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L <br /> KLEINFELDER <br /> The results of our percolation tests indicate that the proposed septic tank/leach trench sewage <br /> disposal system (with seepage pits as necessary) should adequately serve parcels 2, 3, and 4. A <br /> suitable soil condition for septic percolation tests is defined as a stratum capable of percolating <br /> water at a rate of 60 minutes per inch (min/inch) at a depth of up to 3.5 feet below existing site <br /> Lgrade or 30 minutes/inch for deeper tests. Because percolation tests meeting SJCEHD-criteria <br /> were not obtained, Parcel 1 will need to be addressed as described earlier in this report. <br /> 1f. 9. LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing <br /> development and on the site conditions. It was assumed that the percolation test results are <br /> representative of the subsurface conditions in the general area. <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. <br /> Respectfully submitted, <br /> LQROFESS/04v <br /> KLEIN LDER, I ��e ���G LpUT <br /> Na.64089 z z <br /> p <br /> .� CIVIL 'F <br /> Ronald E. Lout ser, C.E. <br /> LStaff Engineer OF CAl <br /> Reviewed by <br /> L � <br /> LGary H. Gulseth, G.E. <br /> Geotechnical Department Manager <br /> L REL:Ir <br /> Attachments <br /> 6. <br /> [r <br /> ` 36600.GO1/ST03RI537 October 16,2003 <br /> O 2003 Kleinfelder,Inc. Page 7 of 7 <br /> L <br />