My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006/03/20 - SANITARY - SAN - Other - 30914
Burnett-County
>
Property Files
>
TOWN OF OAKLAND
>
13290
>
2006/03/20 - SANITARY - SAN - Other - 30914
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2020 2:44:12 AM
Creation date
1/23/2018 12:07:37 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/20/2006
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
County Permit Number
30914
Tax ID
13290
Pin Number
07-020-2-40-16-14-5 05-005-030000
Legacy Pin
020431406300
Municipality
TOWN OF OAKLAND
Owner Name
DONALD C & KATHLEEN A WALKER
Property Address
6517 S VEIT DR
City
DANBURY
State
WI
Zip
54830
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Local Health Authority: Com neat ManufacW <br /> Bumelt Co.Zoning (715p442138 ro Ar(tank): <br /> Douglas Co.Zoning (715)395.1380 Skew Precast (800)924.8625 <br /> Pok Co.Zoning (715 9279 Weiser Conceits (8W)3363416 <br /> Washburn Co.Zoning (715)468-2666 Licensed Pum <br /> poral ksr(715 Mainte656-70 sneer <br /> A-1 Septic Service (715)<i567007 <br /> Chapman's Septic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Staves Septic Service (715)866-4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> stribution System <br /> This management plan complies with Comm 183.54,Wis. Adm.Code,and the Absorption Component <br /> Onsite Wastewater Systems. The specific component manual for this P.O.W.Sate Soil Absorption Component Manual for Private <br /> Table 1:System Design Specifications <br /> Sanitary Permit Number. Septic Tank Capacity(gal): /606 <br /> Number of Bedrooms: 3 Dose Tank Capacity(gal): Sec <br /> Design Flow-Peak(gpd): JtI Soil Absorption Component Size(Sq. Ft.): 6 y8 <br /> Estimated Flow-Average(gpd):Sao Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Umite of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Comoonent <br /> Design Flow-Peak(gpd) <br /> Maximum Influent Particle Size(in) nil 1tH <br /> Maximum BOD(mg/1.) n/a 220 <br /> Maximum TSS (mgt-) n/s 150 <br /> Maximum FOG nil 30 <br /> Septic Tank Table 3: UWnbmame Schedule <br /> Outlet Inspect and/or service every 3 years. <br /> Should inspect once a year and clean once every 3 years. <br /> Sod 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 /> Septic <br /> The seplb tank shat 1 samara byy it Individual certiled lo service septi:tanks under a.281.48. Slats. The contents of me septi tank shat be disposed of n <br /> Trenches <br /> with HR 113. blls,Adm ona). ervbing Septic or Holding Tanks, Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Plts.Seepage <br /> Trenches, Prones, ct portable Reslrooms). <br /> The operating condition of to septi:tank and omlat Icer shad be assessed at bast once every 3 years by Inspection.The outlet law shall be cleaned as necessary <br /> to ensure proper operatlon.The mer cartridge should not be removed unless prewsions are made to retain solids In the tank mat may slough one the tiger when <br /> removed from its enclosure. lt the law is equipped with an Warm. filer er shall be serviced t the alarm b activated Continuously. Intermittent filer same,may <br /> Indicate verge flows OF an impending Continuous alarm.The septi tank shall have as contents removed when me volume d scum and sludge h the tank exceeds IA <br /> the liquid volume of the tank.If the contents of the lank are not removed at e Ofthe limit assessment maintenance personnel shat advise the owner of when to next <br /> service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank <br /> No ons should enter a septic c r other laeahnwnt or holding tank for any Alison witlrout being In fug compliance with OSHA standards for entering <br /> a confined space.The atmospheres within the septic or other treatment or holding bink may contain lethal gases,and rescue of a <br /> intaridr of the tank may be difficult or impossible. Parson from the <br /> Tank abondomAM shall be in accordance with Comm 83.33. Wis.Adm.Code wen the tank is m longer used as a P.O.W.T.S.Component, <br /> Dose Chamber <br /> ctks mal the dose chamber may fa due to flew Continuing aur <br /> Noticed may cause to moue component to have g in9 pump maAnC1bn a power outages.One large dose wen the power comes on or when the pump is <br /> Ot doesproblems. In the situation.the pump chamber should be pumped by a licensed pumper belore pump cycling begins <br /> uc other time line pump chamber be used to the <br /> s normal levComponent with Only <br /> yrh are FQF amount of influent. This may include manual operation of me Pump Controls unci <br /> approvals. inspected routinely and maintained when necessary In accordance won Ihek <br /> The aai absorption Soil Absorption Component <br /> pti component serving this structure is designed to accept domestic wastewater from a residential facility. The Amos of operation at this component <br /> are shown in Table 2. <br /> The longevity of a sod absorption Component depends greatly on proper and fray maintenance,and system use within or below me limas Of retable operation. Good <br /> waren Conservation practices by at occupants and the installation d water Conserving Plumbeig fixtures are key factors in extending the useful lie of this component. <br /> The soft absorption compoanrs operation must be assessed by Inspection at least once every three years.The Inspection shat include recording the levels of <br /> Pondlog, N any, in ate observation Pipes,and a visual Inspection for any evidence of surface seepage or discharge from the Component On steeply skping saes. <br /> areas of erosion would be lnderalled and reported to file owner for repair.The surface discharge of domestic <br /> considered a human health razed. wastewater or sewage frau Ih system a prohibited and <br /> TTrrallb around or over the sot absorption component should be avoided Particularly during winter months.The compaction or removed of snow Cover over the <br /> roping Of may Ip�xibn ato �verrarlhe failurelic by <br /> wiXxreducThis <br /> e diffusion of ox a usually lertporarY.but b difbuN or impossible to repo orbs wearer comNions Improve. In <br /> component <br /> soli Com of <br /> bs99In9 d to soli. oxygen into the and and dispersal cell. which may ked to more Intense, lie eerier.organic <br /> PlAnU <br /> Wewsater flof dcw eep-rooted trees and shrubs directly over lir within tan feet d to Component should be avoided since root intrusion into the component may obstruct <br /> Partial Distribution Network <br /> activated to how wt mytsolid material.on rThealiquid that a flube detected shed tool oft ly a werallss srm The <br /> a directed of batihe k n/distribution <br /> distribution Nor tib an acceptabledthe <br /> confainar. N <br /> necessary.the laterals Can be cleaned. <br />
The URL can be used to link to this page
Your browser does not support the video tag.