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2005/11/08 - SANITARY - SAN - Other
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TOWN OF SWISS
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22552
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2005/11/08 - SANITARY - SAN - Other
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Last modified
3/6/2020 1:42:48 PM
Creation date
10/6/2017 5:47:54 AM
Metadata
Fields
Template:
Property Files v2
Document Date
11/8/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
22552
Pin Number
07-032-2-41-16-35-5 15-049-012000
Legacy Pin
032902501300
Municipality
TOWN OF SWISS
Owner Name
GARY VERHASSELT
Property Address
29983 CRANBERRY LN
City
DANBURY
State
WI
Zip
54830
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Lxai Neaith A,Ihorirr: <br /> Bunted Cc Zonirg p15134y>I jc Component Ataitcraoo,rerl bnkl. <br /> Coughs CO Znnng (7I5095-1380 S.aw tura est (300)92l3625 <br /> Po&Co Zanr•y (715)485-9279 heiser COnceta (800a36341 o" <br /> WashbLMCa Zanlrg (715)468-2566 <br /> Lkerlsed PumpasFlter Maintenance <br /> A-1 Septic Service (715)656-7007 <br /> s Saph,Sw,,cO (715)656-7113 <br /> Installer: Hcpk;ns Sand 3 Gravel (715k866-4157 Ste vas Sa (715)866'4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> DistThis management plan complies with Comm 83r54uWs Adm.Code,and thestem ta tiro Component <br /> A <br /> Onsite Wastewater Systems. The specific component manual for this P.O.W.S. is <br /> nate Sal Absorption Component Manual for Private <br /> Sanitary Permit Number Table 1:Sye`rn Design SpeeMlcations <br /> Number of Bedrooms: 3 Septic Tank Capacity(gal): /000 <br /> Design Flow-Peak yS0 Dose Tank Capacity(gal) 600 <br /> (gpd) Soil Absorption Component Size(SQ Ft.) 6#S, <br /> Estimated Flow-Average(gpd) 300 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-I-Imits of Reliable Operation <br /> Septic Tank Sal Absorption <br /> tint nent om anent <br /> Design Flow-peak(god) <br /> Maximum Influent Particle Size (in) <br /> Maximum BOO(mg/L) n/a 118 <br /> Maximum TSS (ni nh 220 <br /> Maximum FOG itis 150 <br /> n/a 70 <br /> Septic Tank Inspect and/or sernab e3: mainty 3�*Schedule <br /> Outlet Should Inspect once a year and Clow once every 3 years. <br /> Soil Absorption Component Inspect once every 3 years. <br /> Contingency Plan:Use alternate site It available or remove distnbuhon pipe. aggregate or cnambers S cicgglr,g mat.. Repiace distuoubon pipe <br /> aggregate or chambers 6 C-33 line aggregate. <br /> The sepfc tank sham be manlamed by an iwNdual cendbd to sen, Septic Tank <br /> accordance with NR 113. Wits Adm qe septic ranks under S. 281.48 Stals The contents of the Septic tank Shat tie dspcsed or In <br /> . Ccoe(Servging Sepik; or Robing Tanks. Pumping Chambers. Grease Intarceptors. Seepage Beds Seepage Pis. Seepage <br /> Trenches. Prwies, a Ponabb Resiroorrini. <br /> The operaing condition d the Sepik tank and oulbl fear Shall be assessed al bait once every 3 years by nsoectbn. The outlet fear shall be cleaned as necessa.-: <br /> to ensure proper Operallon. The Inar cartridge should nor be removed unless provisions <br /> are made to rerun soYds In the lank that may slough till the Iger when <br /> removed from As enclosure. a the Isar is Sit PPed with An alarm. IM hear Shall be Serviced r the alarm a activated continuously. inlermnenl Isar alums may <br /> indicate Surge flows Of an impending conlmuous alarm. The septic tank shall have As contents removed when the volume d scum and sludge n Ina rank exceeds 1 <br /> lite "h volume of the lank. If the COnlerlls d me rank are rid removed of the Ilfle a assasslmers maintenance Personnel soar advise the owner of when the neat <br /> service needs to be Performed l0 maintain less than maximum scum and sludge accumulation n me tank. <br /> No ons should enter a septic w other treatment or holding tank for any reser,without being in full compliance With OSHA standards for entering <br /> a confined space.The atmosphere within the septic w other treatrnentor holding tank may contain lethal gats,and rescue of aperson from the <br /> interior 01 the tank may be difficult or impossible. <br /> Tank abordonrtenl shay be n accordance wan Comm&7.31 Wis. Adm.Code when IM tank a no longer used as a P.O.W.T.S. component. <br /> Notice that the dose chamber may Ie due to lbw continuing during Do"Chanbw <br /> Notic et may cause the mound cont p g g pump rrenunctlon o power outages.One large dose when the Power comes on or when the pump is <br /> 0 other measures shay Da used to Asa the mound component <br /> In Ina situation. the putrp chamber Should tie pumped by a IkenSod pumper before Pump cycling <br /> Deglns <br /> such hire Ina pump chamber has reazned its normal level Dose chambtyerli are to 00 <br /> d Inlglenl. This muy Include manual operation d the pump conlrois until <br /> such INTls. inspected routinely and maintained when necessary In accordance with Thee <br /> The sal n in Table component serving This Structure a designed bxoept Absorption <br /> wygewwe aom a residential facto y_ The Nmds d werarion of Ins wmponenr <br /> nt <br /> are shown in Table 2, <br /> The <br /> of a Wil <br /> tion <br /> nent <br /> an <br /> *ate, <br /> wriSe nation practices pby am occupantsdand depends greatly <br /> mrstarNab on d waterrcconsenmrIY y plu piny fixxtja es are keystem use <br /> factors n extending mice useful ee 01 I operationis cod <br /> The Som absorPlbn oDMP0wmrs Operation must be assessed by inspection all has once every three years. The inspection shag include recording the levels cl <br /> ent <br /> Pawng, a any. n the observation Pipes. and a visual inspection lot any evidence of Surface seepage or discharge from the component. On ordi sbpmg saes. <br /> areas of erosgn Should be wenlated and reported to the owner for repair. The surface discharge d domestic wastewater o sewage tom m system is prohibiled and <br /> considered a human health hazard. <br /> Traffic around of over the sea absorplton component should be avoided particularly during winter months. The cOlwachim or removal at snow oover over the <br /> ddngonenl may lead 10 hydraulic failure by freezing. Thin type of lemurs a usually lenporary. but s datqull o impossible to repay until weather conditions improve. In <br /> general. sod compaction over this component wild reduce diffusion of oxygen No the sea and dispersal cele. which may lead la more intense. and Barker. organa <br /> cloggingenwal. So Ina son. <br /> Planings d deep-m01ed times and shrubs directly over or within ten eel of the component should be avoided since root intrusion into the component may obstruct <br /> wastewater tw <br /> Partial Distribution Network <br /> acwaledduto dusty Out anyY Whoibmaterial.heirmcurThe squid be anal is flus extremely <br /> etWed byfoul all Ilse gess slip pe he ends <br /> d bxthe <br /> k Pro distribution <br /> Imams <br /> on 1 oishould <br /> be an acceptable the pump <br /> If <br /> neceSsa y. the laterals Carl be cleaned <br /> .'r <br />
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