2012/08/22 - SANITARY - SAN - Other

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Local Health Authority: Component Manufactu tank Burned Co.Zoning (715)3492138 Skew Pre-cast (800)924-8625 Douglas Co.Zoning (715)395-1380 Weiser Concete (600 36.3816 Polk Co.Zoning (715)485-9279 Washburn Co.Zoning (715)468-2666 Licensed Pum ler Maintenan ce: A-1 Septic Service 567007 Chlipman's Septic Service (71556-7113 Installer: Hopkins Sand$Gravel (71566-4157 Steve's Septic Service (715)866-4195 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 Pnvate Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:Sysism Design Specifications; Sanitary Permit Number. Septic Tank Capacity(gal): 7XO Number of Bedrooms: J, Dose Tank Capacity(gal): Soo Design Flow-Peak(gpd): 3 0 o Soil Absorption Component Size (Sq. Ft.): IV3a Estimated Flow-Average(gpd) Ao o Type of Wastewater Domestic Table 2: Soil Absorption Component-Umits of Reliable Operation Septic Tank Soil Absorption Comportsint Component Design Flow-Peak(gpd) Maximum Influent Particle Size (in) n/a 1r8 Maximum BOD (mgA.) his 220 Maximum TSS mg/L) his 150 Maximum FOG n/a 30 Septic Tank Table 3: �Men�e ScheduleP 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 it available or remove distribution pipe, aggregate or chambers&clogging mat.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. Septic Tank The septi lank shad be maintained by an individual candled to service septi:ranks under S. 281.48. Stats. The contents of to septic tank shad be disposed of in accordance with NR 113. Wis. Adm. Cde(Servloing Septi or Holding Tanks. Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pits. Seepage Trenches, Privies, a Portable Resifooms). The operating condition of the septi: tank and outlet flier shag be assessed at least once every 3 years by inspection.The outlet flaw shelf be cleaned as necessary to ensure proper operation.The filter cartridge shoed not be removed unless provisions are made to retain solids In the tank that may slough tie the filter when removed from as enclosure. d the filler is equipped with an alarm. the filter shell be serviced g the alarm a activated continuously. Intermittent filler alarms may ndicate urge flows Or an impending continuous alarm. The septic lank shall nave its contents removed when Ins volume Of scum and sludge in the lank exceeds 1/1 the liquid volume of The lank. If the contents of the tank are not removed of the time of assessment. maintenance personnel shad advise the owner of when the next service heeds To be performed to maintain less than maxmum scum and sludge accumulation in the tank. No one should anter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space.The atmosphere within the septic or other tteatmem of holding tank may contain lealal gases,and reactor of a person from the interior of the tank may be difficult or impossible. Tank abodonmenl shad oe in accordance with Comm 83.33. Wis. Adm. Code when the tank is no longer used as a P.O.W.T.S. component. Notice that the dose chamber may is due to flow continual duringDoli Chamber repaired may cause the mound component to have problems. In Icus uarbnu thenction Pump power outages.One large dose when to power comes on or when to pump is or other measures shall be used To dose the mound component who on theproperpimp chamber shoed be pumped by a licensed pumper before pump cycling begins such Iat1e the pump chamber has reached its normal level Dose champs e dbe nspeectedof lrrfoutinely and maluent. This yeltained when nece=rude Manual s operation accorof the dance with theicontrols r approvals. Soil Absorption Component The sold absorption component serving this structure s designed to accept domestic wastewater from a residential facility. The limits of operation of the component are shown in Table 2. The wales cons y of a wil absorption component depends greatly on proper and rarely maintenance. and system use within or below the tangs of reliable operation Good pranices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful We of This component. The sal absorption component's operation must be assessed by inspection all least once every three years. The inspection shag include recording the levels of ponding, a any. in the observaldn Apes, and a visual inspection for any evidence of unace seepage Or discharge from the component On sleepy sopng sides. areasOf at'osion a human be Mohealthazfardfedd areported to the owner for repair. The surface discharge of domestic wastewater o sewage Iron to system s prohibited and Traffic around or over the sail absorption component should be avoided particularly during winter months. The compaction or removal d snow cover over the component may lead to hydraulic failure by freezing. The type of failure is usually temporary but is difficult o impossible to rep" until wearer conditions improve. In general, sod compaction over this component will reduce diffusion of oxygen into the sod and dispersal cell, which may lead to more Intense. and earlierorganic clogging of the sod. Planta wgarer hes Of w-rooted tracts and shrubs directly over or within ten teat d the compornenl should be avoided since roof intrusion info the component may obstruct Penialetected Distribution Network activated to flushfOut any solid Material. The liquid that 3 flushed out dextremely e Werdosing s silo be dueled bacends of lk into thhe edislritulintion lets X or Into an limould b exp cc pt belcomamel. d necessary. le laterals can be cleaned.