My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002/03/18 - SANITARY - SAN - Other
Burnett-County
>
Property Files
>
TOWN OF SCOTT
>
19468
>
2002/03/18 - SANITARY - SAN - Other
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2020 9:45:20 AM
Creation date
10/4/2017 7:32:26 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/18/2002
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
19468
Pin Number
07-028-2-40-14-07-5 15-506-023000
Legacy Pin
028938002300
Municipality
TOWN OF SCOTT
Owner Name
MARK SISSON
Property Address
28830 NINTH GREEN LN
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: Component Manufacturer(tank): �✓ (O <br /> Burnett Co.Zoning (715)34.42138 Skew Pre-cast (800)924-8625 <br /> Douglas Co.Zoning{715X395-1380 Weiser Concete (800X336-3416 <br /> Polk Co.Zoning (715)485.9279 <br /> Washburn Co.Zoning (/15)168-2966 Licensed PumpemlFlfter Maintenance: <br /> A-1 Sel#ic Service (715)6567007 <br /> Chapman's Septic Service (715)656-7113 _ <br /> Steve's Septic Service(715)866-4195 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> Distribution System Absorption Component <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 Design Specifications <br /> Sanitary Permit Number: Septic Tank Capacity(gal): 3200 <br /> Numberof Bedrooms: 10 Dose Tank Capacity(gal): NA <br /> Design Flow-Peak(gpd): 1500 Soil Absorption Component Size(Sq. Ft.): <br /> Estimated Flow-Average(gpd): 1 DOD Type of Wastewater: Domestic <br /> Table 2: Soft Absorption Component-Limits of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Component <br /> Design Flow-Peak(gpd) 1517o /Soo <br /> Maximum Influent Particle Size(in) n/a 1/8 <br /> Maximum BOD (mg/L) n/a 220 <br /> Maximum TSS (mg/L) n/a 150 <br /> Maximum FOG n/a 30 <br /> Table 3: Maintenance Schedule <br /> Septic Tank Inspect and/or service every 3 years. <br /> Outlet Should inspect once a year and clean once every 3 years. <br /> Soil 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 Tank <br /> The septic tank shall be maintained by an individual cent led to service septic tanks under s. 281.48. Stats. The contents of the septic tank shall be disposed of in <br /> accordance with NR 113, Wis.Adm.Code(Servk:ing Septic or Holding Tanks, Pumping Chambers,Grease Interceptors, Seepage Beds, Seepage Pits, Seepage <br /> Trenches, Privies, or Portable Restrooms). <br /> The operating condition of the septic tank and outlet filter shag be assessed at least once every 3 years by inspection.The outlet fitter shall be cleaned as necessary <br /> to ensure proper operation.The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when <br /> removed from its enclosure. If the filter is equipped with an alarm,the filter shall be serviced it the alarm is activated continuously. Intermittent filter alarms may <br /> indicate surge flows or an impending continuous alarm.The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 <br /> the liquid volume of the tank. If the contents of the tank are not removed at the time of assessment,maintenance personnel shag advise the owner of when the next <br /> service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. <br /> No one should enter a septic or other treatment or holding tank for any reason Without being in full compliance with OSHA standards for entering <br /> a confined space.The atmosphere within the septic or other treatment or holding tank may contain lethal gases,and rescue of a person from the <br /> interior of the tank may be difficult or impossible. <br /> Tank abondonment shag 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 /> Dose Chamber <br /> Notice that the dose chamber may fill due to flow continuing during pump malfunction or power outages.One large dose when the power comes on or when the pump is <br /> repaired may cause the mound component to have problems. In this situation,the pump chamber should be pumped by a licensed pumper before pump cycling begins <br /> or other measures shag be used to dose the mound component with only the proper amount of influent.This may include manual operation of the pump controls until <br /> such time the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and maintained when necessary in accordance with their <br /> approvals. <br /> Soil Absorption Component <br /> The sod absorption component serving this structure is designed to accept domestic wastewater from a residential facility.The limits of operation of this component <br /> are shown in Table 2. <br /> The longevity of a soil absorption component depends greatly on proper and timely maintenance,and system use within or below the limits of reliable operation.Good <br /> water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful rde of this component. <br /> The sof absorption components operation must be assessed by inspection at least once every three years.The inspection shad Include recording the levels of <br /> ponding, it any, in the observation pipes,and a visual inspection for any evidence of surface seepage or discharge from the component.On steeply sloping sites, <br /> areas of erosion should be indentif ed and reported to the owner for repair.The surface discharge of domestic wastewater or sewage from Ih"am is prohibited and <br /> considered a human health hazard. <br /> Traffic around or over the sod absorption component should be avoided particularly during winter months.The compaction or removal of snow cover over the <br /> component may lead to hydraulic failure by freezing.This type of failure is usually temporary, but is difficult or Impossible to repair until weather conditions improve. In <br /> general, sod compaction over this component will reduce diffusion of oxygen into the will and dispersal cell, which may lead to more Intense,and earlier, organic <br /> clogging of the sod. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten feel of the component should be avoided since root Intrusion into the component may Obstruct <br /> wastewater now. <br /> Distribution Network <br /> Partial plugging of the distribution network may be detected by extremely long dosing time.The ends of the distribution laterals should be exposed and the pump <br /> activated to flush out any solid material.The liquid that Is flushed out of the laterals is to be directed back into the distribution cell or into an acceptable container. g <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.