2010/05/06 - SANITARY - SAN - Other

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/* 7,; 7 Local Health Authority: Component Manufactu Bumex(!1Oning (715),34&2138 rer4tank): Douglas Co.Zoning (715)395.1380 Skew Proust (800)824-8625 Polk Co.Zoning (/15)185-9279 Weiser Concete (800)336-3416 Washbum Co.Zoning (715)466-2666 Llosrsed Pum Service 715 Maintenance: ce: A-1 Septic Service ice (7567007 Chapman's Septic Service (715)!i56-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Staves mac Service (715)8e6-4195 Private Onsite Wastewater Treatment System Management Plan Distribution nt This management plan complies with COmm83.54, Wis.Adm.Code,and the appropriate SoiilAbsorption Component Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:System Design Speoifloatlerte Sanitary Permit Number. Septic Tank Capacity(gal): 1000 Number of Bedrooms: 3 Dose Tank Capacity Design Flow-Peak "I'S'OPa 'ty pone: o0 �) Soil Absorption Component Size(Sq. FL): (,NS Estimated Flow-Average(gpd): 3m O Type of Wastewater: Domestic Table 2: Soil Absorption Component-Umfte of Reliable Operation Septic Tank Sod Absorption rte [ nent Design Flow•Peak(god) Maximum Influent Panicle Size (in) nit Maximum BOD(mg/L) 118 Maximum TSS (mgrL) his 220 Maximum FOG ^/a 150 n/a 30 Septic Tank Table 3: Maimoreswe Schedule Outlet Inspect and/or service every 3 years. Soil Absor tion Com Should inspect once a year and clean once every 3 years P onent . P Inspect once every 3 years. Contingency Plan:Use alternate she N available or remove distribution pipe,aggregate or chambers&clogging mat.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. The septic tank shat a mainlinedSerySeptic Tank accordance with NR t 13. WIS.Adm.by septic or Holding Ta�nety Pum under s.chambers. 8.G Stats. The contents d the septic tank shall be disposed of b Trenches, Privies, w Portable Reatrooms). Pn9 Chambers. Grease Interceptors, Seepage Beds. Seepage Phs. Seepage The operating condition of the septi:tank and outlet later shag be assessed at least once every 3 years by inspection. The outlet Feer shall be cleaned as necessary to ensure proper operation.The mar cartridge should net be removed unless provisions are made to retain sours In to tank that may slough dl the later when removed from its enclosure. k IM fear le equipped with an alarm.the fear shag be serviced a the alarm is activated contlnumsy. intarmned fear alarms may indicate surge lbws or an impending continuous alarm.The septic tank shall he"as contents removed when the volume d scum are sludge n the tank exceeds 1f3 the liquid volume Of the tank. If the Contents d the tank are net removed at the time Of assessment,maintenance personnel sell advise the Owner of when the next "Nice needs to be Performed to maintain less than rnaxmum scum and sludge amumulslbn in the tank. No one should enter a septic or other treatment or folding tank for any teaser without being in fug compganr:e with OSHA standards for entering a confined apace.The atmosphere within the septic or other treatment or holding tank may contain letal gages,and rescue of a person from the Interior of the tank may be difficult or impossible. Tank aboreonmenl shall be in accordance wall Comm 83.33, WIS.Adm Code when to tanks no lager used as a P.O.W.T.S.component. Notice that the dose chamber may tat duo to flew continuing dorm Dose Chamber repaired may cause the mound c p g g pump malfunction Or Power Outages.One large dose when the power cones on or when the pump is Of omen measures shoe a used to component mound problems. In me situation.the pump chamber Shored be pumped by a incensed pumpar before pump cycling begins such time the pump chamber has reached its normal levnponent with Onty the ell. Dose chambers are tobeinspeecteed al rouutnely nd�Mayntalar ed when neces satin d the Pump with their until approvals. nary in accordance with thea Soil Absorption Component The sox apsorplion component serving this structure is designed to accept domestic wastewater from a residen[lel facility. The ends d operation d ms component are shown n Table 2. The longevity of a SO absorption component depends greatly on proper and timely maintenance.and system use within or below Ihe tlmlts d Fellable aperarbn. Good water conservation by all occupants and the inslallalion d water conserving plumbing fixtures are key tactors n extending the useful ata of this c The sod absorption co omponent. ponding. a anyinIe MPOOSM Operation must be assessed by inspection at least Once every three years. The inspection shad Include recording the levels d areas of aresn shoed be in Observation Ci�gand a visual inspection for any evkfence d Surface seepage Or discharge from the component. On sleepy sloping saes. considered a human health hazard. sported to the owner dor repair. The surface discharged domestic Wastewater or sewage from ill system is Prohibited Md Traffic arounmay d or Over to We absorption component should be avoided particularly during winter Monte. The compaction or removal of Shaw cover over the O"nsof lead to hydraulic failure by freezing.This type of lailure s usually temporary.but s difficult Or impossible to repair until weather conditions improve. In Clogging d the Sood tbm over this component will reduce dmusbn of oxygen into the Sod and dispersal coll. which may load to more intense. are earlier, organic Plantings of deep-rooted bees and shrubs directly over or within ten feet of the conponenl should be avoided since root intrusion into the component may obstruct wastewarer bow Penialtion Distribution Network activated b91Wsh Out Wed Material. The liquid ork may be then i5is hutected shed tout Of the Wile dosing sato be directed bhe ends ack inhe/the distribution et n M or into an ncc�epand tabletconainel. It necessary. the letetals can be cleaned.