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2007/05/11 - SANITARY - SAN - Other
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14114
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2007/05/11 - SANITARY - SAN - Other
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Last modified
3/6/2020 3:43:50 AM
Creation date
10/1/2017 7:45:22 AM
Metadata
Fields
Template:
Property Files v2
Document Date
5/11/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14114
Pin Number
07-020-2-40-16-03-5 15-200-013000
Legacy Pin
020905001300
Municipality
TOWN OF OAKLAND
Owner Name
DANIEL & MARY KATHRYN SISSEL
Property Address
6605 HAYDEN LAKE RD
City
DANBURY
State
WI
Zip
54830
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Local Health Authority: Component Manufacty tank <br /> Bumeg Co.Zoning (715)3432136 � ) <br /> Douglas Cd ZoningSkew Precast 800 <br /> PDB Co.Zoning (715)1995-,380 Weser Conceits ((800 3q g <br /> WashbUM Co.Zoning (71 9279 <br /> (715) 8-2666 Licensed Pran <br /> pa" (71 r 656.70 7 <br /> A-1 Septic service (715)656.7007 <br /> Chapman's Septic Service (/15)656-71 3 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Stever Septic Service (715)866-41 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution <br /> nt <br /> This management plan complies with COmm83.54, Wis.Adm.Code,and the appropriate SoiilAbsorptio Component Manual for Private <br /> Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: <br /> Table 1:Syalem Design SpscWcatons <br /> Sanitary Permit Number. Septic Tank Capacity(gal): /,.00 <br /> Number of Bedrooms: �f Dose Tank Capacity(gal): Iso <br /> Design Flow-Peak(gpd): G o0 Soil Absorption Component Size(Sq. Ft <br /> Estimated Flow-Average(gpd): V 0 0 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limib of Reliable Operation - <br /> Septic Tank Sod Absorption <br /> Component Component <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) n/a 1A1 <br /> Maximum BOD(mg/L) n/a 220 <br /> Maximum TSS(ni 0 <br /> n/a 15 <br /> Maximum FOG n/a 305 <br /> Septic Tank Table 3: MWnlerhsnce Schedule <br /> Outlet Inspect and/or service every 3 years. <br /> Soil Absor P tion Com onent Should inspect once a year and clean once every 3 years. <br /> P Inspect once every 3 years. <br /> ConthrgwwY Plan:use alternate she h available or remove distribution pipe,aggregate or chambers 3 clogging nat..Replace distribution pipe, <br /> aggregate or chambers 3 C-33 file aggregate. <br /> tic <br /> The Septic tank shall be Maintained by an Individual certified b service septi:ttaanks under a.281.48, SWs. The contents d me <br /> accordance with NR 113. WIS.Adm. ods(Servbng Septic or Holding Tanks. Pumping Chambers.Grease interceptors. Seepage Beds,ic tSeepage PNsdisposed <br /> Seepage in <br /> Trenches.Privisee,or Portable Resrocma). <br /> 10 The operating <br /> condition d the septi:tank and outlet fear shag be assessed at Nast once every 3 years it inspection.The outlet flier shall be cleaned as necessary <br /> removed om mits pastor.Thelia later <br /> cartridge <br /> �b�be removed unless provision$are made to retain sours In the tank that y sough dl the Iger when <br /> indicate aur a Ikwn a ani g equipped with h Sian the lgler shall be serviced g the alarm s activated continuously, knermiltent fear alums may <br /> red to <br /> continuous harm.The seplk tank suit he"lis contents removed when me volume d ecu and Sludge n the tank exceeds I/3 <br /> U's liquid voktrhe d me tank. 11 We contents d me lank are not removed d me tine d assessment,maintenance Personnel shag sit me owner of when the next <br /> service neatla to be Performed to maintain less man maximum xum and <br /> Sludge accumulation in the tank <br /> No one should anter a septic or otter treatment or holding tank for any reason Without being in hull compliance in ith OSHA standards for entering <br /> a cordlned space.The atmosphere within the septic or other treatment or holding bink may contain lethal gases,I ad rescue of a <br /> Interior d the tank may be difficult or impoesible. person from the <br /> Tank abondonment that be in accordance with Comm 83.33. Wis.Adm Code when the tank is no longer used as a P.O.W.T.S. <br /> mponeM. <br /> Notice that me dose chamber may le Sue to lbw continuingdui Ores Chamber <br /> Notice t may cause ch =unit component f have prdoblems- In�gsituation.am Ioeco er powet outages.One large doss when the war comes on or when the pump is <br /> 0 other measures shag bs used to rose the mound component with on me proper chamber shouts is pumped by a Itemise pumper before pump cycling begins <br /> such time the u N P Doer amount a influent.This my include manual o anion a the pump with their tents <br /> approvals. P chamber has reached i15 normal level. Dose chambers are to be aspected routinely and manlaned when s <br /> sary,� accordance with their <br /> The soil absorption component serving this structure is d Soil Absorption Component <br /> NO an~in Table 2. designed to accept domestic wasteshaw from a reaidaI facility. The an 3 Of operation of ms component <br /> Th <br /> water a Sod absorption <br /> �n component depends greatly on proper and tkndy Maintenance.and system use within or below togs d fellable <br /> practices by a8 Occupants and the installation d water conservinglumbin fixtures are keyfactors n extend me Useful tib d this clomponeent. <br /> The soil absorption component's operation mus be assessed by inspection al leas once every muse years.The inspection shag Yde recording ma laves d <br /> Pareas of unting, g any. n me observation Pipes. and a visual Inspection for any evidtMice,of ince Ovary <br /> seepage Ye dischargeThei from me comp,nem. Ons n9 4p <br /> considered a Ornstein rerun beylh �ardShould be led and reported to me owner for repel. The surface discharge d domestic wastewater or sewag ian th systa�mNs prohibited and <br /> Traffic around or over the sit absorption component should be avoided particularly during winter months.The compaction or remov, Of snow cover over the <br /> component MY sad to hydraulic teibre by freezing.This type of failure 6 usually temporary, but is dsbua or impossible to repair ntl weather conditions improve. In <br /> clogging of the sooaClbn over Its component will will reduce diffusion of Oxygen into Me Slog and dsert <br /> parsal c , which may sad to interne. and earlier, organic <br /> Puddings <br /> wastewater hiOf m rooted trees and shrubs directly aver o within ten fed d the component should he avoided lance cool Intrusion' ma component may obstruct <br /> Panel <br /> Distribution extremely Network <br /> activated 109lu h olut MY�Wildhematerial.networTheliiquid Iy be dhat s fluetected shed out o the laterals is to be dirrected bate ends Of ik nhe o the distribution tion ll o alto an xcepand(he table container. N <br /> necessary. the laterals can be cleaned. <br />
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