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, <br /> The1st tank will be a 1500 gallon trash trap dosing chamber reversed using the 500 <br /> gallons as a trash trap and the 1000 gallons as a dosing chamber which will dose 12.5 <br /> gallons every 30 minutes to the Multi-Flo Unit. An anti-siphon device will need to be <br /> used (see attached diagram). The effluent will flow gravity from the Multi-Flo to the <br /> 1500 gallon pumping chamber which will pressurize the seepage bed. The power <br /> supply and switches must be located outside the manhole and pumping chamber in a <br /> weather proof enclosure. A warning device must be installed with a light and sound <br /> device, this is in case of a pump failure. <br /> The mitigation plan is by using the 1500 gallon pumping chamber allows the effluent to <br /> be stored during peak use and pumped to the system during low water use periods. A <br /> timer could also be added to reduce the amount of effluent pumped to the system. <br /> A water meter will need to be installed to monitor daily water use. <br /> The soils at a depth of 12" have a percolation rate of 14.1 mpi. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> Keep all heavy equipment off of the proposed treatment area before and after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatment occurs. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. <br /> should be disposed of into the septic tanks. Iron filters must be diverted out of the <br /> system Recommend to divert the water softner also. Garbage disposals are not <br /> recommended, due to adding more solids &fine solids passing through to the system. <br /> Excessive amounts of soaps, anti-bacterial soaps, cleaning agents, shower cleaners <br /> used every shower & chlorine agents may kill the bacteria needed to treat septic <br /> effluent. Additives are not recommended. The trash trap, Multi-Flo and pumping <br /> chamber will need to be pumped out when the setable solids reach 50% in the unit. <br /> This will be determined at the time of the services. <br /> Cy�� • �� <br /> Steven B. Schirmers ��a�� <br /> .�-.e�� �rNw�s��� <br /> ef�oo�+r�wa��a n�s e�, <br /> 2 <br />