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� , <br /> y . .. <br /> The soils at a depth of 30" have a percolation rate averaging 30.6 mpi. <br /> A pumping chamber, a minimum 1000 gallon tank will need to be installed to lift the <br /> septic effluent to the treatment area. The power supply and switches must be located <br /> outside the manhole and pumping chamber in a weather proof enclosure. A warning <br /> device must be installed with a light and sound device, this is in case of a pump failure. <br /> A minimum of 2-1000 gallon holding tanks will be needed. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. Both of these sites use lake water. <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 /> With proper installation and maintenance, this system should have no problem in <br /> treating septic eftluent effectively. <br /> Nothing other than gray water (laundry, showers, etc.) should be disposed of into the <br /> septic tanks. Garbage disposals are not recommended, due to adding more solids & <br /> fine solids passing through to the system. Excessive amounts of soaps, cleaning agents <br /> & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not <br /> recommended. Recommend to pump & clean your tanks through the manhole by a <br /> certified pumper every 2 years. Check with your pumper to set up a schedule. <br /> ��� • <br /> Steven B. Schirmers <br /> 2 <br />