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2005/05/10 - SANITARY - SAN - Other
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2005/05/10 - SANITARY - SAN - Other
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Entry Properties
Last modified
1/27/2024 12:04:44 AM
Creation date
9/29/2017 10:53:46 PM
Metadata
Fields
Template:
Property Files v2
Document Date
5/10/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
5107
36670
36671
Pin Number
07-012-2-40-15-07-5 05-006-013000
07-012-2-40-15-07-5 05-006-012100
07-012-2-40-15-07-5 05-006-013200
Legacy Pin
012420707100
Municipality
TOWN OF JACKSON
TOWN OF JACKSON
TOWN OF JACKSON
Owner Name
ALLEN D RAND
ALLEN D RAND
ALLEN D RAND
Property Address
29077 SWEGER RD
29091 SWEGER RD
29077 SWEGER RD
City
DANBURY
DANBURY
DANBURY
State
WI
WI
WI
Zip
54830
54830
54830
Previous Owners
ALLEN D RAND
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• Local Health Authority; <br /> Bumelt Co.Zoning (715)349-2138 Component Manufactuer(tank): <br /> Douglas Co.Zoning (715)395-1380 Skaw Pre-cast (800)924.8625 <br /> Polk Co.Zoning (715)4859279 Weiser Concete (800)336-3416 <br /> Washbum Co Zoning (715)158-2666 <br /> Licensed PumpeniF7tter Maintenance: <br /> A-1 Septic Service (715)656-71107 <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 011141911 <br /> s1911 Specifications <br /> Sanitary Permit Number. Septic Tank Capacity P a try(gal): -4v 0 <br /> Number of Bedrooms: <br /> Dose Tank Capacity(gal): so° <br /> Design Flow-Peak(gpd): 300 Soil Absorption Component Size(Sq. Ft.): 640 <br /> Estimated Flow-Average(gpd):J•0 o Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Soil Absorption <br /> om nent otnanent <br /> Design Flow-Peak(god) <br /> Maximum Influent Panicle Size (in) <br /> Maximum BOD(mgA-) n/a 1B <br /> Maximum TSS (mgrL) nfa 220 <br /> Maximum FOG n/a 150 <br /> nil 30 <br /> Septic Tank Inspect and/or sery ce le <br /> May years. <br /> Schedule <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 d available or remove distribution pipe,aggregate or chambers&clogging mat.. Replace distribution pipe, <br /> aggregate or chambers&C-33 fine aggregate. <br /> The Sepik tank shah be maintained by an individual cenNled to service septi;tatic nks ti <br /> an s under s. 281.48. Slats. The tonings of the scone tank shag be disposed of in <br /> accordance with NR 113. Ws. Adm.Code(Servicing Sepik;or Holding Tanks, Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pits. Seepage <br /> Tfencnes, Privies. or Portable Restrooms). <br /> The operating condition of the septi;tank and outlet leer shag be assessed at bast once every 3 years by inspection. The outlet filer shall be cleaned as necessary <br /> to ensure proper operation. The filter 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 enor an closure. g the Icer is equipped with an alarm. the filer shall be serviced g the alarm is activated continuously. Intermittent leer alarms may <br /> the liquid surge <br /> tame of the Tank.impending <br /> the contntsuous alarm.of the lank are not removed aseptic tank shall <br /> thealme of assessment imam enmoved ance pethe rsonnelshagof <br /> advise the owner of when the next <br /> SON"needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. sludge scum and in the tank exceeds 13 <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 cordined 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 dNfbut or impossible. <br /> Tank abondonmenl shag be in accordance with Comm 91.33, Wis. Adm.Code when the tank is no longer used as a P.O.W.T_S.component. <br /> Notice that the dose chamber nay fa due to lbw continuin Burin Does Chamber <br /> 9 t pump malfunction the P a power outages.One large dose when me power comes on or when the pump is <br /> or other may cause the be Used mune comdose ponent to have problems. In the nent with my t e the pump amount <br /> of int should be pumped by a licensed pumper before pump cycling begins <br /> suchltime measures <br /> pump cnlamber has reachedt/s normalund clevlel Dose chambtyers are tobehaunt of influent. This may include manual operation Of the Pump controls until <br /> approvals. spatted routinely and maintained when necessary in accordance with their <br /> il <br /> nent <br /> The sod absorption component serving this structure s designed 10 ac accept Absorption <br /> doomeestilk wastewater from a residential facility. The limits of operation of this component <br /> are shown in Table 2. <br /> The <br /> of a soil <br /> tion <br /> mponent <br /> ori <br /> oorvcpodepends Wproper <br /> ig pteranCe. and s stem Use within rbelow the e sfonwaercnsalbn praicesby all occupantsand the greatly <br /> water conserving fixtures key factors nexf dg the useful We of lthiicomponet <br /> The sol absorption components operation must be assessed by inspection at least once every three years. The inspection shag include recording the levels of <br /> ponding, g any. in the observation pipes. and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sties. <br /> areas of erosion should be indentdled and reported to the owner for repair. The surface discharge of domestic waslewaler or sewage from Ih system is prohibited and <br /> considered a human health hazard. <br /> Trask:around or over the sod 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 s ddficuN or impossible to repair until weather conditions improve. In <br /> general, sod compaction over ns component will reduce diffusion of oxygen into the sod and dispersal cell. when may lead to more inlnse, and earlier. organic <br /> clogging Of the sod. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten teat of the component should be avoided since root intrusion into the component may obstruct <br /> wastewater hwv <br /> Penial Distribution Network <br /> plugging of the distribution network may be defected by extremely long dosing lime. The ends o the distribution laterals should be exposed <br /> activaed fo Ilush out any solid material. The liquid that s lkistled out o the laterals a 10 be directed back into the distribution cell or into an acceptablei Container If <br /> necessary. the laterals can be cleaned <br />
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