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2024/08/30 - SANITARY - SAN - Repl Mound <24" - SAN-24-135
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2024/08/30 - SANITARY - SAN - Repl Mound <24" - SAN-24-135
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Last modified
2/12/2025 12:00:44 PM
Creation date
2/12/2025 11:26:16 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-24-135
State Permit Number
658590
Tax ID
34849
Pin Number
07-040-2-39-19-33-2 04-000-011001
Municipality
TOWN OF WEST MARSHLAND
Owner Name
ZACHARY LENER
Property Address
25095 GILE RD
City
GRANTSBURG
State
WI
Zip
54840
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Division of Industry Services c� I Web:http:Nd s.wi.go� <br /> 4822 Madison Yards Way 3 f Email:dWsAwisconsin.go,, <br /> PO Box 7302 <br /> Madison,WI 53707 Tony Evers,Governor <br /> SIotiw S�Q Dan Hereth,Secretary <br /> June I I,2024 <br /> CUST ID NO.:222872 Identification Numbers <br /> JACQUE M HAWKINS Plan Review No.:PWTS-062401249-C <br /> PO BOX 2 Application No.:DIS-062425527 <br /> LUCK WI 54853 Site ID No.: SIT-131548 <br /> Please refer to all identification numbers in each <br /> correspondence with the Department. <br /> CONDITIONAL APPROVAL <br /> Conditionally <br /> PLAN APPROVAL EXPIRES:06/11/2026 APPROVED <br /> DEPT.OF SAFETY AND PROFESSIONAL <br /> MUNICIPALITY: SERVICES <br /> TOWN OF WEST MARSHLAND DIVISION OF INDUSTRY SERVICES <br /> BURNETT COUNTY <br /> 21 <br /> SITE: <br /> LENER REPLACEMENT MOUND SEE CORRESPONDENCE <br /> 25095 GILE RD. <br /> GRANTSBURG,WI 54840 <br /> PARCEL IN THE SE1/4-NWl/4 SEC.33 T39N-R19W <br /> FOR: <br /> Design Wastewater Flow Value: 450 GPD Mound Component Manual-Version 2.1 (May 2022-2027) <br /> Bedrooms:3 Pressure Distribution Component Manual—Version 2.1 (May 2022-2027) <br /> Limiting Factor(s):22" <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 inspectiod <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 /> • 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 /> • 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 samdsle 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 /> • Abandon Existing System per SPS 383.33 <br /> • Puma Floats to be set and verified per approved plan Any changes may result in pump resizing to meet TDH and GPM <br /> Specifications. <br /> • Divert surface water from POWTS Area. <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 /> • Tank Installation to follow all manufacture's recommendations. <br /> • Verify property line(s)prior to installation. <br />
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