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' . . �. <br /> r � <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 rock and sand fill <br /> material are clean. The sod layer below the entire mounded area must be tumed over, <br /> just break up the sod, be sure not to over work. <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 shoutd be marked off before constru�#ion. 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 effluent effectively. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. <br /> should be disposed of into the septic tanks. !ron filters must be diverted out of the <br /> system. Garbage disposa�s are not recommended, due to adding more solids 8�fine <br /> solids passing through to the system. Excessive amounts of soaps, anti-bacteriat <br /> soaps, cleaning agents & ch{orine agents may kil!the bacteria needed to treat septic <br /> effluent. Additives are not rec�ommended. Recommend to pump &clean your tanks <br /> through the manhole by a certified pumper every 2 years. Check with your pumper to <br /> set up a schedule. <br /> C�""—�• � <br /> Steven B. Schirmers <br /> 2 <br />