2006/01/09 - SANITARY - SAN - Other

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Local Health Authority:BumRtComponent ManrAaeW tank Douglas ough CO.Z ing (775)349-2136 Skew Precast 900„4-6625 Pok Co.Zoning�� (7 8s_9z71380 Weiser Concele ((800)33rr-3416 Washburn Co Zoning15)49279 n W8&2666 LJceltaW PumP61116 ler Maln$enance: A-1 ShPbc Sevice (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Stever Septic Service (715)86&4195 Private Onsite Wastewater Treatment System Management Plan Distribution Absorption Component This management plan complies with Comm 83.54. Wis. dm.Code,and the a pp Onsite Wastewater Systems. The specific component manual for this P.O.W.T.Sropriate Sal Absorption Component Manual for Private Table 1:System Design Speclfleatlons Sanatory Period Number. Septic Tank Capacity(gal): 76'0 Number of Bedrooms: A Dose Tank Capacity(gal): Soo Design Flow-Peak(gpd): A00 Soil Absorption Component Size(Sq. Ft.): 666 Estimated Flow-Average(gpd):,400 Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sal Absorption Comports nt Qomponen Design Flow-Peak(gpd) Maximum Influent Panicle Size (in) We 113 Maximum BOD(mg/L) n/a 220 Maximum TSS(mgr-) his 150 Maximum FOG nh 30 Se tic Tank Table 3: Mminbumme 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:the alternate site 4 available or remove distribution pipe,aggregate or chambers b clogging mat..Replace distribution pipe, aggregate or chambers b C-33 fine aggregate. The sapik tank shay he rruinlanee Septic Tank accordance with NR 113. Wb. Adm.Code(Se vcng Septic r Hol Tanks. punt under S. 281.4a. Stan. Thin coolants d me acetic tank sMi be disposed d b Trenches, Privies, w Portable Reendomrs). ping Chambers. Grease Interceptors. Seepage Beds. Seepage PAs. Seepage The operaring mndtbn d me teplb tank and ourlel IWer shag he assessed al Nast arca every 3 years Dy nspactbn. TM outlet IWar shall he cleaned as Mcessary to ensure Doper ope movIrrarlon.TM mer cartridge shouid rel he nmovad unless povlsbna are made to raisin saYds In the tank mal may slough dl me iWer when reed ani es enclosure. Y the laar ls equipped sura an alarm.the IWar shall he aervbad i the alarms actNarad conllnuousty. blarmWent IWar aWrts may indicans surge lbws a an inpendng continuous alarm.TAe aeric lank shall leve is rxxmenla romovW when IM vdurte d arum and sludge n the Wk exceeds 73. tiro liquid volume d iha lank. II Iha contents d me lank are rid removed ef the tine d asseomenl.mairltenance personnel shat advee Iha owner of when me next dervioe needs to he performee to manlain lass Ihan maximum scum and alodge accumulelbn n Ura lent No one should writer a septic or other treatment or holding tank for any reason Without being in full compliance with OSHA standards for entering a confined span.The atmosphere within the septic or other Masontown oreholding tank may contain lethal gats,and rescue of a person from the Interior of the tank may be difficult or Impossible. Tank abondonment shay be in accordance with Comm 93.33. suis.Adm.Code when the tank's no longer used as a P.O.W.T.S.component. bar Notice that the dose chamber may fill due to Now continuing dui bee d1i111ow repaired may cause me mound co le m9 tamp mon. they m power ber S es.One Pump eose when ne power comes on or when the pump is or other measured shag be used t dose the mound component In with my the the pump clamber Influent. he pumped by a licensed Pumper telae pump cycling beams such time the niPhrrere wnh one me proper amount a noutine Tha may induce manual operation ry d the pump with thew until approvals. WhW chamber has reached its normal level. Dose chambers aro to he inspected routinely and maintained when necessary n accordance with Ihev Soil Absorption Component The SAW weshownbsorption n Table 2COrrponenl sarong this structure 6 designed to accept domestic waslewarar from a residential lecbly. The Wits of operation d the component The kingevty Of a sod absorption component depends greatly on proper and tinea rnainfenance,and system use within Of below the amts of reliable operalbn. Good water conservation practices by at occupants and the inseailanon of water conserving plumbing fixtures are key factors in extending the useful We of this component. The Sod Thein i absorption fire ObstS ervation pipes. bad st be visualassessed s �w inspection at lease once every three years. The Inspection aha$include recording me levels d areas g,arany, n the be ndeion pi and r inspection for any evidence of surface seepage or discharge hom the component. On seeps SiVi g sees. considered a human health hazard. ponied to IM owner to repay. The surface discharge d domestic wastewater or sewage from Il system a prohibit and Traffic around or over the soil o absptbn component should be avoided particularly owing winter months. The compaction or removal of snow ower over the Tr mporenl may lead to hydraulic failure by treeing. This type of failure a usually temporary,but is difficult or impossible to repair unit waamer conditions improve. In ed gendwat endlhe scomoil."IChen aver the component will reduce diffusion of oxygen No fire sod and dispersal cell, which may lead to more milenee. and earlier. organic Plantings of deep-fooled Ifees and shrubs directly over a within tan feel of the component Should be avoided since root intrusion neo the component may obstruct wastewater Aon Penial Distribution Network plugging d the distribution network may be detected by extremely long dosing time. The ends Of the dismibutbn larerals shoed be exposed and the pump o"N"ded to flush out any Wild material. The liquid that IS flushed Out Of the laterals a to be diracled back into the distribution cell or into an acceptable containerti necessarythe laterals can be cleaned.