2007/06/06 - SANITARY - SAN - New Non-Press - 30137

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Local Health Authority: Burnett Co.Zoning (715)349-2138 Component Manurfacturerttank): Dough Co.Zoning (715)395-1380 Skaw Pre-cast (800)924-8625 Weiser Conoete (800036-3416 Polk Co.Zoning (715)485-9279 Washburn Co.Zoning (715)468-2666 Licensed Pum persiFllter Maintenance: A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel (715)866-4157 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 Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is- Table 1:System Design Specification* Sanitary Permit Number Septic Tank Capacity(gal): Number of Bedrooms: Dose Tank Capacity(gal): Design Flow-Peak(gpd): Soil Absorption Component Size (Sq. Ft.): Estimated Flow-Average(gpd): Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sod Absorption Coin onent om onent Design Flow-Peak (gpd) Maximum Influent Particle Size (in) n/a 1/8 Maximum BOD(mg/L) n/a 220 Maximum TSS (mg/L) n/a 150 Maximum FOG n/a 30 Septic Tank Table 3: Maintenance 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:Use alternate site if available or remove distribution pipe,aggregate or chambers&clogging mat.. Replace distribution pope, aggregate or chambers&C-33 fine aggregate. Septic The septic tank shall be maintained by an individual certified to service septic a l tanks unders. 281.48, Stals. The contents of the seplie tank shall be disposed of in accordance with NR 113. Wis. Adm. Code(Servoeong Septic or Holding Tanks, Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pls. Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shag be assessed at least once every 3 years by inspection. The outlet filer shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids In the tank that may slough off the Iftler when removed Irom its enclosure. g the filer is equipped with an alarm, the tiger shall be serviced g the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have is contents removed when the volume of scum and sludge in the lank exceeds 1,�3 the liquid volume of the tank. If the contents of the tank are not removed at the lime of assessment. maintenance personnel shag advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. No one should enter 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 treatment or holding tank may contain lethal gases,and rescue of a person from the interior of the tank may be difficult or impossible. Tank abondonmenl shall be 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 IN due to flow contlnwn dunn Dose Chamber 9 g Pump malfunction or power outages.One large dose when the power comes on or when the pump is repaired may cause the mound component to have problems. In this situation,the pump chamber should be pumped by a licensed pumper before pump cycling begins or other measures shaft be used to dose the mound component with only the proper amount of influent. This may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and maintained when necessary in accordance with their approvals. i The soil absorption component serving this structure is designed toac accept domestic waasleewe alerfrom a residentlal facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful INe of this component The soil absorption comporienrs operation must be assessed by inspection at least once every three years. The inspection shag include recording the levels of ponding, it any. ine the observallon a casual inspection for any evidence of surface seepage areas of erosion should be indentgled and reported to the owner for repair. The surface discharg mestic or waastewat�er p esewage from th steeply sloping sites. considered a human health hazard. ail system B prohibited and Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell. which may lead to more intense. and earlier. organic clogging of the sod. Plantings of deep fooled trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater tow Partial Distribution Network activateddutof plugging out any solid The lnetwork iquid be that isflflushed out of by f the�laterals is to be directed back he ends of the into the distrobut n cell orribution lalerals should be o an acceptable exposed (hecontainerppIf necessary, the laterals can be cleaned.