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�I1S SYSTEM IS DESIGNED fOR <br /> ,�j.,8E0R00A�S. ANY tNCREASE tN NUMBER <br /> ���GI��li�i iWS t�ESIG�. <br /> The 1st existing 1000 gallon tank will be used as a trash trap. The 2nd 1000 gallon <br /> tank will have a pump installed which will pump 19 gallons every 30 minutes to the <br /> Multi-Flo using a timer. The effluent will then flow gravity back to the existing pumping <br /> chamber which will pump to the trenches. The existing trenches must be opened up <br /> and jetted to remove as many solids as possible. If this has already been completed it <br /> does not have to be done again. <br /> A water meter must be installed to monitor the daily water use. <br /> Inspection pipes must be installed to monitor at each trench. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <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 /> effluerit. 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 /> �his will be determined at the time of the services. <br /> C���- . <br /> Steu�n B. Schirmers <br /> 2 <br />