2008/06/23 - SANITARY - SAN - Other

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Local 11434111111 Authority; Bumee Co.Zon" (715),3492138 Component klanufactury r(tank): Douglas Co.Zonwig (715)395-1380 Skaw Precast (800)924-8525 Po&Co.Zoning (715p485.9279 WeiserConcete (8WP36-3416 Washburn Co.Zoning (715)468-2656 Ucensed Pum wipe 'titer Maintenance;A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Slavas Sept Service (715)866-4195 Private Onsite Wastewater Treatment System Management Plan Distribution This management plan complies with COmm83.54, 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:Sysbm Design Spectrkadolls Sanitary Peed Number. Septic Tank Capacity(gal): /d So Number of Bedrooms: oro Dose Tank Capacity(gal): Design Flout-Peak(god).: 6 Soil Absorption Component Size(Sq. Ft.): /,A 06 Estimated Flow-Average(gpd): V00 Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sol Absorption Comports IQgmiponent Design Flow-Peak(gpd) Maximum Influent Particle Size(in) Maximum BOD(mgA-) n/a 141 Maximum TSS (mgrL) nil 220 Maximum FOG We 150 n/a 30 Septic Tank Inspectab and/or servicee3: M3y 3 years. a Schedule 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. tic The Sean tank shat 1 maintained oy an individual tended to servka septic ttaanks underta.281 48 Slats. The contents d the sepllc tank shag be disposed of in accordance with NR 113. bre estr Code(Servk:ing Sepik:a Holding Tanks, Pumping Chambers. Grease Interceptors, Seepage Beds, Seepage pits. Seepage Trenches, Privies,a Portable Reslroals). The operating condtbn d Iha septic tank and oulkl leer Shay be assessed al kart once every 3 years M inspeclbn.The oullel leer shall be Gleaned as necessary to ensure Proper aPeratlan.The mer carlrkge should 0 be removed unless provsbns are made to rNain soMds In the Ienk That may sough oti the leer when removed from pis enpbsure. s the leer is equipped wlth an alarm.the leer shall ba serviced s the alarm w actNated continuously.all gam leer I w may ndieale surge lbws or an impending continuous aWrm.The septic tank shard nave its contents removed when the vduma d scum end sludge len me erlK exoeaes 19 the(quid volume d the lank. II me Conlenls d the tank are led removed 411 the Ilene d assessment, maintenance personnel shay advise the owner of when the neat service deeds to be panormad to maintain less Than mlaamum scum and sledge aCoumuWlbn in the lank No one should enter a septic or other treatment or holding tank for any lesson without being in fug compliance With OSHA standards for entering a confined space.The Ates"Phere within the septic or other treatment or holding lank may contain lethal gases,and Fescue of a person from the Interior of the bank may be difficult or impossible. Tank abondonment shall be in accordance with Comm 83.33. Wis.Adm.Code when the tank s no longer used as a P.O.W.T.S.component. Notice that Me dose chamber may IN due to lbw continuing fur Dose Chamber Noticed may cause the upend component f have problems. In inti p sndrouatbn thepump o power outages.One large dose when the power comes on or when the pump is re plater measures etas be used to dose the have problems. chamber should be pumped by a licensed Pumper before pump cycling such time the pump chamber has;reached its normal component Dose ch Ong I Proper amount d influent.This may include manual o s nig aPProvals. spatted routinely and maintained when napes cry i IX cc pump Combos it eery in accordance with their The soli absorption component serving this structure s designed to mil Absorption Component are shown in Table 2. 9 coot domestic wastewater from a resbamtlal facility. The smile Of operation Of this component The of a wateroons nation pill absorption bs r Gy accomponent depends the really on Proper aren d timely i emr�t�me. and system use within or below the limits d fellable operation. Good Conserving plumbing fixtures are key factors in extending the useful life of this component. The soli absorption components operation must be assessed by inspection al Wast once every three years.The inspection Silas include recording the loves of Ponding, it any. In the observation pipes.and a visual inspection for any ewoence of surface seepage of discharge from the component. On steeply areas or erosion should be inderelakd and reported to the owner for repak. The surface discharge d domestic wastewater or sewage from th Considered a human health hazard. sloping sires. 419 system s prohibited and Tragic around or over the soil absorption component should be avoided particularly during winter months.The compaction or removal Of snow cover over the Comet may lead 10 Over hydraulic failure by freezing. This uce diffusionypOffall ore a usually temporary.but 's difficult o impossible to repair until weather conditions improve. In general. sol tom clogging o the sod. oxygen into the sol and dispersal cell. which may lead to more kllense, and earkef. organic Planting of wastewater how NooleO Imes and sMubs tlkeclry over a Within len teat Or the Cortponent should be avoided since root intrusion into the component may obstruct Partial Distribution Network activateddutoflush Cut anyfWild mate material Therk alquid be that s INefected 5he0 lou d 1 e long dosingtime. be directehe d back inof the to slhe dM�rdl�pn N or'no On,an ac ceptable cc ptand he container II necessary. the Walsh; can be cleaned.