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2002/03/01 - SANITARY - SAN - Other
Burnett-County
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TOWN OF JACKSON
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8850
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2002/03/01 - SANITARY - SAN - Other
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Last modified
3/5/2020 11:03:55 PM
Creation date
10/3/2017 6:09:07 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/1/2002
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
8850
Pin Number
07-012-2-40-15-23-5 15-795-018000
Legacy Pin
012977501800
Municipality
TOWN OF JACKSON
Owner Name
BRUCE & ANITA KEPHART
Property Address
3974 VIKING CIR
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufacturor(tank): <br /> Bumelt Co.Zoning (715)349-2138 Skaw Pre-cast (800)9248625 <br /> Douglas Co.Zoning (715)395-1380 Weiser Concete (800)3363416 <br /> Polk Co.Zoning (715)485-9279 <br /> Washburn Co.Zoning (715)468-2666 Licensed Pumpem+llter Maintenance: <br /> A-1 Septic Service (715)656-7007 <br /> Chapman's Septic Service (715)656-7113 <br /> Steve's Septic Service (715)866-4195 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 <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): <br /> Number of Bedrooms: Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd): Soil Absorption Component Size(Sq. Ft J: <br /> Estimated Flow-Average(gpd): Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a 1/8 <br /> Maximum BOD (mg/L) n/a 220 <br /> Maximum TSS (mg/L) n/a 150 <br /> Maximum FOG n/a 30 <br /> Table 3: Maintenance 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 if 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 Individual certified to service septi:tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in <br /> accordance with NR 113, Wis.Adm.Code(Servicing Septi:or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits. Seepage <br /> Trenches. Privies, or Portable Restrooms). <br /> The operating condition of the septi:tank and outlet filter shag be assessed at least once every 3 years by inspection.The outlet filter shall 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 Its enclosure. it the filter is equipped with an alarm.the fitter shall be serviced it the alarm is activated continuously. Intermittent filter 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 shall advise the owner of when the next <br /> service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. <br /> 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 <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 abandonment shag be in accordance with Comm 83.33, Wis.Adm.Code when the lank 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 shag 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 sol 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 sol 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. It any, in the observation pipes,and a visual inspection for any evidence of surface seepage or discharge from the component.On steeply sloping sites. <br /> areas of erosion should be indentlied and reported to the owner for repair.The surface discharge of domestic wastewater or sewage from in system is prohibited and <br /> considered a human health hazard. <br /> Traffic around or over the soil 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, sol compaction over this component will reduce diffusion of oxygen into the sol and dispersal cell, 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 since root intrusion into the component may obstruct <br /> wastewater flaw <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 fkish out any solid material. The liquid that is flushed out of the laterals is to be directed back into the distribution cel or into an acceptable container. l <br /> necessary, the laterals can be cleaned. <br />
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