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2004/07/13 - SANITARY - SAN - Other
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TOWN OF JACKSON
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6264
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2004/07/13 - SANITARY - SAN - Other
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Last modified
3/5/2020 10:29:40 PM
Creation date
10/1/2017 3:30:59 PM
Metadata
Fields
Template:
Property Files v2
Document Date
7/13/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
6264
Pin Number
07-012-2-40-15-07-5 15-135-011000
Legacy Pin
012910101100
Municipality
TOWN OF JACKSON
Owner Name
WILLIAM & BESSIE KOSTECKI 2010 REV JT TRUST AGREEMENT
Property Address
28905 SEIBEN RD
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufactu tank <br /> Burnet Co.Zoning (715049.2138 Skaw Pre-cast 800 9 ) <br /> Douglas Co.Zoning (715)395-1380 ( )8248625 <br /> Polk Co.Zoning (715)485-9279 Weiser Compete (800)3363416 <br /> Washburn Co.Zoning (715)468-2666 Licensed Pum <br /> pers/Faler Maintenance: <br /> Chapman Service (715)656-7007 <br /> Septic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Steve's Septic Service (715)866.4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <br /> boorption Component <br /> This management plan complies with Comm 83 4, Wis. Sdm.Cod ,and the appropriate Soil Absorption Component Manual for Private <br /> Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: <br /> Table 1:System Design 8pecincatlone <br /> Sanitary Permit Number. Septic Tank Capacity(gal): Pvv <br /> Number of Bedrooms: .l Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd):-�00 Soil Absorption Component potent Size(Sq. Ft.): y 3V <br /> Estimated Flow-Average(gpd):j,00 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Sol Absorption <br /> Componett Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a 1m <br /> Maximum BOD(mgA-) n/a 220 <br /> Maximum TSS(mgA-) <br /> Maximum FOG n/Wea 0 <br /> 15S <br /> Septic Tank n/a 30 <br /> Table 3: Matntemance Schedule <br /> Outlet Inspect and/or service every 3 years. <br /> once a ear <br /> Soil Absorption Component nspecttonShouldnsce a ery 3 years.and clean once every 3 years. <br /> Contingency Plan:Use alternate site f available or remove distribution pipe,aggregate or chambers$clogging mat..Replace distribution pipe, <br /> aggregate or chambers 3 C-33 fine aggregate. <br /> The se Septic Tank <br /> ptic tank shall be maintained Dyy an individual certified to service septic tanks under s.281.48, Stals. The contents of the septic tank shall be disposed of in <br /> accordance with NR 113. Wis.Adm.Code(Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors. Seepage Beds, Seepage Plts. Seepage <br /> Trenches, Privies, or Portable Restrtwrtts). <br /> The operating condltbn d the septic lank and outlet Inter shat be assessed at loss*once every 3 years DY nspectbn. The outlet fear spall be cleaned as necessary <br /> to ensure proper operation. The Iltlar cartridge should nit be removed unless provisions are made to retain soltds In the tank Thal may slough dl the fifer when <br /> removed bpm lts enclosure. t the fMet is equpped wlth an alarm. the tsar shah be serviced Y the alarm a adtvared continuous). Interminenl ifltar alarrre may <br /> ndiCale surge lbws a an impending continuous alarm.The septic tank shall have its contents removed when Ina volume d scum and sludge n the tank exceeds 1 r3 <br /> the liquid volume al the tank. If the contents of the tank are rat removed at the time d assessment, makitenance personnel shay advise the owner of when the next <br /> service needs to be pertormis to mantain less than maximum scum arW sledge accumulatio n the tank. <br /> No one should enter a septic or other treatment or holding tank for arty reason without being in fug compliance with OSHA standards for entering <br /> a confined space.The atmosphere within the septic or other treatment or holding tank may contain lethal gases,and rwsous of a person from the <br /> interior of the tank may be diffk:ult or impossible. <br /> Tank abondonment 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.component. <br /> Notice that the dose chamber may IN due to flow continuingduras Does Chamber <br /> g pump mallunctbn or power outages.One large dose when the power comes on or when the pump is <br /> repaired may cause the mound component to have problems. In this situation,the pump chamber should be pumped by a licensed pumper before pump cycling begins <br /> or other measures$half be used to dose the mound component with only the proper amount of influent.This may include manual operation of the pump controls until <br /> such lime the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and maintained when necessary in accordance with their <br /> approvals. <br /> Soil Absorption Component <br /> The soil absorption component serving this structure s designed b m <br /> are shown in Table 2. sept domestic wastewater from a resitlentW facility. The Amts of operation of this component <br /> The longevity of a soil absorption component depends greatly on proper and timet'maintenance,and system use within or below the limits of reliable operation. Good <br /> water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful We of operation. <br /> this component. <br /> The soil absorption components Operraation must a visual e �� by inspection at least once every three years. The inspection shay include recording the levels ct <br /> ponding, f any. n the observationinspection for any evidence of surface seepage or discharge from the co <br /> areas of erosion should be ndentified and reponed to the owner for repair. The surface discharge of domestic wasteewal or sew a from hn steeply sloping sites. <br /> considered a human health hazard. ag system 4 prohibited and <br /> Traffic around or over the sol absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the <br /> component may lead to hydraulic failure by freezing. This type of failure is usually temporary,but is difficult or impossible to repair until weather conditions improve. In <br /> general• soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell. which may lead to more intense,and earlier. organic <br /> clogging of the soil. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct <br /> wastewater tow <br /> plugging Distribution Network <br /> Partial in of the distribution network may be detected by extremely tang dosing time. The ends of the distribution laterals should be exposed and <br /> activated to flush out any solid material. The liquid that is flushed out of the laterals s to be directed back into the the pump <br /> dislributbn ceN or into an acceptable container. If <br /> necessary the laterals can be cleaned. <br />
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