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QFQARTMF�r <br /> Wisconsin Department of Safety and Professional Services . Phone:608-266-2112 <br /> Division of Industry Services �o� T Web:bttp://dst)s.wi.gov <br /> 4822 Madison Yards Way 3 K Email:dsps@,wisconsin.gov <br /> PO Box 7302 <br /> Madison,WI 53707 9� Tony Evers,Governor <br /> NA Dan Hereth,Secretary <br /> '^�SIOL <br /> August 20,2024 <br /> CUST ID NO.: 851954 Identification Numbers <br /> ROSS JEREMY TOLLANDER Plan Review No.:PWTS-082401908-C <br /> 6881 AUSTIN LAKE RD Application No.:DIS-082436508 <br /> WEBSTER,WI 54893 Site ID No.: SIT-134485 <br /> Please refer to all identification numbers in each <br /> correspondence with the Department. <br /> CONDITIONAL APPROVAL <br /> PLAN APPROVAL EXPIRES:08/20/2026 <br /> Conditionally <br /> MUNICIPALITY: APPROVED <br /> TOWN OF MEENON DEPT.OF SAFETY AND PROFESSIONAL <br /> SERVICES <br /> 13URNETT COUNTY DIVISION OF INDUSTRY SERVICES <br /> SITE: <br /> BOB MAURER MOUND PLAN <br /> 25428 OLD 35 <br /> WEBSTER,WI 54893 SEE CORRESPONDENCE <br /> SEC.29 T39N R16W <br /> FOR: <br /> Design Wastewater Flow Value:450 Mound Component Manual-Version 2.1 (May 2022-2027) <br /> Bedrooms:3 <br /> Limiting Factor(s):27 inches <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 /> • This system is to be constructed and located in accordance with the approved plans,and the"Mound Component Manual for <br /> POWTS(Version 2.1),(May 2022-2027)". <br /> • The pressure network is to be constructed in accordance with publications"Pressure Distribution Component Manual for POWTS <br /> (Version 2.1);(May 2022-2027)"and/or the sizing methods of publication"SSWMP Publication 9.6 Design of Pressure <br /> Distribution Networks for ST-SAS(01/81)". <br /> • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. <br /> 145.19,Wis.Slats. <br /> • Prior to the construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches.Proper soil moisture <br /> content can be determined by rolling a soil sample between the hands.If it rolls into a'/4-inch wire,the site is too wet to prepare. <br /> If it crumbles,site preparation can proceed.If the site is too wet to prepare,do not proceed until it dries. <br /> • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated <br /> county official in accordance with the provisions of Sec. 145.20(2)(d),Wis.Slats. <br /> • A state-approved effluent filter is required.Maintenance information must be given to the owner of the tank explaining that <br /> periodic cleaning of the filter is required. <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 />