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Safety and Buildings <br /> 10541N RANCH ROAD <br /> HAYWARD WI 54843 <br /> Nvh4consin <br /> TDD#:(608)264-8777 <br /> www.commerc .wis onsin.gov <br /> www.wisconsin.gov <br /> Department of Commerce <br /> Jim Doyle,Governor <br /> Cory L.Nettles,Secretary <br /> May 01,2003 <br /> CUST ID No.223337 ATTN:POWTS Inspector <br /> JEFFREY L NIELSEN ZONING OFFICE <br /> SILVER TIP EXCAVATING BURNETT COUNTY SPIA <br /> N961 LEACH LAKE RD 7410 CTH K#102 <br /> BARRONETT WI 54813 SIREN WI 54872 <br /> CONDITIONAL APPROVAL Identification Numbers <br /> PLAN APPROVAL EXPIRES: 05/01/2005 Transaction ID No.862331 <br /> Site ID No.93267 <br /> SITE: <br /> Jerome a Best Please refer to both identification numbers, <br /> 22525 Gravel Knoll Rd above,in all correspondence with the agency. <br /> Town of Dewey, 54871 <br /> Burnett County;Fire Dept ID:6503 <br /> NEIA,SWIA, S34,T38N,R14W <br /> FOR: P.O. <br /> Description:New Mound,450 GPD <br /> Object Type:POWT System Regulated Object ID No.:900359 wCon d� <br /> The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes (gyp p I <br /> and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in DEpARTMEI <br /> chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements. 0jVW fN OF St <br /> The following conditions shall be met during construction or installation and prior to occupancy or use: <br /> — <br /> General Approval Conditions: SEE Co <br /> • This system is to be constructed and located in accordance with the enclosed approved plans and with the <br /> "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems"SBD-10691-P <br /> (N.01/01)and SSWMP Publication 9.6,"Design Of Pressurized Distribution Networks For Septic Tank-Soil <br /> Absorption Systems." { <br /> • In the event this soil absorption system or any of its component parts malfunctions so as to create a health <br /> hazard,the property owner must follow the contingency plan as described in the approved plans.In addition, <br /> the owner must insure that the operation,maintenance and monitoring duties as described in section VIII of <br /> the mound component manual are complied with.A copy of this information must be given to the owner upon <br /> completion of the project. <br /> Key Item(s) <br /> • The actual liquid level of the specified pump tank is 42"and the gallons per inch is 14.93 per product approval. <br /> The proposed pump settings provide a dose volume that is greater than 5 times the void volume and less than <br /> 20%of the design wastewater flow plus drain back.The extra 2.5"shall be added to any of the volumes in the <br /> tank. <br /> Note <br /> • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater <br /> particle size. Pursuant to outlet filter product approval stipulations,maintenance information must be given to <br /> the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening <br /> used to service the filter shall terminate at or above finished grade with a watertight cover. <br />