2019/01/18 - SANITARY - SAN - Repl Mound >24" - SAN-18-139

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August 14, 2018 CUST ID No. 224059 DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN HOLMEN WI 54636-9466 Contact Through Relay http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ATTN: POWTS Inspector Scott Walker, Governor Laura Guti6rrez, Secretary KEITH E STONER ZONING OFFICE KEITH STONER SOIL TESTING SANITARY DESIGN BURNETT COUNTY SPIA 23220 WOODCREEK RD 7410 CTH K #102 SIREN WI 54872-8728 SIREN WI 54872 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 08/14/2020 Transaction ID No. 3142163 Site ID No. 852362 SITE: Please refer to both identification numbers, Fitzpatrick 27283 Devils Lake Rd above, in all correspondence with the agency. Town of Oakland Burnett County , S34, T40N, R16W Lot: 12 and 13, Block: 1, Subdivision: Colters Sub FOR: Object Type: POWTS Individual Site Design Regulated Object ID No.: 1790096 Maintenance re uired• Replacement system• 600 GPD Flow rate; System(s): Mound CC! �kTI or rR q primp } Or. Cues -,L - The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative CoCIRR � Cv and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be conk and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. y - No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145. , stats. The following, conditions shall be met during_ construction or installation and prior to occupancy or use: • This system has been reviewed and approved as an Individual Site Design. The system shall be constructed in accordance with the approved plans and Ch. SPS 383, Wis. Adm. Code. • I concur with Keith Stoner that the fill soil is suitable for treating and moving effluent on this site. • An end -to- slope not to exceed 3%. Extended "K" slope is means to meet equivalency. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691-P (N.01/O1). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD- 10706-P (N.01/01). • Any tall grasses, leaves, and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined 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 preparation can proceed. If the site is too wet to prepare, do not proceed until it dries.