2005/03/31 - SANITARY - SAN - Other

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Local Health Authority: Component Manufactu BumeQ iso.Zoning (715',14G,,2138rejtank): Cougias Co.Zoning (715j395-1330 Skaw Pro-cast (900)924-9825 Polk Co.Toning (115}485-9273 Weiser Concele (900)336.3416 Washburn Co Zoning (775)468-2666 Licensed Pum A-1 Septic Service (715)656-7007 656-70tance: Chapman's Septic Service (715) ,96- St4ve,s (715)656-7173 Installer: Hopkins Sand&Gravel (715)366-4157 SeP�Service (715)866.4195 Private Onsite Wastewater Treatment System Management Plan stribution System Absorption Component DfThis management plan complies with Comm 83 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:Syssem Design Spscincations Sanitary Penh Number. Septic Tank Capacity(gal):900 Number of Bedrooms: Z Dose Tank Capacity(gal): Design Flow-Peak(gpd):7,6 0 Soil Absorption Component Size (Sq Ft.): boo Estimated Flow-Average(gpd):Z,�jpc Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank SOII Absorption Comooneat Qomponent Design Flow-Peak (gpd) Maximum Influent Particle Size (in) Maximum BOD(mg/L) n/a 1/8 Maximum TSS (mg/i n/a 220 Maximum FOG We 150 War 30 Septic Tank Table 3: Maintenance Schedule Outlet Inspect and/or 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 it available or remove distribution pope,aggregate or chambers &clogging mat.. Replace distribution pipe. aggregate or chambers&C-33 fine aggregate. Septic The septic tank shag be maintained by An individual certgvic led to sere Septic tanks under Tank 281.18, Stals. The contents of the septic tank shag be dsposad o1 in accords accordance with NR 113. W . Adm.Code(Servicing Sepik:or Holding Tanks. Pumping Chambers. Grease Interceptors. Seepage beds. Seepage Pns. Seepage Trenches, prmes, a Ponabis Restrooms), The operating condition of the septic tank and outlet Inter shag be assessed at bast once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The finer cartridge should not be removed unless provisions are made to retain solids In the tank trial may slough dl le Iver when removed from its enclosure. lt the filter is equipped with an alarm. rhe filter shall be serviced it the alarm is aLovaled continuously. Intermittent Iger alms may indicate surge vows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge In the lank exceeds tq the liquid volume of the tank. If the contents of the tank are not removed at the time of assessment. maintenance personnel shall advise the owner of when the next service needs to be performed to maxttam less than maximum Scum and sludge accumulation in the lank. 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 dWicult or impossible. Tank abondonment shall be In accordance with Comm 113.33. Wis.Adm. Code when the tank is no longer used as a P.O.W.T.S.component. Notice that the dose chamber may IM due to lbw continuingBunn DOM Chamber repaired may cause the mound cont 9 punto is tion. the P M power outages.One large dose when the power comes on or when me pump is or other measures shag be used to ase the mound pcomponent ms. Inwith only the proper rot of Inlluechamber nl Should a mmay Include a licensed manual o �n� amore pump cycling begins such time me pump chamber has reached its normal level. Dose chambers are to be inspected routinely and mainlained when neces asarynin ofthe with tis heir ti approvals. Soil nt The sol absorption component serving INS structure s designed ned accept dome wastewaters aom a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a sod absorption component depends greatly on grocer and tfinety maintenance. and system use within of below the Limits of reliable operation. Good water conservation practices by all occupants and the mstagahon of water conserving plumbing lixtures are key factors In extending the useful We of this component The soil absorption component's operation must be assessed by inspection at bast once every three years. The inspection shalt Inside recording the levels of ponding. g any, in the Observation pipes. and a visual inspection for any evidence of surface seepage of discharge from the component. On steeply sloping saes. areas of erosion should be indentilied and reported to the owner for repair. The surface discharge of domestic wastewater Or sewage from th system is prohibited and considered a human health hazard. Trani;around or over the soil absofplion component should be avoided particularly during winter months. The compaction or removal d snow cover over Ie component may lead to hydraulic failure by treezmg. This type of lwlufe is usually Temporary,but s difficult or impossible to repave until weather conditions improve. In genera. soil compaction over this component will reduce diffusion of oxygen into In-soli and dispersal cell, which may lead 10 more intense, AN earlier. organic Clogging of the sod. Plantings of deep-rooted trees and shrubs directly over or within ten feel of the component should be avoided since root intrusion into the component may obstruct wastewater how Dis bution ork Partial plugging of me datrlbution network may be detected by extremely long ddosngliime. The ends d the distribution Laterals should be exp activated to flush out any solid material. The liquid that s flushed out of the laterals s to be directed back into to distribution cell or into an accept�thepump If necessary, the laterals can be cleaned