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i <br /> , , ; <br /> �� ; <br />. . � <br /> . 1 <br /> , ! <br /> I <br /> I <br /> � <br /> � <br /> The manifold and suppiy {ine pipe must have b ck drainage to the pumping chamber. <br /> The distribution pipes shall have their ends ca ped. Be sure the rock and sand fill <br /> material are clean. The sod layer below the en ire mounded area must be tumed over, <br /> just break up the sod, be sure not to over work. <br /> � <br /> If the tanks have less than 2' of cover, the lids, isers & maintenance hole covers must <br /> be insulated to a value of R10. <br /> � <br /> I <br /> Cleanouts for each later must be installed 8� b�accessible from finish grade in an <br /> irrigation box with a ball valve. i <br /> � <br /> All neighboring wells are located greater than �00' away from the proposed treatment <br /> area. I <br /> i <br /> If� garba�ge dispusal is used, an effluent scre�n will be needed in the 2nd tank. <br /> I <br /> Keep all heavy equipment off of the proposed �reatment area before and after <br /> construction. The treatment area shoutd be marked off before construction. This <br /> Design is not valid &the system will need to bg relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatrr�nt occu�s. <br /> I <br /> i <br /> MANAGEMENT PLANS: I <br /> The tanks need to be pumped every 2 years. heck with your pumper to set up a <br /> schedule. <br /> System inspected for wet areas by owner 8� or Inspector as determined by the locat unit <br /> of government. ; <br /> i <br /> Any other requirements as determined by the ocal unit of government <br /> With proper installation and maintenance, thi� system should have no problem in <br /> treating septic effluent effectively. <br /> , <br /> I <br /> � � <br /> 2 ) <br /> � <br />