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. � <br /> The manifold and supply line pipe must have back drainage to the pumping chamber. <br /> The distribution pipes shall have their ends capped. Be sure the rack and sand fill <br /> material are �lean. The sod layer below the entire mounded area must be turned over, <br /> just br�ak up the sod, be sure not to over work. <br /> If the tanks h�ve less than 2' of cover, the lids, risers & maintenance hole covers must <br /> b� insulated to a value of R10. <br /> An effluent s�reen will be needed at the outlet of the 2nd tank, which ne�ds to be <br /> cleaned 2 tirr�es a year if a garbag� di�posal is instalted. <br /> Cleanauts for each later must be installed & be accessibl� from fini�h grade in an <br /> irrigation box with a ball valve. <br /> All nPighboring wells are locat�d greater than 100' away from th� �roposed treatment <br /> area. <br /> Keep all heavy equipment Off of th� proposed treatment are� before and after <br /> construction. The treatment arPa should be marked off before construction. This <br /> Design is no�valid &the system will need to be relocated if failure to �rotect the areas <br /> proposed for On-Site Sewage �reatment occurs. <br /> AM NAGEMENT PLANS: <br /> The fianks n�ed to be pumped every 2 years. Check with your pumper tca set up a <br /> schedul�e. <br /> System insp�cted for wet areas by owner & or In�pector �s determined by the local unit <br /> of government. <br /> Any ather rec�uirements as determined by the local unit of government <br /> With proper installation and maint�nance, this system shauld have no problem in <br /> treating septic effluent effectively. <br /> 2 <br />