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DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT <br />SYSTEM (SSTS) <br />PREPARED BY: <br />CHB'S SEPTIC SERVICE LLC. <br />Pence! "Chip- Rentgn <br />16762 Babcock Ave. <br />Lester Pnlriq MN 55354 <br />95L20041176 <br />ch'osevncn mell_com <br />Minnesota Pollution Control Agency Individual Sewage <br />Treatment System License No. 20M <br />For: <br />David Williams <br />Olson Construction <br />Ron Olson <br />952-448-6674 <br />Caution of proposed septic system site: <br />PIUP 3211823440005 <br />3360 Watertown Road <br />Orono, MN 55356 <br />This site will be designed for an Above Grade Drain field <br />The site must remain protected until construction begins. <br />(This is the responsibility of the owner and or General Contractor) <br />This site evaluation was completed on August 20, 2020. It is for a Type 3 dwelling with <br />and es8mated Row of450 gallons per day. Soils infornadon indicated filled and mixed <br />axils. This system will be considered An Other System, and a Monitoring and <br />MRigation plan will need to be developed and signed by the homeowner. An above <br />grade drainfield will be used to meet the 3 -foot separation from the seasonal high <br />watmable as required by MPCA Agency Rules and Standards. Chapter 7080,81. <br />The Mound Systemdesignmuis42feetwidewtalengthof62fw. Pin Flagshave <br />marked the location of the soil borings, plus the boundary of the rockbed. <br />The proposed system will require (1) 2000 -gallon pre -cast split compartment septic tank, <br />and (1)1000 gallon protest Pumptmtk Thepump will need to be sizedmdeliver 29 <br />gdlons per minute with a lift of 26 feet of tocol head. <br />