2006/01/16 - SANITARY - SAN - Other

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Local Health Authority: Burnett Co.Zoning (715),3442738 Component Manufacturer(tk): an Douglas CO Zoning (7151395-1380 Skaw Precast (800)9248625 • Polk Cc Zoning (715)085-9279 Weiser Coll (80013355-3416 Washburn Co Zoning (715}068.2660 Licensed rkc S@ rsrl=liter Maintenance: A-1 SepticService ,ce(715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Steve s Septic SN"Vicisi (715)866-4195 Private Onsite Wastewater Treatment System Management Plan Distribution nt This management plan complies with Comm8354, Wis. Adm.C de, and the appropriate SoiilAbsorption Component Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S is: Sanitary Permit Number. Table 1:System Design Specifications Number of Bedrooms: —. Septic Tank Capacity(gal), 16700 Design Flow-PeakDose Tank Capacity(gal): 600 (gPd) y5� Soil Absorption Component Size (Sq Ft.): 6119 Estimated Flow-Average(gpd) 3DD Type of Wastewater: Domestic Table 2: Soil Absorption Component-Unlike of Reliable Operation Septic Tank Sod Absorption Design Flow-Peak (god) omninent Qomponent Maximum Influent Particle Size (in) Maximum BOO(mg/L) n/a its Maximum TSS (mg/L) We 220 Maximum FOG nM 150 n/a 30 Ta Septic Tank Inspect and/or sery ce e3: Maintenay 3 nce Schadude 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 aggregate or chambers&C-33 fine aggregate. distribution pope, The seprk lank Shah be maintained Add by an individual ce Pho b service SO Septic rraanks under its. 281.48 Stals. The contents d the septic lank shag be disposed accordance with NR portable Wh Adm.on,$) ervming Saplk:or Holding Tanks. Pumping Chambers. Grease Interceptors, Seepage Beds. Sae Trenches, Privies, p Ponaoh Reprooms). Posed a in page Pds. Seepage The Operating condition of Ins Septic tank and outlet Icer shag be assessed at hap pk:6 every 3 years by nspectbn The Outlet raw shah be cleaned as necessary to ensure Proper operation. The filer cartridge should nil be removed unless Provisions are made to retain sours in the lank Incl May removed from its enclosure. g the leer is egujpped with an alarm. the Iver Shell be serviced d the alarm s activated continuously Intermittent leer alarms may odicale surge flows p an int Y slough off loo liter when pending whits of t alarm. The aeric tank snap have ds contents removed when the volume W scum and sludge n the lank exceeds 1;3 the "n volume of the tank.d 10 contents s Ina Tank are not remoScum and the e a d assessment malnlenance personnel shall advise the owner of when Ina nest SON"needs to be penormed to mamtaln less than maxmum scum and sledge accumuhlbn 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 FOWLM of a person from the nk may be icult or Tank abondonment shag be in accordance with COMM 83.33.interior WisS.dm.�Code when The taank is no rbngerrused as a P.O.W.T.S.co mponent. Notice that the dose chamber may IN due 10 flow continuity during DPN Chamber repaired may cause Ina mound cont 9 9 pump malfunction Or power outages. One large dose when the Power comes on or when the u re other measures shad be used o poosg the have Pcobwns It his situation. the pump chamber Should be pumped by a licensed pump Is or ofSuch time the Pump chamber has reached its normal heel. Dose chambers a pe Iper amount of Influent The nay include manual Operation Pumper before pump cycmg begins approvals. inspected routbey and maintamed when necssaryin accordance f the cwith theirnun The SOI absorption component serving this structure a desgned bSoil Abdorrue�wComponent are shown b Table 2. p a it"wer from a residential facility. The kinds Of operation of the component The longevity of a soil absorption component depends greatly on proper and Ikney maintenance. and system use within or below the thus Of reliable operation Good water conservation practices by all occupants and the instaWtbn of water conserving plumbing fixtures are key facto's in extending The useful life of this component. The soil absorption mrtponent's operation must be assessed by ns ponding, d any. in the observation Pipes. and a visual los Tion a cask puce every Mage years. The iefrom jhe soma onent recording the levels of areas er erosion would It mazard.d and reported to the ow ternlor raper 7ne ud dof bcf�ia�g�W�pr slit waslewaier a mPIron On � N sloping sires areas 01ed a human health be naiad. SewageSystem a prohibited and Traffic around or over the sod absorption component should be avoided Particularly doing winter Months. The compaction or removal of snow cover over the component nay lead to hydraukc failure by freezing. The type of failure a usually temporary, buts difficult or irtpossibie to repair until weather conditions reprove. In Cene 9 olllihe yplaction over the component will reduce diffusion of oxygen No the son ane dePersal cell. which may lead 10 more niense. and earlier. organic Plantings Of deep-fooled trees and shrubs directly over Or within ten teal Of the component should be avoided since root intrusion into the co wastewater Awv component may Obstruct Dis bution twork Penial digging d the distribution neMork may be detected by extremely t long dosing tknee The ends d the distribution laterals should be ex acwaled to flush out any sold matenal. The Iqub that is flushed Out of the Laterals Is Io be directed back into the distribution cell or into an acceptable container II necessary, the laterals can be cleaned. Posed and me pump