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2002/01/25 - SANITARY - SAN - Other
Burnett-County
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TOWN OF JACKSON
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8710
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2002/01/25 - SANITARY - SAN - Other
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Last modified
3/5/2020 11:02:21 PM
Creation date
9/29/2017 4:39:02 PM
Metadata
Fields
Template:
Property Files v2
Document Date
1/25/2002
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
8710
Pin Number
07-012-2-40-15-12-5 15-750-069000
Legacy Pin
012972507000
Municipality
TOWN OF JACKSON
Owner Name
MARY E ALBING TIMOTHY J STRAND
Property Address
29153 TREASURE ISLAND TRAILWAY
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufacture tank <br /> Bymet Co.Zoning (715);148.2138 Skew Pre-cat (800)924-e z5 <br /> P �CC�000.�.uuZnno��niin(n�g5 15)395-1380 weiserConcete (800PW-3416 <br /> Washburn Co.Zon 9279 <br /> ing (715)488-2866 Licensed Pumpers)Filter Mainlimance: <br /> A-1 Septic Service (715)656.7007 <br /> Chapman's 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 System Absorption Component <br /> This management plan complies with Comm 83.54,Wis.Adm.Code,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 Specifications <br /> Sanitary Permit Number: Septic Tank Capacity(gal):zhn <br /> Numberof Bedrooms: 2 Dose Tank Capacity(gal): Al* <br /> Design Flow-Peak(gpd): Soil Absorption Component Size(Sq.Ft.):02— <br /> Estimated Flow-Average(gpd):ZQV Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Sod Absorption <br /> Comoonent Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a 1/8 <br /> Maximum SOD (mg/L) n/a 220 <br /> Maximum TSS(mg/L) n/a 150 <br /> Maximum FOG n/a 30 <br /> Table 3: Maintsrtance Schedule <br /> Septic Tank Inspect and/or service every 3 years. <br /> Outlet Should inspect once a year and clean once every 3 years. <br /> Soil Absorption Component Inspect once every 3 years. <br /> Contingency Plan:Use alternate site l available or remove distribution pipe,aggregate or chambers&clogging mat..Replace distribution pipe, <br /> aggregate or chambers&C-33 fine aggregate. <br /> Septic Tank <br /> The septic tank shall be maintained by an inddvldual candied to service septi:tanks under s.281.48, Stats. The contents of the septic tank shall be disposed of in <br /> accordance with NR 113, WIS.Adm.Code(Servlodng Septi:or Holding Tanks, Pumping Chambers, Grease Interceptors,Seepage Beds, Seepage PAs, Seepage <br /> Trenches, Privies,or Portable Restrooms). <br /> The operating condition of the septi:tank and outlet filter shall be assessed at least mice every 3 years by inspection.The outlet filter shelf be cleaned as necessary <br /> to ensure proper operation.The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when <br /> removed from As enclosure. If the faer is equipped with an alarm,the faer shall be serviced d the alarm is activated continuously. Intermittent fitter alarms may <br /> indicate surge flows or an impending continuous alarm.The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 <br /> the liquid volume of the tank.If the contents of the tank are not removed at the time of assessment, maintenance personnel shat advise the owner of when the next <br /> service needs to be performed to maintain dens than maximum scum and sludge accumulation in the tank. <br /> No one should enter a septic or other treatment or holding tank for any mason without being in full 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 rescue of a person from the <br /> Interior of the tank may be difficult 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 /> Dose Chamber <br /> Notice that the dose chamber may fill due to flow continuing during pump malfunction 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 shall 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 time 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 is designed to accept domestic wastewater from a residential facility.The limits of operation of this component <br /> are shown in Table 2. <br /> The longevity of a soil absorption component depends greatly on proper and timely 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 Ile of this component. <br /> The sal absorption component's operation must be assessed by inspection at least once every three years.The inspection shall include recording the levels of <br /> ponding, A any, in the observation pipes,and a visual Inspection for any evidence of surface Seepage or discharge from the component.On steeply sloping SASS, <br /> areas of erosion should be indentifled and reported to the owner for repair.The surface discharge of domestic:wastewater or sewage from th system is prohibited and <br /> considered a human health hazard. <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 compactionto hydraulic failure by freezing.This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In <br /> 9 over this component will reduce di-fusion of oxygen into the soil and dispersal cel, which may lead to more intense, and earlier, organic; <br /> clogging of the sol. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided sloe root intrusion into the component may obstruct <br /> wastewater haw. <br /> Distribution Network <br /> Partial plugging of the distribution network may be detected by extremely long dosing time. The ends of the distribution laterals should be exposed and the pump <br /> activated to flush out any sold material. The liquid that is flushed out of the laterals is to be directed back into the distribution cell or into an acceptable container. If <br /> necessary. the laterals can be cleaned. <br /> a <br />
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