2003/09/15 - SANITARY - SAN - Other

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r itsrssartnAupuon ( Component 800)92tan5 Burnet Co.Zoning (715049.2138 Manufactu 4-862 Douglas Co.Zoning (715)395-1380 Weiser COncete Polk Co.Zomig (715)t8S9279 (800)336-3416 Polk Co. ing (715)168-2666 t.icw"d Purnperarri ter Mshttermnce: A-1 Septic Service (715)656-7007 Chapman's Septic Service (7151656.7113 Installer: Hopkins Sand&Gravel (715)866-4157 Steve 5 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 Daipn Spscelcations Sandy Permit fiber. Septic Tank Capacity(gal): 00 Number of Bedrooms: d Dose Tank Capacity Design Flow-Peak(gpd): 3 oat Soil Absorption Component Size(Sq. Ft.): 600 Estimated Flaw-Average(gpd): }00 Type of Wastewater. Domestic Table 2: Soil Absorption Comp - -Undite of Reliable Operation Septic Tank Sod Absorption Component Component Design Flow-Peak(gpd) Maximum Influent Particle Size(in) n/a ire Maximum BOD (mgA.) n/a 220 Maximum TSS(mg/L) n/a 150 Maximum FOG his 30 Table 3: AWntertanceSchedule Septic Tank Inspect and/or service every 3 years. Outlet Should inspect once a year and dean once every 3 years. Sod Absorption Component Inspect once every 3 years. Cmitlrtgenoy Wart:Use alternate site if available or remove distribution pipe•aggregate or chambers&clogging mat.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. Septic Tank accordance��tbe maintained at i certlled to service septic tanks under s.281.48.stats. The cpneMs a the septic tank shad be disposed a in Trenches.Ptiries.or Portable Pwsbooms�odo).1 g Septic c Roiling Tanks. Pumping Chambers.Grease Interceptors ds., Seepage BaSeepage PRS.Seepage The operating condition of the septic tank and outlet tier shat be assessed at least Once every 3 years by inspection.The outlet Iter shall be cleaned as necessary to ensure proper operation.The filter cartridge should not be removed unless provision are node to reran solids in the tants that mry,slough diff the tier when remOvad from Its endtm m lf the tier is equipped with an ahkrryL the titer shad be serviced I the alarm is activated continuously.IntormieM tier alarms may indknte surge flows or an ngsnding continuous alerts.The septic tank shall have is cordels removed when the volume of scrap and sludge in We lank exceeds t.3 the liquid volume of the tank.If the contents of me tank are not removed at the time of assessment.maintenance personnel shad advise Me owner Ot when the next service roads to be psrtotmed to maintain less than maximum Salm and sludge accunuletion in the tank. No ode should ender a septic or oibw treatment or holding tank for any me*=witltout being in full compliance with OSHA standards for entering a cord6red space.The allnceptmm within the septic or otter ttealmertt or holding tele[may contain let al gorses.and rescue of a person from the intben*at of the tank may be difficult or impossible. Tank abagooment shot be m accordance with Comm$3.33. Wis.Adtrt.Code when the tank is no longer used as a P.O.W.T.S.component. Dose Clamber Wake that the dose chamber may fill due to flow continuing dung pump malfunction or power outages.One large dose when the power cartes on or when the dump s raptured may cause the mound component to have problems. In this situation.the pump chamber snould be pumped by a licensed pumoer before?ump cycling oeg:r.s or other measures shad be used to dose the mound component with only the proper amount amount of influent.This may Include manual operation of me sumo control until such time the pump chamber has reached its normal'evel. Dose chamoers are to be inspected routneiv and maintained when necessary in accordance with:herr approvals. Soil absorption Component The wit aosoraion component serving this structures are shown n Table Z designed Ip accept domestic wastewater from a:esidentim facility. The limits :t operation :r"us=111POCIPM The'ongevsy of a sad absorption component depends greatly on proper and Limey maintenance.and system use within or below me'imds of reliaacme coeration. Gca: water conservation practices by all occupants and the installation a water conserving plumbing fixtures are key factors in extending the useful life of this comooner.:. The sol absorption component's operation must be assessed by nspeetion at!east once every three years. The itspection shad Include recording The Levels of aras ponding.erosion In should be anon pd and a vnsuW inspection for any evidence of surface seepage or discharge from the component On steeply sloping sides. areas sed a human lit beheath hazard. reported to:he owner:or repair.The surface discharge of domestic wastewater or sewage:rcm Th system.s prohibited ane Traffic around or over the sod absorption component should be avoided particularly during winter months.The compaction or removal of snow.over over Ube component may lead to hydraulic failure by freezing.This type of failures usually temporary, but is difficult or impossible to repair until weather conditions :tfprove. r. general. suit compaction over this component mid reduce diffusion of oxygen into The sod and dispersal cod. which may lead To more mense. and eanfer. organic clogging of the sod. Mamings Of deep-rooted trees and snrubs directly over or wthin 'en feet of the comocnent should be avoided since root intrusion nto he romponert ray :ostmct wastewater flaw Distribution Network Partial piugging of the dsinbutfon network may be delec:ed oy extremely long dosing tsne. The ends of the distribution laterals should ce exposed and:he purrp activated to flusn out any solid material The:quid that :s flushed out of the laterals s to be directed back into the distribution cell or:nro an accectaele^ontart:er. -f necessary. the!aterais can be cleaned.