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, <br /> The manifold & supply line must have back drainage to the pumping chamber. The <br /> distribution pipes shall have their ends capped. Be sure the rock & sand fill material <br /> are clean. The sod layer below the entire mounded area must be turned over,just <br /> break up the sod. <br /> If the tanks have Jess than 2' of Cover, the lids, risers & maintenance hole covers <br /> must be insulated to a value of R10. <br /> Cleanouts for each lateral must be insulated & be accessible from finished grade in <br /> an irrigation box with a ball valve. <br /> All neighboring wells are located greater than 100' away from the proposed <br /> treatment area. <br /> Keep all heavy equipment off oflthe 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 <br /> sites for new on-site sewage systems. <br /> MANAGEMENT PLAN: <br /> The tanks need to be maintained at a minimum of 1 time every 2 years, check with <br /> you pumper to set up a schedule. <br /> System inspected for areas by owner & or Inspector as determined by the local unit <br /> of Government. <br /> Any other requirements as determined by the local unit of Government. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softners etc. <br /> should be disposed of into the system. Recommend iron filters be diverted out of the <br /> system. Garbage disposals are not recommended. Excessive amounts of soaps, <br /> antibacterial soaps, cleaning a ents, shower cleaners used every shower & chlorine <br /> agents may kill the bacteria needed to treat septic effluent. Additives are not <br /> recommended. Recommend laindering be limited to 3 to 4 loads per day. <br /> Thank You <br /> Steven B. Schirmers <br />