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2007/07/26 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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33870
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2007/07/26 - SANITARY - SAN - Other
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Last modified
3/6/2020 5:03:35 AM
Creation date
10/2/2017 2:01:06 PM
Metadata
Fields
Template:
Property Files v2
Document Date
7/26/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
33870
Pin Number
07-020-2-40-16-02-5 05-005-045100
Municipality
TOWN OF OAKLAND
Owner Name
BRIAN JOHN EDBERG BRENT ALAN EDBERG
Property Address
6501 HAYDEN LAKE RD
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufacturer(tank): <br /> Bume1tCO.Zonng (715},349-21 Skaw Precast (800)924-8625 <br /> Douglas Co.Zang (71SP95-13 30 Weiser Concede (80O)336-3416 <br /> Polk Co.Inning (715)485.9219 <br /> Washburn Co.Zoning (715)468 Licensed PumperslFliter( 15 M 6-7007 ee: <br /> A-1 Septic Service (ce (7196-7507 <br /> Chapman's Septic Service (715)<i56-7113 <br /> Installer: Hopkins Sand 8 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 Omm 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): 7Se ?BX 1501-1 M <br /> mj <br /> Number of Bedrooms:, a Dose Tank Capacty(gal): Seo <br /> Design Flow Peak(god): 3 e Soil Absorption Component Size(Sq. Ft.): Had <br /> Estimated Flow-Average(9 ): ;00 Type of Wastewater: Domestic <br /> T oble 2: Soil Absorption Component-Unwita of Reliable Operation <br /> Septic:Tank Sod Absorption <br /> Commons It Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Panicle Size(in) We 118 <br /> Maximum BOD(ml nds 220 <br /> Maximum TSS(ni ridge 150 <br /> Maximum FOG Ma 30 <br /> Table 3: MWntorkwwe Schedule <br /> Septic Tank in pect and/or service every 3 years. <br /> Outlet S ould inspect once a year and dean once every 3 years. <br /> Sod Absorption Component In pact once every 3 years. <br /> Contingency Plan:Use alternate site N an ailable or remove distribution pipe,aggregate or chambers a:clogging mat..Replace distribution pipe, <br /> aggregate or chambers 8 C-33 fine aggro late. <br /> The SeCertSeptic Tank <br /> acordarrCS with NR lt 113 Wb.Adm Code(Sery Ing Septic or Holding Tano Service kls, Pumping Cic tanks rhambers Grease Interceptors.a. 281.411. Slats. The ISee s of Ina Be s, See IC tank shat be disposed of n <br /> Trenches.PrrAa.or Portable Restroama). PingSeepage Page Pits. Seepage <br /> The operating Condition d the septic tank ad let filter shat be assessed at bar once every 3 years by inspection.The outlet filter shall be cleaned as necessary <br /> to ensure proper operation.The filler cartridge s would not be removed unless provisions are made to retain aodds In the tank mal may slough off the faer when <br /> removed from As enchoure. X the faer is equip led with an alarm, the filter shall be serviced d the alarm is activated Continuously. Intermittent faer alarms may <br /> indicate Surge flows a Al impending condnuou alarm.The septic tank shefl have ds Contents removed when the volume of scum and sludge in the Wk exceeds 1,3 <br /> the liquid volume of the rank. If the Contents of I we tank are not removed at the rima of asessment maintenance personnel shay advise the owner on when the next <br /> service needs to be performed to maintain less then maxmum scum and sludge accumulation in the tank <br /> No ons should mtr a septic or other firmatiment 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 ledul gases,and rescue of a Penson from the <br /> Interior of the tank may be difficult or Impossible. <br /> Tank aboMonment shall be in accordmm with mm 83.33; Wis. Adm.Code when Ina tank Is no longer used as a P.O.W.T.S.Component. <br /> Dow Chamber <br /> Notice that the dose chamber may fill se to tin Continuing during pump maltufv:tbn ger power outages.One large dose when the power comas on or when the pump is <br /> repaked may cause the mound component to haw problems. In the situation,the pump chamber should be pumped by a licensed pumper before pump cycling begins <br /> or other measure shad be used to dose the into nd Component with only me proper amount d influent.This may include Manuel operation d Me pump Console were <br /> such time the pump chamber has reached its mal level Dose chambers are to be inspected routinely and mantaned when necessary in acccrdace with their <br /> approvals. <br /> Soil Absorption Component <br /> The sol abW?xwn component Serving this stn ture is designed to accept domestic wastewater from a residents facility. The mils of operation of the Component <br /> are shown n Table 2 <br /> The longevity Of a sml absorption component depends greatly on proper end timely maintenance.end system use within or below the knits of reliable operation. Good <br /> water onservation practice by at occupants and the installation of water Conserving plumbing fixtures are key factors in extending the useful gee of this component. <br /> The$ol absorption Component's operation mat be assessed by inspection at east once every three years.The inspection shag include recording the levels of <br /> Ponding. d any. in the obsewvarlon pipes, and a visual inspection row any evidence Of Surface seepage or discharge from the Component. On sl <br /> area of erosion Should be ndentgled and r steeply prohibited <br /> saes. <br /> Considered a hums health hazard. sport to the owner 5-w rapes. The Surface discharge d domestic walewdar a sewage from Ih system a proNhiled ad <br /> Traffic around or over the sod absorption COIMOOFWI should be avoided particularly during winter months.The compaction of removal Of snow cover Over the <br /> Component may lead to hydraulic ralkee by fremul This type of failure a usually temporary,buts difficult Of impossible to re <br /> pair general sod compaction over me Component will reduce dmusun or oxygen into the sod ad dispersal cell. which may lead to More nnlense.end WNW. ofga improve. In <br /> clogging of the Sod. <br /> Mandl of deep-rated trees and shrubs directly over or well tan feet of the Component should be avoided since root intrusion into the comported may obstruct <br /> bow <br /> Penialloced Distribution Network <br /> acMeled o lk sh Out MY Wild bmaterial.rThe aliiqu Thal is flushed motel of thee long <br /> is to be anectteed bacrk inhe to(he distribution 1 or no an stribution lateral should be acc�epebleand r container, X <br /> necessarythe laterals can be cleaed. <br />
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