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05-19-2021 Septic Design
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05-19-2021 Septic Design
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Last modified
8/22/2023 4:19:28 PM
Creation date
10/25/2021 3:55:16 PM
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2150 Sixth Ave N
Document Type
Septic
PIN
2711723310027
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SP TESTING INC. <br />Steven B. Schirmers -951 Katydid Lane NE -St. Michael, MN 55376 <br />Cert. No 627 - State License #394 - Phone 763-497-3566 - Fax 763-497-5011 <br />www.sptesting.wastewater@comcast net- schirmerswastewater.com <br />December 28, 2017 <br />Taryn Nyland <br />Lot 2, Block 1 <br />Phillips Woodland Terrace 3rd' Add. <br />Orono, MN <br />This onsite sewage treatment system is designed for a Type 1 system, Type 1, S <br />bedroom home in accordance with the Minnesota Pollution Control Agency chapter <br />7080 & local ordinances. <br />The soils on this site are a clay loam. The seasonally saturated soil, mottled soil <br />(redox features) were present at a depth of 18" to 22". A pressurized mound system <br />will be installed. The bottom of the treatment area must be located at least 3' above <br />mottled soil. <br />A pumping chamber will need to be installed to lift the effluent to the treatment area. <br />The power supply 8r switches must be located outside the manhole & pumping <br />chamber in a weather proof enclosure. A warning device must be installed with a <br />light & sound device, this is in case of a pump failure. <br />The manifold & supply line must have back drainage to the pumping chamber. Be <br />sure the rock & sand fill material are clean. The sod layer below the entire mounded <br />area must be turned over, just break up the sod. <br />All property lines must be located prior to installation. <br />If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers <br />must be insulated to a value of RIO. <br />Cleanouts for each lateral with a sleeve must be insulated & be accessible from <br />finished grade in an irrigation box with a ball valve. <br />
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