdes, or Portable Renlooms). The operating condition of the septic tank and outlet fMet shad be assessed at bast once every 3 years by inspection.The onllbl Iters Wil be cleaned as necessary to ensure proper operation.The filer cartridge should not be removed unless provisions are made to retain sours In to tank that maysip h off the Idler when removed from as enclosure. N the filer is equipped with an alarm,the foo shelf be serviced Y the alarm b activated continuously. Inks ere tam alenro may indicate surge flows or an impending continuous alarm.The septic tank shall eve As contents removed when the volume of scum ands idge in to tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of assessment. maintenance personnel shad advise t 10 owner of when the next service needs to be performed to maintain less than maximum scum and sledge accumulation in the tank. No one should enter a septic or other treatment or holding tank for any reason wllhout being In fug compliance with 06 AA standards for entering a confined apace.The atmosphere within the septic or other Vestment or holding tank may contain lethal gases,and re,cia,of a person from the Interior of the tank may be dMNcult or impossible. Tank abondcomenl shad be in accordance with Comm 83.33. Wis.Adm Code when the tank is no longer used as a P.O.W.T.S.compon ber Nolte that the dose chamber may fid due to flow continuing dura DOas on Or power g e rnth p o power outages.One urge eose when the power c mita ore or when the pump is repaired may cause the mouse component to have problems. In Thisythe situation. the pump unanber would is mypumpedInc by a licensed pas before pump controls begins or other measures Shad a used r dose lit mound component with my the propsr annum a routine This may lamed manual operants d the pump controls until such time the pump chamber has reached its normal levet Dasa chambers are to be inspected neriine)and maintane0 when necessary in accordance with(heir approvals. Soil Absorption Component The sod absorption component serving this structure is designed to accept domestic wastewater from a residential facility. Tice limns or rarbn d this component are shown n Table 2. The longevity of a sit absoplbn component depends greatly on proper and timely maintenance, and system use within Of below the limlt of reliable operation. Good water oonservalion practices by all occupants and the installation of water conserving plumbing fixtures are key tactors in extending the t seful Ike of this component. The sod absorption components operation must be assessed by inspection at least once every three years. The inspection shad inure ecordlng the levels of ponding, t any, in the observation pipes. and a visual inspection for any evidence of Surface seepage or dischargefrom the co areas of erosion should be ndenlkied and reported to the owner for repaa. The Surface discharge of domestic:wastwater o sewage from t nSysteem is steeply sloping ohiO led and considered a human health hazard. Traffic around or over the wit absorption component should be avoided particularly during winter months. The compaction or removal Of sic he cover over the com ralpet nttA may lead 10 oydr tic failure pm by freezing.This type of failure is usually temporary,but Is difficult a irtpossible to repair until w athef conditions improve. In Clogging d the sod. component WIN reduce diffusion of oxygen NSuan o the d d dispersal cell. which may lead to more Orion . and earlier, organic Plantings of deep-rooted bees and shrubs directly over or wkhin ten feel of the component should be avoided since root intrusion into to wastewater how omponenl may obstruct Partial Distribution Network activated 10 flush out nytwM material. The than is flushed extremely 1 e Wefas alto be directehe d back nof the t distribution distribution ll or no x�acceptable�the pump II necessarythe laterals can be cleaned. -„'Z1