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2005/03/31 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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14425
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2005/03/31 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:14:50 AM
Creation date
10/4/2017 10:56:14 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/31/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14425
Pin Number
07-020-2-40-16-20-5 15-421-027000
Legacy Pin
020917102700
Municipality
TOWN OF OAKLAND
Owner Name
DAVID C & CLEO M JANISH
Property Address
7680 COUNTY RD U
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufactu <br /> Bumet Co.Zoning (715049-2138 Skaw Prr o rer(tank): <br /> Douglas Co.Zoning (715)395-1380 Pro-cast (&)0)924-8625 <br /> Polk Co.Inning (715)485-9279 Weiser Concete (800)3363416 <br /> Washburn Co.Zoning (715)468-2666 <br /> Licensed PumpersiFilter Maintenance: <br /> A-1 Septic Sefvne (715)656-7007 <br /> Chapman'sSepbcSwAce (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 ScevesSeptic Service (715)866-4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <br /> Absorption This management plan complies with Comm 83.54, Wis.. dthe Code,and 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:SYsdm Design Specifications <br /> Sanitary Permit Number. Septic Tank Capacity(gal):/000 <br /> Number of Bedrooms: 3 Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd): //GO Soil Absorption Component Size(Sq. Ft.): 6717 <br /> Estimated Flow-Average(gpd): 300 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Sol Absorption <br /> Component Qomponen <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a i's <br /> Maximum BOD(mg/L) nh 220 <br /> Maximum TSS(mg/L) 150 <br /> n/n/a <br /> Maximum FOG 30 <br /> Septic Tank Table 3: Maifmrtwwa Schedule <br /> Outlet Inspect and/or service every 3 years. <br /> 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 <br /> The septic tank sham be maintained by an individual certmled o service Septic tanks under. 291.48. Slats. The contents of the septic tank shall be des <br /> accordance with NR 113, Wis, Adm.Code(Servlcing Septic or Holding Tnks, Pumping Chambers. Grease Interco See Posed of n <br /> Trenches. Privies, a m <br /> Portable Restroos). P tors, page Beds. Seepage Pits. Seepage <br /> The operating condition of the septic tnk 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 filler cartridge should not be removed unless provisions are made to retain solids In the lank that may slough ori le fitter when <br /> removed from its enclosure. 9 the filer is equipped with n alarm, the tiler shall be serviced g the alarm is activated continuously, intermittent fMer alarms may <br /> indicate surge lbws or n impending continuous alarm.The septic tank shall have As contents removed when the volume d scum and sludge in the tank exceeds 1/3 <br /> the liquid volume of the tank. If the contents of the tank NO not removed at to time of assessment, maintenance personnel shag advise the owner of when the next <br /> service needs to be performed to maintain less than maximum scum and sludge Accumulation in le lank. <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 abondonmenl sham 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 /> Does Chamber <br /> Notice that the dose chamber may fill due to lbw continuing durm g Pump malfunctkm 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 <br /> Of other measures sham be used to dose the mound component with on the proper pumped by a incensed pumper before pump cycling begins <br /> such time to pump chamber has reached its normal level. Dose chambyers are to be o�spected�rloutney nd maintaaiilned hen necessaryoperation <br /> in ccorof the ds an with their approvals. <br /> il <br /> Com <br /> nt <br /> The sod absorption component serving this structure s designed t Sacceptt Absorption <br /> waastewatere from a residenllal facmiry. The Iimds of operation of Ibis component <br /> are shown in Table 2. <br /> The longevity of a soil absorption component depends greatly on proper and IIntey 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 liMures are key tactors in extending the useful IAe of this component. <br /> he sod <br /> Tponding, Abe absorption <br /> loo pponenrsn operation <br /> and a suet assessed <br /> seed b for an tion al�ar once every three years. The inspection shag Include recording the levels of <br /> y evidence of surface s or from the <br /> areas of erosion should be Indentilied and reported to the owner for repair. The surface discharge de domestic wastewater or sewage from On steepN SioPIn9 sites. <br /> considered a human health hazard. ag system IS prohibited and <br /> Traffic around or over the soil absorption component should be avoided particulary during winter months, The compaction or removal of snow cover over the <br /> component may lead to hydraulic failure by treezng. This Type or 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, arta earlier. organic <br /> clogging of the soil. <br /> Pla <br /> waste lis of deep-rooted trees and Shrubs directly over or within ten feel d he cortponent should be avoided since root intrusion into the component may obstruct <br /> wastewater r lbw <br /> Periled Distribution Network <br /> activated to9lUsn out anylsolidf distribution <br /> al.T e liquid s flumay be delected shed out off the Latelong rals is to pe directed backends of ein osthe distrdwt n cell or In o an epos plan the <br /> pump 11 <br /> necessary. the Laterals can be cleaned. <br />
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