My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002/01/18 - SANITARY - SAN - Other
Burnett-County
>
Property Files
>
TOWN OF SWISS
>
23091
>
2002/01/18 - SANITARY - SAN - Other
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2020 2:11:33 PM
Creation date
10/1/2017 1:19:30 PM
Metadata
Fields
Template:
Property Files v2
Document Date
1/18/2002
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
23091
Pin Number
07-032-2-41-16-28-5 15-716-037000
Legacy Pin
032952503700
Municipality
TOWN OF SWISS
Owner Name
MARCHETA C ABERG
Property Address
30298 N EIGHTH AVE
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.
/
13
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): <br /> Burnet Co.Zoning (715)S349.2138 Skew Precast800 25 <br /> 24-86 <br /> Douglas Co.Zoning (715),395-1380 Weiser Conceits (8 <br /> Pak Co.Zoning (715)485-9279 ( )336 3416 <br /> Washburn Co.Zoning (715)468.2666 Licensed Pumpera+-i ter Maintenance: <br /> A-1 Septic Service (715)656-7007 <br /> Chapman's Septic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Steve's Septic Service (715)866-4195 <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):/ZNumber of Bedroorras: 3 Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd): �Sb Soil Absorption Component Size(Sq. Ft.): 619Estimated Flow-Average(gid)::�Cv Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Soil Absorption <br /> Component Component <br /> Design Flow-Peak(gpd) <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 shag be maintained by an individual cengled to service septic tanks under s. 281.48. Stats. The contents of the septic tank shag be disposed of in <br /> accordance with NR 113, Wis,Adm.Code(Servicing Septi:or Holding Tanks, Pumping Chambers. Grease Interceptors, Seepage Beds. Seepage Pits, Seepage <br /> Trenches, Privies, or Portable Reslrooms). <br /> The operating condition of the septic tank and outlet tiger shag be assessed at least once every 3 years by inspection.The outlet tiger shall be leaned as necessary <br /> to ensure proper operation. The tiger cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the tiger when <br /> removed from its enclosure. g the filter is equipped with an alarm,the tiger shall be serviced g the alarm is activated continuously. Intermittent tiger alarms may <br /> Intlloate 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 renaved at the time of assessment. maintenance personnel shall 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 abandonment shall be in accordance with Comm 83.33. Wis.Adm.Code when the!ank is no longer used as a P.O.W.T.S. component. <br /> Dose Chamber <br /> Notice that the dose chamber may fig 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 Ida of this component. <br /> The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shag include recording the levels of <br /> ponding, d 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 indentgied and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from in system is prohibited and <br /> considered a human health hazard. <br /> Traffic around or over the soil 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, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell. which may lead to more intense. and earlier. organic <br /> clogging of the soil. <br /> Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obshuct <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 lquid that is flushed out of the laterals is to be directed back into the distribution cell or into an acceatable containerif <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.