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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 rock and sand fill <br /> materia! are clean. The sod layer below the entire mounded area must be turned over, <br /> just break up the sod, be sure not to over work. <br /> The City will require a filter screen at the outlet of the 2nd tanks. <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 after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatment occurs. <br /> With proper installation and maintenance, this system should have no problem in <br /> treating septic eftluent effectively. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. <br /> should be disposed of into the septic tanks. Recommend Iron filters be diverted out of <br /> the system. Recommend to divert the water softner also if the iron filter is diverted. <br /> Garbage disposals are not recommended, due to adding more solids & fine solids <br /> passing through to the system. Excessive amounts of soaps, antibacterial soaps, <br /> cleaning agents, shower cleaners used every shower & chlorine agents may kill the <br /> bacteria needed to treat septic effluent. Additives are not recommended. Recommend <br /> to pump & clean your tanks through the manhole by a certified pumper every 2 years. <br /> Check with your pumper to set up a schedule. Recommend laundering be limited to 3 <br /> to 4 loads per day. <br /> �/ " �.�:S�L_._-- <br /> Steven B. Schirmers <br /> 2 <br />