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LATERAL HEAD FLOW (q) NUMBER OF SPACING <br />N ~MBE~ (FT) GP~/80LE 1/8" BOLES 1NCRES <br /> PER HALF <br /> <br />D1 13 0.67 15 ~9 3/4 <br />02 1~ 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 />CLO~ING STATEMENTS <br /> <br /> TRIS DISPOSAL SYSTEM SUGGESTS THE USE OF FILTERS LOCATED iN TRE SSPTIC TANKS <br /> AS A TRIAL USE OF NEW PRODUCTS AND AS A MEANS OF PREVENTING CLOGGED LINES. <br /> <br /> THIS DISPOSAL SYSTEM SUGGE~S TBS USE OF DOSING SIPHONS IN L1EU OF <br /> ELECTRICALLY CONTROLED PUMPS. THE SIPHONS ARE LE~ COSTLY AND TAKE <br /> ~DVARTAGE OF THE AV~IT.aRLE SLOPE AT TItlE SITE. <br /> <br /> THE ROLES IN THE DE,IN FIELD LATERALS ARE ALL THE SAME SiZE AND T~$ SPACING <br /> IS VAR1E~ TO RESULT IN EQUAL FLON CAPACITY BETWEEN LATERALS. THE ACTUAL <br /> DRIVING HEAD IS NOT CRITICAL AS THE ROLE SPACING IS RELATIVE TO THE <br /> DIFFERENCE IN ELEVATIOM BETWEEN LATERALS. <br /> <br />END <br /> <br /> <br />