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12,/12/2008 11:40 2094769429 KENNETH N MELEYCO PAGE 11 <br /> Fax sent by 51084546669 BONWAU D IMON n1,15-08 1L :15 Pg: 9/9 <br /> TA91,E 7w2 <br /> RECQW-NDED RATE5 OF WASTEWATER APPLICATION <br /> Pak TRENCH ANO BE1► BOTTOM AREAS (4){II)AIZ1a <br /> Soil Texture Percolatian Applicatton <br /> Rate Rateb <br /> m1n/in- gpd/ftZ �rhPs <br /> QGt y <br /> Grave.} eaarse sand �IJ <br /> Not suitable(' <br /> 4 Coarse to medium sand 1 - 5 1,2 <br /> Sine sand, loamy sand 6 is <br /> 0.8 (. Z <br /> sdMey loam, loam 1.6 0.6 <br /> LIORm. Pbraus s91r. lapm 31 - 60 <br /> 0.45 <br /> silty clay loam, clay loamw $1 - 120e <br /> p.2 Ca.3L <br /> a MdY be suitable esti,tates for sidewall inTiltratlon rates. <br /> n Rates based on septic tank effluent from a damestic wa%te <br /> source. A Factor or safety may be desirable for ,testes of <br /> significantly different character. <br /> c $0114- with percolation rates q 1m18/1n. Can 6e used if The <br /> I tail i5 replaced wish a suitably thick can <br /> ft) layer of 1pamry <br /> j send or sand. <br /> i <br /> d Soil% without expandable clays, <br /> e llleSe soils may be easily damaged dur1ng construction, <br /> 4 <br /> 21.d <br />{ <br />