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LATERAL HEAD FLOW (Q) NUMBER OF SPACING <br />NUMBER (FT) GPM/ROLE 1/8" HOLES 1NCHES <br /> PER ~ALF <br /> <br />D1 13 0.67 15 49 3/4 <br />D2 14 0.69 14 53 1/2 <br />D3 15 0.71 14 53 1/2 <br />D~ 16 0.74 13 58 <br />D5 17 0.76 13 58 <br /> <br />CLOSING STATE~ENTS <br /> <br />THIS DISPOSAL SYSTEM SUGGESTS THE USE OF FILTERS LOCATED 1N TRE SEPTIC TANKS <br />AS A TRIAL USE OF NEW PRODUCTS AND AS A MEANS OF PREVENTING CLOGGED LINES. <br /> <br />THIS DISPOSAL SYSTEM SUGGESTS THE USE OF DOSING SIPHONS IN L1EU OF <br />ELECTRICALLY CONTROLED PUMPS. THE SIPHONS ARE LESS COSTLY AND TAKE <br />~DVANTAGE OF THE AVAILABLE SLOPE AT THE SITE. <br /> <br />THE HOLES IN THE DRAIN FIELD LATERALS ARE ALL THE SAME S1ZE AND THE SPACING <br />IS VARIED TO RESULT IN EQUAL FLOW CAPACITY BETWEEN LATERALS. THE ACTUAL <br />DRIVING HEAD IS NOT CRITICAL AS THE HOLE SPACING IS RELATIVE TO THE <br />DIFFERENCE IN ELEVATION BETWEEN LATERALS. <br /> <br />END <br /> <br /> <br />