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f K9 KL EINFELDEIt <br /> location are as summarized below. A copy of our field percolation test results forP-1 and P-2, <br /> along with a pian showing the approximate test hole locations, are attached. <br /> 0,4est Number I i 3,De t1>` feet Percolatidn Rate minute/inch "=i <br /> P-1 3.2 125 <br /> P-2 9.5 15.6 <br /> P-3 25 25 <br /> The above test results and our observations indicate that the percolation characteristics of the <br /> upper clays and silts will not meet the minimum SJCPHS percolation criteria (minimum 60 <br /> minutes/inch or faster) for on-site sewage disposal. The percolation characteristics of the <br /> underlying silty sand encountered at a depth of about 9 feet below site grade satisfies SJCPHS <br /> criteria. Accordingly, sewage leach trenches should either extend as required into the silty sand <br /> f stratum or shallow trenches connected to seepage pits that extend into the silty'-sand will be <br /> required. <br /> This completes the scope of work requested. Our work was performed in general accordance <br /> with the standard of care that exists in San Joaquin County. No other guarantee;or warranty, <br /> expressed or implied is made. If you have any questions or if we can be of further assistance, <br /> please contact our office. <br /> Respectfully submitted, <br /> KLEINFE ER I Nr- D <br /> H G e , G. . <br /> cot al Department Manager <br /> GHG: r <br /> Attachment <br /> 1 <br /> 30218/ST02R412 August 23,2002 <br /> ©2002 Kleinfe[der,Inc. Page 2 of 2 <br /> I <br />