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. • � �I <br /> � I�� <br /> The1st tank will be a 2 100 allon trash tra dosin chamber reversed usin the 750 <br /> 9 P 9 9 <br /> gallons as a trash trap nd the 1250 gallons as a dosing chamber (pump #1) which will <br /> dose 15.6 gallons every 30 minutes with a timer to the Multi-Flo Unit. The effluent will <br /> flow gravity from the M�Iti-Flo to the 1500 gallon pumping chamber (pump.#2) which <br /> will pressurize the see�age bed. The power supply and switches must be located <br /> outside the manhole ar�d pumping chamber in a weather proof enclosure. A warning <br /> device must be installe'd with a light and sound device, this is in case of a pump failure. <br /> Two inspection pipes v�ill need to be installed, ane to the bottom of the sand fill and one <br /> to the bottom of the seepage bed. <br /> A water meter or event caunter will need to be installed to monitor daily water use. The <br /> homeowner is responsi le for the reading the meter. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. !, <br /> i <br /> Keep all heavy equipm nt off of the proposed treatment area before and after <br /> constru�tion. The trea nt area should be marked off before construction. This <br /> Design is not valid &th system will need to be relocated if failure to protect the areas <br /> proposed for On-Site S wage Treatment occurs. <br /> I <br /> Nothing other than hu an waste, toilet tissue, laundry, showers, water softener etc. <br /> should be disposed of�nto the septic tanks. Iron filters must be diverted out of the <br /> system. Recommend t� 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�oaps, anti-bacterial soaps, cleaning agents, shower cleaners <br /> used every shower & c�lorine agents may kill the bacteria needed to treat septic <br /> effluent. Additives are Inot recommended. The trash trap, Multi-Flo and pumping <br /> chamber will need to b� pumped out when the setable solids reach 50% in the unit. <br /> This will be determine at the time of the services. Laundering should be limited to 3 or <br /> 4 loads per day instea� of hydraulically overloading the system with many loads a day. <br /> j <br /> � <br /> C /�---��-�'3'�-I � <br /> Steven B. Schirmers � <br /> i <br /> i <br /> �', 2 <br /> i� <br />