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2006/09/14 - SANITARY - SAN - Other
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2006/09/14 - SANITARY - SAN - Other
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Last modified
3/6/2020 2:30:09 AM
Creation date
10/3/2017 10:36:11 PM
Metadata
Fields
Template:
Property Files v2
Document Date
9/14/2006
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
13054
Pin Number
07-020-2-40-16-07-4 02-000-015000
Legacy Pin
020430703000
Municipality
TOWN OF OAKLAND
Owner Name
TRUST AGREEMENT OF GRANT TEAL SMITH DTD 08/13/2010 TRUST AGREEMENT OF JENNIFER L SMITH DTD 08/13/2010 GRANT T SMITH - TRUSTEE JENNIFER L SMITH - TRUSTEE
Property Address
28940 W YELLOW RIVER RD
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: <br /> Component <br /> Bumee Co.Zoning (715p49-2138 Manrdacturor(tank): <br /> Douglas Co.Zoning (715)3957380 Skew Pretest (800)924-8625 <br /> Pok CO.Zoning (715)485-9279 Weiser Concete (800)336-3416 <br /> Washburn Co.Zoning (71569-2666 <br /> lJcetttted PtltnpasrFtkef Maintenance: <br /> Cha � 15)656-7007 <br /> pma Septic <br /> ptic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Septic Service (715)866-4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <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 Deep$roeWeadons <br /> Sanitary Permit Number Septic Tank Capacity(gal): ea o <br /> Number of Bedrooms: 3 Dose Tank Ca aci <br /> Design Flow-Peak ado P ty(gal): <br /> Soil Absorption Component Size(Sq. Ft.): 6,P e <br /> Estimated Flow-Average(gpd): 3 e o Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limita of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component nen <br /> Design Flow•Peak(slid) <br /> Maximum Influent Panicle Size(in) <br /> Maximum BOD(mg/L) nh 118 <br /> Maximum TSS(III nh 220 <br /> Maximum FOG nta 150 <br /> n/a 30 <br /> Septic TankTable 3: Mainlerunee schedule <br /> Inspect and/or service every 3 years. <br /> Outlet <br /> onent <br /> Soil Absor tion Com Should inspect once a year and clean once every 3 years. <br /> P P 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 tank sham be manlained Septic Tank <br /> by an IneNk Mg centic to service septic tanks under S.281.48. Slats. The contents d the seplic tank sham be disposed of in <br /> Trench",a with NR 113. bre Adm Cpee(Serviclog Sepik:ar Holding Tanks, Pumping Chambers,Grease Interceptors. Seepage Beds, seepage Pts. Seepage <br /> Trench", Privies,a Portable Restrooms). <br /> The operating conemb^d the septic tank and outlay leer sham ba assessed at bast once every 3 years by nspaclbn.T k odbt'yar shall be cleaned as necessary <br /> re ensure proper operaalon.The mer carbdge shoed nd De removed unless provtsforq are made b-wain somas In IM Wk Mal may slough of Me Isar when <br /> Mdicaremoved from es enclosure. m tae Iltar b equgped wit an alarm.ill flyer ahatl be serviced m the atarm s actNared codinuousty. MlarmeleM Iger aWrm may <br /> ts surge Ibws ar an impending continuous alarm.The esprit tank shall save es contanls removed ween the volume d scum and sludge n Iha tank exceeds 13 <br /> Ma Iquid volume d tae tank. tl the contents d Me lank are nor remwad at Iha time d assessment, maintenance personnel saaY adobe the owner of when the next <br /> service needs to be Performed to mabtain less than maki n en scum and sludge acarmulatlon n tlhe tank. <br /> No ons should enter a septic crosier wastrnent Of holding tank for any reason without being in full compliance with OSHA standards fw entering <br /> a confined space.The atmosphere within the septic or other treatment or holding tank may contain lethal gases,and-ascus of a person from the <br /> Interior of the tank may be difficult or Impossible. <br /> Tank abandonment 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 /> Notice Mal the dose chamber may IN due to lbw contra darn Dose Chamber <br /> repaired may cause ch mound component to have g pump matblstlun or Powof outages.One large dose when the power comes on or when the pump is <br /> re or paired measures stat Da used to dose the haw problems. <br /> with Onlythe Wife.the Pump chamber should be pumped by a k:ensed pumper before pump cycling begins <br /> such time the pump chamber has reached its normal levet Dose chams are to beoper <br /> ^sum a routint.e This may intrude when <br /> n operation d cc pump conlyds until <br /> approvals. spatted routinely and maintaned when necessary in accordance wnh Ihek <br /> The Sot absorption Soil Absorption component <br /> M component serving this structure is designed to accept domestic wastewater from a residential facility. The *Me d operation d this component <br /> are shown n Table 2. <br /> The longevity of a oil abs s Dy all occion ponent ntsdep Mss grreatlyoff tpn d perwatea dttmeM maintenance.and system use within or below Ina emits d tamable operation. Good <br /> water conservation <br /> ng pnrroing fixtures;are key factors in extending the useful We of Mia Component. <br /> The soil absorption components operation must be assessed by inspection at bast once every three Years. The inspection sham include recording the levels of <br /> Ponding, it any, in the observation pees,and a visual Inspection for any evidence of surface seepage or discharge from the component. on sleapty sloping sees. <br /> areas of arosbn should be ndemtled and reported to the owner for repair.The surface dbcharge d domestic wastewater a sewage from th system a prohibeed and <br /> coMaimed a human heath hazard. <br /> Traffic around or over the sot absorption component should be avoided particularly dung winter months. The compaction or removal Of snow cover over the <br /> component MAY lead to hydraulic failure by freezing. This type of lature a usually temporary, but is difficult or impossible to repair until weather conditions inprove. In <br /> clogging oitlhe acpacibn soar the component whin retluce diffusion of oxygen into Its sot and dispersal tet. which may heap to more intense, and eaters-, organic <br /> PlafflIng3 ddeep--poled bees and shrubs directly o <br /> Wastewater Aon var W within ton'eel d the cunponent should be avoided since root intrusion Into Me component may obstruct <br /> Wastewater <br /> Penial Distribution Network <br /> act'vatedd to'lush <br /> h Wt anymwNnloioalaral-The may <br /> be thafal b flutected shed lou Of he remely long <br /> dosinsato bimee tl ectehe d of the back into(he distrtal e1g11 Mor neo an posed <br /> Boland the pump t <br /> necessary. Ino laterals can be cleaned. <br />
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