2006/05/18 - SANITARY - SAN - Other

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Local Health Authority: Bumea Co.Zoning (715)3432136 Component Manufacturer(tank): Douglas Co.Zonag (715)395-1380 Skew Precast (900)324-8625 Pok Co.Zoning (715)485.9179 Weiser Concete (800P36-3116 Washburn Co.Zoning (715)468-2666LicensedPumperatFifber Maintenance: M1 Septic Service (715)656-7007 Cha pman's Septic Service (715)656-7113 Installer: Hopkins Sand$Gravel (715)866-4157 Slaves Sept Service (715)866-4195 Private Onsite Wastewater Treatment System Management Plan Distribution Absorption 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 Sanitary Permit Number. Table 1:System Design Speclflcait" , Number of Bedrooms: 3 Septic Tank Capacity(gal): /000 Design Flow-Peak(gpd): 4 SD Dose Tank Capacity(gal): Estimated Flow-Average(gild): 300 Soil Absorption Component Size(Sq. Ft.): Sao Type Of Wastewater: Domestic Table 2: Soil Absorption Component-Unthe of Reliable Operation Seeptic Tank Sol mports t oon Design Flow-Peak(gpd) Maximum Influent Particle Size(in) Maximum BOD(mg/L) n/a 1/8 Maximum TSS(mg/L) n/a 220 Maximum FOG n/a 150 n/a 30 Septic Tank Table 3: Maintenance schedule and/or Outlet Inspect service every 3 years. Should inspect once a year and clean once every 3 years. Soil Absorption Component Inspect once every 3 years. Contingency Plan:Use alternate site d available or remove distribution pipe,aggregate or chambers S clogging mat..Replace distribution pipe, aggregate or chambers b C-33 fine aggregate. Septic The segk lank shah he maintained byy an Individual emitted to service septk:tanks under s.281.48, Slats. The contents d Me septic tank shat be deposed d in accordance wne NR 113, Ws.Adm.Cede(Servbing Septic er Holding Tanks, Pumping Chambere.Grease nlerceptore, Seepage Beds Seo Trenches, Privies, R P 3. Wis Reslr. ode Page Pits.Seepage That operating condpbn d me sapllo tank and outbI toe'Shap he assessed m best once every 3 years by hspacdon.The adlef filer shall he cleaned as necessary to ensure proper operellco.The Iger cartridge should nil he removed unless provsions are made to rdain albs In tin lank mat may slough os me Iger when removed from its arcbsure. p int fear is equipped with an alarm.the Inter ahaN he serviced p the alarms aetNatad conllnuousty, intermillent Iger alarms may nail u surge lbws a at imperMnq continuous alarm.The septic tank chap Dave its coolants removed when the vdume d scum and alutl trial volumed Inc lank. If me contents d me lank are inti removed a the rhos d assessment. mainteeance personnel shill advr a Me owner of when the next service needs to he Pedormeit to maintain less Man maxenum scorn and alo 9e n Me tank exceeds I A dile acoumubI n mit tank No one should enter a septic or Other treatment or holding tenk for any mason without being in full compliance with OSHA standards for entering a confined space.The atmosphere within the septic or other treatment holding teak may contain lethal gases,and lamcw d a person from the Nttaniw d the tank may by be difficult or impossible. Tank abondonmem shag be in accordance with Comm 83.33, WIS Adm Code when the tank is no tenger used as a P.O.W.T.S.component. Notice Mal the dose chamber may fill due so lbw coniine dun DO**Chamber repaired may cause the mound component to have prob ems. long s mpsitmalt mem or power outages.One large doss when Me power comes on or when the u a other measures shag be used to dose the mound co Pump chamber should be Pumped by a licensed P cop is such time ins pump chamber has reached its normal component Dose chambers Vie to amount d influent.This may include manual o Pumper before pump controls paths approves. inspected mitinely and maintained when nuceess erten d the Pump comms until eery,n accordance with Mea The sog absorppl1tin component serving this structure s designed t Sdf Absorption Component are shown in Tabic 2sept domestic wastewater from a residenital facility. The antis d operation of the component The longevity of a sill absorption component depends greatly on proper and timely maintenance, and System use within a below IM pmts d reliable water conservation practices by all occupants and Me instillation d water consenting pkanbing fixlures are key factors in extending Me useful we of this c operation. Good The 9f ereny. in absorption compunenrs operation must is assessed ttry aspeylbany e,erre of soil ewe S ac rem. The hspecton shag include recording ste levelss component. Y 8b obomeors Peres.and a visual inspection considered a should I indeagdlad and reported to Me owner or repair.The surface dschageeof"ageorrornesdb�c harge from the ater th sewage hoordm On ef�N sloping sites. system is prohibited and Traffic around orlead to hydrae absorption by IrMPOnslgl,Should be avoided Particularly during winter months. The compaction or removal d snow cover over Me general sotthe over the component wig reduce diffusiof onailure B usually of oxygen into the yp Gel s dgibup a impossible to repair until weather contlgions improve. In cteg9ing d I compaction sot. tspersal cam. which may bad to more intense. and earlier.organic Plantings of deep-rooted heel and shrubs dkecly over or within ten wastewater now feel Of'he comco pent should Its avoided since tool intrusion into the component may obstruct Parall Distribution Network necessary Plugging erufi s can bebcllei�l networkmay puid that s Ilusbe detected Ityhed out d extremely long alto Oe daecthe �s k iof the nto ctlrye drib sign or into an acceptable container. II necessery. the steres can be cleaned. Posed and the pump