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2006/08/15 - SANITARY - SAN - Other
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TOWN OF SWISS
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21954
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2006/08/15 - SANITARY - SAN - Other
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Last modified
3/6/2020 1:10:20 PM
Creation date
10/4/2017 1:18:09 AM
Metadata
Fields
Template:
Property Files v2
Document Date
8/15/2006
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
21954
Pin Number
07-032-2-41-16-23-2 01-000-019000
Legacy Pin
032532302200
Municipality
TOWN OF SWISS
Owner Name
MATTHEW K HILL
Property Address
30764 STATE RD 35 77
City
DANBURY
State
WI
Zip
54830
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Local Hoalth Authority; <br /> )349.2138 Component Manufaebrrer( <br /> Bumas Co.Zoning (715 -86 <br /> Douglas Co.Zoning (715)3957380 Skaw Pre-cast (BOp4(800)924-8625 <br /> Polk Co.Zoning (715)44&9279 Weiser Concete (800)3363416 <br /> Washburn Co.Zoning (715)46&2666 <br /> Licensed PumpwsrFYter Malnbfwree: <br /> A-1 Septic Service (715)656-7007 <br /> Cha <br /> pman's Septic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Stows Septic Service (715)866-4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <br /> 54,WIS,dm.Code,and Ute appropriate nri <br /> mponent <br /> This management plan complies with COMM83Sal Absorption sorption Component Manual for Private <br /> Onsite Wastewater Systems. The specific Component manual for this P.O.W.T.S. is: <br /> Table 1:Sysbm Design Speclfleations <br /> Sanitary Permit Number. Septic Tank Capacity(gal): /000 , <br /> Number of Bedrooms: 3 Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd): G/SO Soil Absorption Component Size(Sq. Ft.): 9/-/8 <br /> Estimated Flow-Average(gpd):-00 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Umib of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) nh 1ne <br /> Maximum BOD(mg/L) n/a 220 <br /> Maximum TSS(mg/L) n/a 150 <br /> Maximum FOG n/a 30 <br /> Table a: kalntanee ScheduleSe tic Tank Inspect and/or <br /> 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:the 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 shay be maintained by an individual celdd to service sePtb tanks under S. 281.48, stats. The contents of the mpllo tank shat be disposed d in <br /> accordance with NR 113. WIS.Adm Code(Servicbg Septic W Holding Tanks. Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pis.Seepage <br /> Trenches. Privies,or Portable Reslrooms). <br /> The Oparamg condition at the septic lank and odgt Iger shat be assessed at bast once every 3 years by inspection.The outlet fast shall be cleaned as necessary <br /> to ensure <br /> IIXOPW Operaenclowre.The lifter <br /> theca fridge should not be removed unless provisions are made to retain solids in the tank that may slough off me Inter when <br /> equipped with an aWm.the Iger shall be serviced Y the alarm is activated conllnuously. Intrmners Inter alums may <br /> indicate surge lbws of an impending continuous alarm.The septic tank snail have its contents removed when the volume of scum and sludge in the tank exceeds 113 <br /> the liquid vokume of the tank. If the contents of the tank are W removed at the Ilme ofassessment, maintenance personnel shall advise the Owner of when the next <br /> service needs to be Performed to maintain less than mn <br /> anum scum and sludge accumulation in the tank <br /> No one should enter a septic or other treatarent 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 shay be in aCCOManlce 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 III due to lbw continuingduring Does Clamber <br /> repaired may cause the mound co g pump malfunction or power outages.One large dose when me Power comes on of when the pump is <br /> re olhw measures shay be used tom one the have problems. In the situation,me pump chamber should be pumped by a Ibensed pumper before Pump cycling begins <br /> such time the u vel. Dol with only me proper amount of influent.This may include manual operatuon o/the pump conirole until <br /> pump chamber has reamed its normal level Dose chambers are to be inspected routinely and maintained when necessary in accordance with thew <br /> approvals. <br /> The son absar lion Soil Absorptkm Component <br /> P Conllponant serving this structure is designed to accept domestic wastewater from a resldentei facility. The Bmits of operation of this component <br /> are shown in Table 2. <br /> The longevity of a soil absorption component depends greatly on proper and Iknery maintenance,and system use within of below the YnrYs 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 life of this component. <br /> Thosod�rpik me MPOrearbnoperation m s visual assessed �inspection al lost Once every three years. The i 3W ion sial include recording the levels of <br /> g. Y aspectbn dor any evidence of surface seepage Or dischargefrom the m <br /> WOW of WOVIXI should be indentilled and reported to the owner for rapes. The surface discharge d domestic wastwater or sere It=in stem iSloping <br /> lowh bited and <br /> considered a human health hazard- <br /> Trafficsewage System around or over the soil absorption component should be avoided particularly during winter months.The compaction or removal OI snow cover over the <br /> component nay lead to hydraulic Mane by freezing. This type of failure is usually tenpofary,but 6 dif icull w impossible to repay until weather conditions improve. In <br /> Clogging l. d the soumoactbn over this component will reduce diffusion of oxygen into the sol and dispersal cell, which may lead to more intense, and earbr. organic <br /> Plantings of deep-rooted trees and shrubs directly over w within ten feet of the component should be avoided since roof intrusion into the component may obstruct <br /> Wastewater bow <br /> Partial Distribution Network <br /> Pe <br /> Plugging d 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 solid material. The liquid that is flushed out of the laterals a to be directed back into the distribution cel or into an acceptable container. If <br /> nar:essarY. the btwals can be cleaned. <br /> _.:si <br />
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