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Joseph Olson D.B.A. <br /> Rusty Olson's--Soil and Percolation <br /> Testing <br /> Joseph J. Olson--MPCA License#810 <br /> 11481 Riverview Rd. NE,Hanover,MN 55341 <br /> (763) 498-8779 Fax (763) 498-8290 <br /> May 11,2011 <br /> 44 wn Road S.LLC. <br /> Pro osed Lo <br /> 445 Bro�vn oad S. <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is partially designed for a Type 1,five-bedroom home in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> Once the house size, location and primary septic site are chosen this design can be completed. <br /> The periodically saturated soils were located at 16-28 inches(mottled soil).Due to the periodically <br /> saturated soils,a pressurized mound system will need to be installed to treat the septic effluent.The bottom <br /> of the treatment area must be located at least 3' above the saturated soils. <br /> Due to limited space.The mound rock bed must be split into two 32 foot rock beds.The absorption area of the <br /> proposed rystem does not overlap.A retaining wall will be needed to keep the side toe five fee[from the property line. <br /> This system is designed with duel rock beds usina non-level pressure distribution.See design sheets.Use 7/32 <br /> inch perforations on the laterals.See desien sheets. <br /> The soils at a depth of 12"have a percolation rate averaging 8 MPI. <br /> All neighboring wells are located gseater than 50'away from proposed treatment area <br /> All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.A filter needs to be <br /> installed on the second tank Clean outs must be installed on the end of the laterals for maintenance. <br /> A pumpiog chamber will need to be installed to lift the effluent to the treafinent area.The power supply and switches <br /> must be located outside the manhole and pumping chamber in a weatherproof enclosure.A warning device must be <br /> installed with light and sound devices;this is in case of a pump failure.The manifold and supply line must have back <br /> drainage to the pumping chamber.The distribution pipes shall have their ends capped. Be sure the rock and sand fill <br /> materials are clean.The sod layer below the entire mounded area must be turned over,just break up the sod and be sure <br /> not to over work. <br /> Keep all heavy equipment off of the proposed treatment areas before,during and after construction <br /> With proper installation and maintenance,this system should have no problem in treating septic ei�luent effectively. <br /> Nothing other than gray water,(laundry,showers,etc.) Human water and toilet tissue should be disposed of into the <br /> septic tanks. Garbage disposals aze not recommended. Additives must not be used;they may cause hannful damage <br /> to your septic system. It is recommended that you pump tanks every two years. <br /> SinCerely> CI1'Y OF ORdNb <br /> ' SEPTIC P N VI V� <br /> . _ , h D ,���`�'��'; ,��� <br /> /'lr,r-�"�_--.-_..-...._......_... .. . �SL�EC�A�� ; <br /> �%'�f Joseph J.Olson DATE ��'!,l,PERMIT NO.,,,,,,,,,,,,,,,,,,,,,,,,,,,., <br /> APi'ROVED AS SUBMITTED <br /> � APPROVED WITH CORRECTtON9 AS NOTED <br /> NOT APPROVED-CORRECT&RESUB�IIT <br /> ' ��� These comments are for your information. All work shalt be donf <br /> *��LpG11i�w1� lNfi��rliClW'L�� in full comp(iance with all appticable septic and zoning code. <br /> Reyuirements including items not specifically noted in this revie+N. <br /> � �� KEEP THIS PLAN SET UN S1TE AT ALL TiMES <br />