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The supply line will need to be a directional bore. The supply line will have 50' of <br /> drainback at the mound. <br /> Insulate the first 20' of the supply line from#he tank. <br /> The existing tanks will need to be abandoned, pumped 8� fill with soil. <br /> Due to limited space, recommend Iow water use facilities be installed. Low flush toilets, <br /> shower heads, etc. <br /> The tanks witl need to be high water table Iow profile. <br /> If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must <br /> be insulated to a value of R10. <br /> Cleanouts for each later must be installed & be accessible from finish grade in an <br /> irrigation box with a ball valve. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> If a garbage disposal is used, an effluent screen will be needed in the 2nd tank. <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 wifl need to be relocated if failure to protect the areas <br /> proposed for On-Site 5ewage Treatment occurs. <br /> 2 <br />