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2023/05/24 - SANITARY - SAN - New Mound >24" - SAN-23-55
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2023/05/24 - SANITARY - SAN - New Mound >24" - SAN-23-55
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Last modified
1/26/2024 11:41:53 PM
Creation date
11/22/2023 8:57:08 AM
Metadata
Fields
Template:
Property Files v2
Document Date
5/24/2023
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Mound >24"
County Permit Number
SAN-23-55
State Permit Number
650939
Tax ID
12304
36673
36674
Pin Number
07-018-2-39-16-32-3 03-000-011000
07-018-2-39-16-32-3 03-000-011100
07-018-2-39-16-32-3 03-000-011200
Legacy Pin
018333202700
Municipality
TOWN OF MEENON
TOWN OF MEENON
TOWN OF MEENON
Owner Name
WILLIAM L & MELISA J MULROY
WILLIAM L & MELISA J MULROY
WILLIAM L & MELISA J MULROY
Property Address
24804 OLD 35 24830 OLD 35
24804 OLD 35
24830 OLD 35
City
SIREN
SIREN
SIREN
State
WI
WI
WI
Zip
54872
54872
54872
Previous Owners
WILLIAM L & MELISA J MULROY
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Q0PNarm yr <br /> , Wisconsin Department of Safety and Professional Services Phone:608-266-2112 <br /> Division of Industry Services Got v� Web:http://dsps.wi.gov <br /> 4822 Madison Yards Way 3 i a K Email:dspsAwisconsin.gov <br /> PO Box 7302 <br /> Madison,WI 53707 Tony Evers,Governor <br /> l° At. Dan Hereth,Secretary <br /> '`,csstoNNL <br /> May 11,2023 <br /> CUST ID NO.: 851954 Identification Numbers <br /> ROSS JEREMY TOLLANDER Plan Review No.:PWTS-052300757-C <br /> 6881 AUSTIN LAKE RD Application No.:DIS-042320075 <br /> WEBSTER,WI 54893 Site ID No.: SIT-115379 <br /> Please refer to all identification numbers in each <br /> correspondence with the Department. <br /> CONDITIONAL APPROVAL <br /> PLAN APPROVAL EXPIRES:05/11/2025 Conditionally <br /> APPROVED <br /> MUNICIPALITY: DEPT.OF SAFETY AND PROFESSIONAL <br /> SERVICES <br /> TOWN OF MEENON DIVISION OF INDUSTRY SERVICES <br /> BURNETT COUNTY <br /> SITE: <br /> NORSKOG MOUND PLAN SEE CORRESPONDENCE <br /> 24830 OLD 35 <br /> SIREN,WI 54872 <br /> SEC.32 T39N R16W CSM V10 P128 <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(May 2022-2027) <br /> Limiting Factor(s):20" <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 be <br /> 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 matting <br /> 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 determined <br /> 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 crumbles,site <br /> 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 /> • Well setbacks to meet chs.NR 811 &812 <br />
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