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All property lines will need to be located prior to installation. <br /> Inspection pipes will need to be installed to the bottom of the sand fill and bottom of the <br /> rock bed. <br /> The1st existing tank 1000 gallon will be used a� trash trap. The second 1000 gallon <br /> tank will be a dosing chamber (pump #1) which will dose 15.6 gallons every 30 minutes <br /> with a timer to the Multi'Flo Unit. The effluent vioill flow gravity from the Multi-Flo to the <br /> new 1500 gallon pumping chamber (pump #2) which will pressurize the seepage bed. <br /> The existing pumping ch�mber will be abandoned, pumped &filled with soil. The <br /> power supply and switches mu�t be located out�ide the manhole and purnping chamber <br /> in a weather proof enclosure. A warning device must be installed with a light and <br /> sound device, this is in'case of a purrap failure. <br /> The Mitigation Plan is If hydraulic overloading would occur, a timer could be installed to <br /> reduce the amount of effluent pumped to the system and also by using the 1500 gallon <br /> pumping chamber allows the effluent to be stored during peak use and pumped to the <br /> systerr� during low wat�r use periods. Tk�e second would be to install holding tanks. <br /> A water met�r will need to be installed to monitnr daily evater use. The homeowner is <br /> responsible for the water meter readings. <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 aft�r <br /> construction. The treatment area should be marked off before construction. This <br /> Design is npt valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site �ewage Treatment occur�. <br /> 2 <br />