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2005/02/01 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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14910
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2005/02/01 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:41:46 AM
Creation date
10/1/2017 4:22:36 PM
Metadata
Fields
Template:
Property Files v2
Document Date
2/1/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14910
Pin Number
07-020-2-40-16-16-5 15-651-027000
Legacy Pin
020938002700
Municipality
TOWN OF OAKLAND
Owner Name
TERRY & PATRICIA CARLETON
Property Address
28409 KING ARTHURS CT
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufacturef(tank): <br /> Bumeft Co.Zoning (715),3432138 <br /> Doug )395-1380 Skaw Pretest (8op�2q 8625 <br /> las Co.Zoning (715 <br /> Pok Co.Zorwa (715)485-9279 Weiser Concete (e00)33G341s <br /> Washburn Co.�or,ng (715)968-2666 <br /> Licensed PumparvFYler Maintenance: <br /> A-1 Septic Service (715)6567007 <br /> Chapman's Septic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Slev®s Septic Service (715)8664195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <br /> nt <br /> This management plan complies with Comm 83.54, Ws.dm.Code,and the ppropriate Sal 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. <br /> Septic Tank Capacity(gal):Bop <br /> Numberof Bedrooms: Dose Tank Capacity <br /> Design Flow-Peak(gpd):3° Soil Absorption Component Size(Sq. Ft.): <1 31A <br /> Estimated Flow-Average(gpd):st G v Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limita of Reliable Operation <br /> Septic Tank Sod Absorption <br /> Comports I Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a 1/8 <br /> Maximum BOD(mg/t.) n/a 220 <br /> Maximum TSS(mg/-) n/a 150 <br /> Maximum FOG n/a 30 <br /> Tam 3: Mahksnsnce 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: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 /> The septic lank shah be maintained by Tank <br /> W an individual certilled to service septic tanks under s.281.49. Stats. The contents of the septic tank shall be disposed of in <br /> accordance with NR 113. WIs.Adm.Code(Servk:ing Septi:or Holding Tanks, Pumping Chambers.Grease Interceptors. Seepage Beds, Seepage Pits. Seepage <br /> Trenches, Privies, or Portable Restrooms). <br /> The oparatng condltkin of the septic lank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filer 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 tank that may slough ole the fMet when <br /> removed loom Ys enclosure. Y the fear is equipped with an alarm.the Inter shall be serviced Y the alarm is aclNated continuously. Intermittent Wear alarms may <br /> indicate surge Ilows or an impending continuous alarm.The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds in <br /> the liquid volume of the tank. If to 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 skidge 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 apace.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 /> Notice that the dose chamber may IM due to lbw continuing Burn Dow Chamber <br /> Notice <br /> may cause to mound co g pump malfunction or power outages.One large dose when the power comes on or when the pump is <br /> or other measures shad be used to dose the have proms. In this situation,me pump chamber should be pumped by a licensed pumper before pump cycling begins <br /> such time the pump chamber has reached its normal level. posnente chambith ly the ers are tobe inspected of raieney and maintained when manual <br /> enecessary <br /> aniof n accordance wroth i their <br /> approvals. <br /> The soil atim ion Soil Absorption Component <br /> pt 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 01 a soil absorption component depends greatly on proper and timely maintenance,and system use within or below the limas 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 ate of this component. <br /> The soil absorption componenrs operation must be assessed by inspection at least once every three years. The inspection shall Include recording the levels o1 <br /> areas of erosion should be ndenl tilled Band reported to visualinspection <br /> oownernfor for <br /> mace discharevidence of surface ge seepage <br /> domesor tic wasteIrom the ewater of sewage from�nsystemyisloping <br /> p ohlbN�ed and <br /> considered a human health hazard. <br /> Traffic around or over the sol absorption component should be avoided paniculary during winter months. The compaction or removal of snow cover over the <br /> component may lead to hydraulic laiklre by freezing. This ype of 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. and Barker,organic <br /> clogging of the sod. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten feel Of the component should be avoided since root intrusion into the component may obslrucl <br /> wastewater flow <br /> Partialork Distribution Network <br /> activated two Wish out any solid The Auld h is flube detected shed tout of the <br /> e�laterals is to be directedhe bacof tk ihe ntothedistribution ll oution laterals r into an acceptablep and lcontamer. If <br /> necessary. the laterals can be cleaned. <br />
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