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Cleanouts for each later must be installed & be accessibie from finish grade in an <br /> irrigation box with a ba{t valve. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area, <br /> If a garbage dispoSal is used, an effluent screen will be needed in the 2nd tank. <br /> Keep ail 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 /> MANAGEMENT PIJ�NS: <br /> The tanks ne�d to be pumped every 2 years. Check with your pumper to set up a <br /> �chedule. <br /> System inspe�cted for wet areas by owner & or Inspector as d�termined by the local unit <br /> of government. <br /> Any other requirements as determined by the local unit of government <br /> With proper installation and maintenance, this system should have no problem in <br /> treating septic effl�aent effectively. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. <br /> shou{d be di�°,posed of into the septic tanks. Recommend Iron filters be diverted out of <br /> the system. �ecommend to divert the water sof�ner also if the iron filter is diverted. <br /> Garbage disposal� are not recommended, due to adding more solids &fine solids <br /> passing throi�gh ta the system. Excessive amounts of soaps, antibacterial soaps, <br /> cleaning agents, shower cleaners used every shower & chlor�ine agents may kill the <br /> bacteria ne�ded to treat septic effluent. Additives are not recommended. Recommend <br /> lauridering b�� limified to 3 to 4 loads per day. <br /> Steven B. SGhirm�rs <br /> 2 <br />