2008/09/16 - SANITARY - SAN - Other

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Local Health Authority: Component ManufacW tank Bumed Co.Zoning (715)3432138 Skew Pre-cast 800„ ) Douglas Co.zoning (715)395-1380 Weiser Concete ((800)i,'dfrl"3�gj5 Polk Co.Zoning (715)485.9279 Washburn Co.Zoning (715)468-2666 Llcsrtsed Pum A-1 Septic Se�i�Maintenance: Chapman's (ce (716-7007 Steve's Septic Service (715)G56-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Septic SefV1e (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 Component Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:System Design Specifications Sanitary Permit Number. Septic Tank Capacity(gal): SOO Number of Bedrooms: d Dose Tank Capacity(gal): Design Flow-Peak(gpd): 3 o 0 Soil Absorption Component Size(Sq. Ft.): Estimated Flow-Average(gpd) of°O Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sal Absorption Component Qomoonent Design Flow-Peak (gpd) Maximum Influent Particle Size(in) n/a 118 Maximum SOD(mg/L) n/a 220 Maximum TSS(mgrL) n/a 150 Maximum FOG Will 30 Septic Tank Taws 3: Maintenance Schedule P 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.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. The se Septic Tank pllc tank shat be maintained byy an individual cenitbd to service septic tanks under s.281.48, Stals. The contents d the septic lank shall be disposed of in accordance with NR 113. Wis.Adm.Cooe(Semicing Sepik or Holding Tanks, Pumping Chambers.Grease Interceptors. Seepage Beds. Seepage Pits. Seepage Trenches, Privies,or Portable Restrooms). The operating coMltbn d the septic tank and outlet inter shat be assessed ar bast once every 3 years by inspecibn. The outlet leer shall D8 deaned as necessary to ensure proper operation.The iplor carirbge should rid be rerteved unless Provbions are made to relarn scads in IM fanK Mat may slough oti the leer when removed from ds enclosure. a the leer is equipped with an alarm, le flier shall Da serviced lt the alarm o adNared wntinuoosy. Inlermittenl talar alarms may indicate surge lbws or an impending continuous alarm.The septic tank snail eve as contents removed when le vdume 4 scum arM sludge n the lank exceeds I A the Ilquid volumed to tank..I the corlenls d the tank are rid removed al the Ilrta d assessment maintenance personnel shad advee the owner of when the nett service needs to a pemormed to maintain less than maximum scum and swage awumublbn b ti1e lank No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a cordined space.The allnosphom within the septic or other treatment or holding tank may contain letital gases,and rescue of a person from the Interior of the tank may be difficult or impossible. Tank abondonment sea be in accordance with Comm&7.33. Wis.Adm.Code when the tank is no longer used as a P.O.W.T.S.component. NdlCe that the dose chamber may M due to flow continuing awn DoH Clamber repaired may cause the mound component f have problems. In g pusmp Malfunction or power outages.One large dose when the power comes on or when the pump is or other measures shag be used to dose the mound component with on theproper��amount of influent. a my int Dy a licensed proper f the pump cycling begins such time the Pump chamber has reached its normal level. Dose chambers artobe inspected routinely and maintained when necelude Manuel ssary d cc pump with their iuntil t approvals. eery in accordance vinh their Soil Absorption Component The sit absorption component serving this structure a nod to accept des' are shown n Table 2. 5 domestic wastewater from a residenlW locally. The snits d operation Of this component The longevity of a soil absorption component depends greatly on proper and timely maintenance,and system use weran or below the emits of reliable operation. Good water conservation practices by as occupants and the inslatatbn of water consemrg plumbing fixtures are key factors in extending the useful ala of this component. The sod Th 9.absorption Inc observallon eratin Mat be a visuals assessed try inspection al least once every three years. The inspection Shea include recording the levels of areas of orony. snouts be n observation pipes.end r inspection for any evidence of Surface seepage or discharge from the component. On neeply sloping saes, oomatlered a human health hazard. reported to the owner for repair.The sonata discharge d domestic wastewater a sewage from Ih system a prohibited and Traffic around or over the sot absorption component should be avoided particularly during winter months.The compaction or removal of snow cover over the component may lead to hydraulic failure by Ireezng. This type of failure is usually temporary, but is difficult OF Impossible to repair until wearer conditions improve. In gene l. d the p� w action over this wmpent will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and Sister. organic Plantings of deep-rooted Uses and shrubs directly over or within ten feel Of the component should be avoided since root intrusion into the component may obstruct wastewater how Penial u Distribution Network activated to lush Out any Solid material. Theliquidthat is flutected shed out extremely e�Wer Is silo be directed bahe ends of lk nt he slhe distribuean cell or into an acceptablerais should be p the pump a necessary, the laterals can be cleaned.