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�610 23: 37 7634975011 SPTESTINGINC PAGE 03/13 <br /> � The soils at a depth of 12" have a percolation rate of 20,0 mpi. <br /> If the tanks have fess than 2' af caver, the lids, risers � maintens�nce hole covers must <br /> be insulated #o a value of R10. <br /> Cleanouts for each later musfi be installed � be accessible from fnish grade in an <br /> irrigation box wi#h �a ball valve. <br /> All neighboring vrrells are (ocated greater than 100' away from the proposed treatment <br /> area, <br /> Keep all heavy equipment off of the proposed treatmenfi area before and after <br /> construc�ion. The treatment area should be marked off before construction. This <br /> Design is not valid &the sysfiem will need to be relocated if failure fio protec�#he areas <br /> proposed f�r C�n-Site Sewage Treatmenfi occurs. <br /> AI.IANA.G.E,Il���.T ��,ANS: <br /> The tanks need to be pumped every 2 years. Che�k with your pumper to set up a <br /> schedule. <br /> System inspect�d for wet areas by owner 8� or Inspector as determined by the local unit <br /> of gouernmenfi. <br /> Any ather requiremenfis as determined by the local unit of government <br /> Nvfihing other than human waste, fioilet tissue, laundry, showers, vvater softene� etc. <br /> should be disposed of into the septic tanks. Recommend Iron flters be diverted out of <br /> the system. Recommend to divert the w�ter softner a{so if the iron flter is� diverted. <br /> Garbage di$posals are not �commended, due to adding more solids &fine solids <br /> passing thraugh to the system. Excessive amourtts of soaps, antibact�rial soaps, <br /> cleaning agents, shower cleaners used euery shower&chlorine agents may kill the <br /> bacteria needed to treat septic efflu�ent. Additives are not recornmended. Recommend <br /> laundering be limited#0 3 to 4 loads per day. <br /> c� .. � ,. <br /> Steven B. Schirmers <br /> z <br />