2007/05/17 - SANITARY - SAN - Other

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I Local Hmlth Authority; Component NanufacW k Douglas Co.Zones (7159432138 Component Do lag (71 5 995 7 3110 Straw Pre-cast (80 Pok CO.Zon1' (715)49279 Weiser Concete (SOON 341 Washburn Co.7n1)i85. ng (715)168.2666 LICOn"d P pvice (715 Ultimatum m: 65&7 A•1 SesS ptic Se (715)656.7007 Chapman's Septic Service (715)656-7 13 Installer: Hopkins Sand&Gravel (715)866-4157 Staves Sepac Swvece (715)866-41 Private Onsite Wastewater Treatment System Management Plan Distribution Absorption Component This management plan complies with COMM 83.54.Wis.dm.Code,and the appropriate Onsite Wastewater Systems. The specific component manual for this P.O.W..ornate Soil Absorpti Component Manual for Private Table 1:Syskam onalgn Specifications Sanitary Permit Number: Septic Tank Capacity(gal): /S'SO Nuri berof Bedrooms. yo o Dose Tank Capacity(gal): Design Flow-Peak(gpd): 6 Soil Absorption Component Size(S ): ! ooEstimated Flow-Average(gpd): Type of Wastewater: Domestic Table 2: Soil Absorption ComponOW-Llmhe of Reliable Operation a Septic Tank Sol Absorption Component Componen Design Flow-Peak(gpd) Maximum Influent Panicle Size(in) Maximum 800(mg/L) rue 1/8 Maximum TSS(mg/L) rue 220 Maximum FOG 150nit 30 Septic TankTable 3: MWntmance Schedu Outlet Inspect le and%or service every 3 years. Sol Absor tion Com onent Should inspect once a year and clean once every 3 years. P P Inspect once every 3 years. Contingency Man:the alternate site if available or remove distribution pipe,aggregate or chambers&cloggin mat..Replace distribution pipe. aggregate or chambers&C-33 fine aggregate. The saptc ink shat be mantanadby aroan IndividualIndividualcnpbd to Service Septic ttaanks under a.281.49. Stas. The convents of th "Pilo tank shat be disposed of n xcorde(oe with NR 113. Wb.Adm.Code(Servkkg Septic or Holding Tanks. Pumpkg interceptors. Seepag Chambers. Grease IBeds. See Trench". Privies,a Pomnb Restrc ). Page Pits. Seepage to a eaiklg wndlbn of the Septic tank and oulbl tear shat be assessed al bast once every 3 years by nspeclbn.The Itis shall be cleaned as necessary proper operation.The mer r is equdgeipped should t a be removed unless provision are made b)warn wilds in IM Wk that may tough a11 the few when removed O is whciosur impending p enIger s equipped with n alarm the fear shat be Serviced p the alarm s activated confinuou . Intermgwd few alarms may nalCare verge lbws h n hc continuous alarm.The septic lank shall have its contents removed when the volume of s and sir Ma liquid vita b the Ink. d the somans i the ink are nit removed at Me time ef aessssmem maintenance digs n the trek exceeds )rJ service mesas b be performed to maintain less than maximum Scum and sludge accumulation kr the lank personnel shay advse me owner of when the maxi No a am should enter a septic or other trestment or holding tank for any reason without being M ful comPNancs th OSHA standards for entering pace.The atmosphere within the septic or other&04"ord or holding lank may contain letlhal gases and rescue of a person from the Interior d the tank may be dlMicult or impossible. Tam abondonmenv 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. Illponnl. Notice that the dose chamber Doss Chamber repaired may cause tis tuber ff co Ig due to now continuing during pump malfunction a power outages.One large dose when tare Power comes on or when the u is Or olhw measures Shat nd used nom ote the ponent to have pblems. In the situation.the pump chamber should be pumped by a keen pumper before pump cycling begins such time the u component with ony me proper amount of influent. This may include manual pendion of the pump conbos until approvals. Pump chamber has reached its normal level Dose chambers are to be inspected routinely and Maintained when ssary n accordance with In" The toil absorption Soil Absorption Component Me shown h Table 2r omnv serving this structure s designed to accept domewio wastewater from a residnlad facility. The Ar VIS a operation at the component The longevity,of a sal absorption component depends greatly on proper and aney maintenance,and system use within or below the Minks 01 reliable water conservation practices by all occupants and the installation a water conserving operation. Good rig plumbing fibures are key tactors kit eaten 9 Na useful ga Of this Component. The soil absorption componnrS opereton must be assessed by inspection at bag once every Was years. The InsPeann Shat inckide recording the loves of pondng, r any. in 1116 observation pipes.and a visual inspection for any evidence of Surface seepage or discharge from the comf offend. On steeply areas a erosion Should be indanlpbd and reported to rhe owner to repair.The surface dischargeams;doeswastewater a sew a Iron th"em its prohibited and considered a human beallh hazard. Traffic around or over the sok absorption component should be avoided particularly dung winter months.The compaction or ramp al Of snow cover Over the mponant may lead to hydraulic fadure by freezing.This type of failure is usually lemporary,but is d'itrbuk w impossible to repass until weather conditions ga 9enera4 sok compaction over this camponemm will reduce diffusion of oxygen into the sok and dispersal cele, which may bad to a ntnse. and earlier.organr cue. In egging of the wif. Plantings Of deep-mored trees and shrubs directly over or within ten lest of the component should be avoided aahCe root kdrusbn Ito the component may pberrua wastewater how Portal Distribution Network aaivateddu 10gfl11 out my Solid netwo)Three liquid be that s flutected shed lad a the�Islandddosing 6110 bed eThe dea o rk nbhe nthedistribution l r into n ac acceptable Wnlainer. 0 necessary. the laterals can be cleaned.