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DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT <br /> SYSTEM (SSTS) <br /> PREPARED BY: <br /> CHIP'S SEPTIC SERVICE LLC. <br /> Pernel"Chip" Hentges <br /> 16762 Babcock Ave. <br /> Lester Prairie,MN 55354 <br /> 952-200-317b <br /> chipseptic@gmail.com <br /> Minnesota Pollution Control Agency Individual Sewage <br /> Treatment System License No. 2064 <br /> For: <br /> Gabriel Jabbour <br /> 985 Tonkawa <br /> Long Lake, MN 55356 <br /> Location of proposed septic system site: <br /> 440 Big Island <br /> Orono, MN <br /> This site is designed for Above Grade Mound System <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 July 22, 2013. It is for a type one dwelling with <br /> and estimated flow of 600 gallons per day. Soils information indicated a seasonal water <br /> table at 18 inches. A Mound System will be required to meet the 3- foot separation from <br /> the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter <br /> 7080, 81. <br /> The Mound System design area is 46 feet wide with a length of 60 feet. Pin Flags have <br /> marked the location of the soil borings,plus the boundary of the system. <br /> The proposed system will utilize the existing 2000 gallon capacity septic tanks and the <br /> 1000 gallon dosing tank. The pump will need to be sized to deliver 29 gallons per minute <br /> with a lift of 14 feet of total head. <br /> The setback for the well from the septic system area must be a minimum of 50 feet for <br /> both the septic tanks and the absorption area. The septic tanks will need to be at least 10 <br /> feet from the edge of the house and the absorption field must be 10 feet away from <br />