2007/04/11 - SANITARY - SAN - Other

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Local Health Authority: Burned Co.Zoning (715349-2139 Component Manufacturer(bnk): ug'as CO.Zoning (715)395-1380 Skew Precast (800)924-862 PO9t Co.Zonktg ('715 9279 Weiser Conoste (800}336-341 Washburn Co.Zaning (11568-2666 Lkenguad PUMW%Fiksr Malnterfan A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand&Gravel ( 15)866-4157 Stave's SePRC service (715)a66-419 i Private Onsite Wastewater Treatment System Management Ian This management plan complies with COmm1st83r 4. Wis. dm Code.and the a n Component Onsite Wastewater Systems. The specific component anu I for this P.O.W.T S.is-ate Sal Absorphot Component Manual for Private Sanitary Permit Number. Table m Design Spe0ilkeedoing Numberof Bedrooms: A Septic Tank Capacity(gal): Boo Design Flow-Peak(gpd): 3 0 o Dose Tank Capacity(gal): Estimated Flow-Average Soil Absorption Component Size(Sq. Ft. : 6 t90 g (gpd) d o o Type of Wastewater: Domestic Table 2: Soil Absorption Ill mponem-umlb of Reliable Operation Septic Tank Sal Absorption Design Flow•Peak(gpd) Component Componint Maximum Influent Particle Size(in) Maximum BOD(mg/L) n/a 1B Maximum TSS (mg/L) n/a 220 Maximum FOG nFa 150 n/a 30 Septic Tank Table 3: M Inspect and/or service verynbutancs Schedule Oudot Should inspect once a at idcleanonce every 3 years. Soil Absorption Component Inspect once every 3 ye rs. Contingency Plan:Use alternate site it available or rei nova dis ributi 3n pipe,aggregate or chambers&clogging at.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. The seplb tank shag be maintained b an Individual termed t service Se tic Tank accordance with NR 113, Wis ( P sap nits under s.261.48. Stals. The coolants d the Trenches, Privies,a Portable gegtrooms)Servbi Septic w Holding T its, In 9 Chambers. Grease interceptors, Seepage pis,tank shat be. seopa din Page PMs. Seepage The operating condition d the sepib lank and outlet Iger sha0 ba ass to ensure Proper operation.The Iver cartridge should not be r aimvee es at est Once every 3 years by Inspection. The outlet ar shall be Ueaned as necessary removed from its enclosure. lt the leer isthe M vswos are made to retain sours In tM tank that heicale surge Ito"a an impending continuous Stuart.The s tic tank malllater ails contents removed when the volume d scum Y -mete orf the tear when the Ilguid volume d the lank. If the contents d the tank are not removed the Imo "Simmons,entsoved eche vod I the alarm is activated continuously K1 Sludge leer alarms may service needs to be Performed to maintain lose than maximum scum and sic accumulation h the tank. °9e n the lank exceeds f/J personnel shat ise the owner of when the next No one should enter a septic or other treatment or ho ld a confined$pace.The abnosphere within the n9 lone ora If reason without being in full compliance ge cs WitOSHA standards for emeries $eP�or Cher trs tme or holding look may conbin lethal geese, roaew of a person from the lntwicw of the to fit m Tank aborMonment shah be in accordance with Conan 93. be difficult or impossible. 33, W S.Adm. e wW the tank Is no longer used as a P.O.W.T.S.co eM. Notice that the dose chamhar may hill due to lbw conthu our" Do" Chambx to ad may cause the mound co P 9 pump on or power outages.One large dose when the or other measures shah be used to does the mound rAbbms. In vfth tins sltua .tin pump chamber should One power comes on or when the u such time the Pump chamber has reached its normal omppoi DOSE chamber are t be h Wm°� a licensed neer before u pump is N e pro r amount d influent.This may include manual° ration d the u p cycling begins approvals. inspected routinely and maintained when nese Pump with their Soll A 011P [On The soft absorption TainTable 2.canponenl serving this structure s designed b accept dome b waslewa are shown lm torn a fasidsntlal facility. The limits Of operation of this component The longevity of a sdl absorption component depends greatly on Proper Ih1e le operation. Good water conservation Practices by all occupants and the mslallatio d water nye g Plumbing i and system use ct rs or below the he s ef l INO of The soft absorption W n9 Plumbing fixtures are key factors h extending he useful Wa of compone Pendh obsery rs Operation a must is assessed by ospectiu at Pending. g any. in the observation pleas. and r visual he"net or an 91 Once every three years. The inspection shag inc a recording the levels or areas or erosion shoulo be indenlgbd and reported to the owner I repak. he su of Surface ge d domestic wastewater or sew e considered a human health hazard. y di disseepage or dkchaste from the mrtpen M. tin steeply sloths sites. a9 ih system is prohibited and Traub around or aver the soft absorption component should be a idetl compomuvll may lead to hydraugc failure by freezing.This P6 ulor ewktg winter months.The c gloggin. soil a wit. ibn over This component wig reduce diffusion ox s wtWadbn or removal snow cover over the ar"Wat s the soil. temporary, but a dglbug or impossible to repel un weather conditions improve. In Y9e into soft and dispersal tali. which may bad Io thea tense. and earlier.organic wastewatPlantingser ddeep-fooled Hees and shrubs directly over or within t led d wastewarer Aow Ob enl should be avoided since roof intrusion into s component may obstruct Panial plugging d the distribution network may be detected by ext eDme�lo tru n e activated to"us"Out any wild material. The liquid that is flushed 1 d the eral s to he okecled back into the distribution cog or o an acceptable container. g Y ° g time. The ends a me todistributionhdist biosis should exposed aril the pump necessary, the nerals can be cbaned.