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DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT <br /> SYSTEM (SSTS) <br /> PREPARED BY: ���'l ��'lX � <br /> �r,r��j haU�e� � n � � <br /> CHIP'S SEPTIC SERVICE LLC. � l <br /> Pernel "Chip" Hentges � � ��/,��f <br /> 16762 Babcock Ave. Y� � � / <br /> Lester Prairie, MN 55354 �! ' �C� �� I � <br /> 952-200-3176 ��� ��/4Q� <br /> /� <br /> Minnesota Pollution Control Agency Individual Sewage <br /> Treatment System License No. 2064 <br /> For: <br /> M & M Home Constractors Inc. <br /> P.O. Box 90 <br /> 413 Paul Ave South <br /> Cologne, MN 55332 <br /> Location of proposed septic system site: <br /> PID#3111823420012 <br /> 4220 Chippewa Lane <br /> Orono, MN 55359 <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 evaluated on March 22, 2016. It is for a type one dwelling with <br /> and estimated flow of 750 gallons per day. Soils information indicated a seasonal water <br /> table at 26 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 42 feet wide with a length of 92 feet. Pin Flags have <br /> marked the location of the soil borings, plus the boundary of the system. <br /> The proposed system will require (1) 1500 gallon septic tank, (1) 1000 gallon septic tank, <br /> and (1) 1500 gallon dosing tank. The tanks cannot be deeper than 4 feet from ground <br /> elevation, and manholes must come to the surface, but be higher to not allow surface <br /> water to enter manholes. The pump will need to be sized to deliver 36 gallons per <br /> minute with a lift of 15 feet of total head. An effluent filter must be installed in the <br /> second tank with an alarm system. The filter must be checked and cleaned on routine <br />