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� <br /> A purr�ping chamber will r�eed fi�be instatled to lift the effluer�t#o the treahrierrt area. <br /> The paw�er supply and switd�es must be loc�ed outside the menhole and pumping <br /> chamber in a v�er proof endosure. A waming de�ric�e must be instalied with a ligh# <br /> and sound devive,this is in cese af a pump failure. <br /> The manifold �rut suppiy line pipe rnust have badc drair�age to the pumping d�amber. <br /> The d�tribudon pipes shatf have their ends capped. Be sure the rodc and sand fill <br /> rnateriai are dean, The sod layer belo�w the errtire mounded are�a must be#urned over, <br /> just break up the sod, be sure nat M over w�ork. <br /> Atl neighboring w�efls are loi.afied gre�ter than 100'away fi�om the proposed treatmerrt <br /> area. <br /> Keep all heevy equiprr�errt off of the proposed tr�tmerrt are�a before and af�er <br /> construcfion. The treatrnent area should be marked off before c�nstru�#ion. This <br /> Design is n�valid �the system will need to be r�eloc�ted if fiailure to protect the areas <br /> Rroposed for On-Site Sewage Treatrnent occurs. <br /> With proper er�staltati�and mai�tenanoe, this system should have no problem in <br /> treating septic effluerrt elf�e�.fively. <br /> Nothing other than human waste, toilet tissue, laundry, slhow�ers, wa�r saf�ener etc. <br /> should be disposed of irrto the sep�c tanks. Recortrnend Iron fitters be divert�cl out of <br /> the system. Reoorrxnend to divert the water softner a�o if the iron filter is diverted. <br /> Garbage disposals are not recomrner�led, due fio adding mare sol"�ds�fine soiids <br /> passing through to tl�system. Excessive amouMs of soaps, antibacterial soaps, <br /> deaning agents, shaw�er dean�s used every sho�er�chbrine agerr�may ki�l tt� <br /> bacteria needed to treat septic ef�luent. A��dditives are no�reoomrnended. Recommer�d <br /> to pump�dean your tanks through the manhole by a oertified pumper every 2 years. <br /> Chedc with your pumper to set up a sd�edule. Recomme�nd iaunderir�g be 1'�mited to 3 <br /> to 4 loads per day. <br /> . C�,,L---- <br /> Steven B. Schim�ers <br /> 2 <br />