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Safety and Buildings <br /> 10541N RANCH ROAD <br /> HAYWARD WI 54843 <br /> Nvisconsin TDD#:(608)264-8777 <br /> www.commerce.statemi.us/sb <br /> Department of Commerce www.wisconsin.gov <br /> Jim Doyle,Governor <br /> Cory L.Nettles,Secretary <br /> May 15,2003 <br /> CUST ID No.225851 ATTN.-POWTSInspector <br /> RICHARD HOPKINS ZONING OFFICE <br /> HOPKINS SAND&GRAVEL BURNETT COUNTY SPIA <br /> 27760 HWY 35 7410 CTH K#102 <br /> WEBSTER WI 54893 SIREN WI 54872 <br /> CONDITIONAL APPROVAL Identification Numbers <br /> PLAN APPROVAL EXPIRES:05/15/2005 <br /> Transaction ED No.865019 <br /> SITE: Site ID No.658707 <br /> Rich Georgeson Please refer to both identification numbers, <br /> 28025 Johnson Lake Rd above,in all correspondence with the agency. <br /> Town of Oakland <br /> Burnett County <br /> S23,T40N,RI 6W <br /> FOR: <br /> Description:New Mound,450 GPD <br /> Object Type:POWT System Regulated Object ID No.:901988 <br /> The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Co; a and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in <br /> chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements. <br /> � , 1 <br /> The following conditions shall be met during construction or installation and prior to occupancy or use: ;. i TMEr <br /> General Approval Conditions: p:l <br /> A <br /> • This system is to be constructed and located in accordance with the enclosed approved plans and with the Sir COR <br /> "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems"SBD-10691-P,- <br /> (N.01/01)and the"Pressure Distribution Component Manual for Private Onsite Wastewater Treatment <br /> Systems"SBD-10706-P(N.01/01). <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 down slope("I")dimension calculates to 10'and the down slope edge depth of the gravel calculates to <br /> 0.92'. <br /> Reminder <br /> • The orientation of the mound system must be such that the longest dimension is oriented along the surface <br /> contour per COMM 83.44(6)(a)2. <br /> • Limit activities in the area 15'beyond the down slope edge of the mound per Mound Component Manual. <br /> • Surface water drainage shall be diverted away from the system area per Mound Component Manual. <br /> • Materials shall conform to the requirements of COMM 84. <br />