My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2024/08/30 - SANITARY - SAN - Repl Mound >24" - SAN-24-128
Burnett-County
>
Property Files
>
TOWN OF OAKLAND
>
13682
>
2024/08/30 - SANITARY - SAN - Repl Mound >24" - SAN-24-128
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/12/2025 12:01:16 PM
Creation date
2/12/2025 11:23:05 AM
Metadata
Fields
Template:
Property Files v2
Document Date
8/30/2024
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Repl Mound >24"
County Permit Number
SAN-24-128
State Permit Number
658583
Tax ID
13682
Pin Number
07-020-2-40-16-26-1 02-000-012000
Legacy Pin
020432601400
Municipality
TOWN OF OAKLAND
Owner Name
BONITA JEDLUND
Property Address
6391 BUSHEY RD
City
WEBSTER
State
WI
Zip
54893
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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
QEp ARTME^,T <br /> Wisconsin Department of Safety and Professional Services y�' �� Phone:608-266-2112 <br /> Division of Industry Services `off Web:h=://dsps.wi.eov <br /> 4822 Madison Yards Way { Email:dsns(7o wisconsin.zov <br /> PO Box 7302 <br /> Madison,WI 53707 9ya Tony Evers,Governor <br /> �p� sus Dan Hereth,Secretary <br /> rJSIONAL' <br /> June 12,2024 <br /> CUST ID NO.:273420 Identification Numbers <br /> JAMES S DANIELS Plan Review No.:PWTS-062401275-C <br /> 27760 HWY 35 Application No.:DIS-062425698 <br /> WEBSTER,WI 54893 Site ID No.: SIT-131596 <br /> Please refer to all identification numbers in each <br /> correspondence with the Department. <br /> CONDITIONAL APPROVAL <br /> PLAN APPROVAL EXPIRES:06/12/2026 <br /> MUNICIPALITY: Conditionally <br /> TOWN OF OAKLAND APPROVED <br /> BURNETT COUNTY DEPT.OF SAFETY AND PROFESSIONAL <br /> SERVICES <br /> DIVISION OF INDUSTRY SERVICES <br /> SITE: <br /> BONITA JEDLUND <br /> 6391 BUSHEY RD <br /> WEBSTER,WI 54893 <br /> SEE CORRESPONDENCE <br /> FOR: <br /> Design Wastewater Flow Value: 300 Mound Component Manual-Version 2.1 (May 2022-2027) <br /> Bedrooms:2 Pressure Distribution Component Manual-Version 2.1 <br /> Limiting Factor(s): 36" (May 2022-2027) <br /> Maintenance Required:Effluent Filter <br /> SITE REQUIREMENTS <br /> • A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection <br /> by authorized representatives of the Department,which may include local inspectors. A Department electronic stamp and <br /> signature shall be on the plans which are used at the job site for construction. <br /> The following conditions shall be met during construction or installation and prior to occupancy or use: <br /> • Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of the site. <br /> • With new construction;it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to <br /> homeowner occupancy. <br /> • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be <br /> discharged into the drains discharging to the private onsite wastewater treatment system(POWTS). Waste generated shall <br /> be properly disposed of on-site or off site. <br /> • Any tall grasses,leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent <br /> matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. <br /> • Divert surface water from all POWTS Areas. <br /> • Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches.Smearing and <br /> compacting of wet soil will result in reducing the infiltration capacity of the soil.Proper soil moisture content can be <br /> determined by rolling a soil sample between the hands.If it rolls into a 1/4-inch wire,the site is too wet to prepare.If it <br /> crumbles,site preparation can proceed.If the site is too wet to prepare,do not proceed until it dries. <br /> • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 <br /> • Insulate building sewer beyond 30 feet per SPS 382.30(11)(c) <br />
The URL can be used to link to this page
Your browser does not support the video tag.