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KLEINFELDER <br /> standards. Furthermore, the results of our percolation tests indicate that a conventional septic <br /> tank/leach trench sewage disposal system with seepage pits should adequately serve the proposed <br /> development. The seepage pits should extend to the sandy soils underlying the site that were <br /> encountered at depths ranging from about 9 to 12 feet below site grade. <br /> LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development and on the site conditions. It was assumed that the percolation test result <br /> is 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 /> l)FESS/pry <br /> KLEINFE DER, IN <br /> No. 2283 = z <br /> �gT�TFCHN��P <br /> cote al Department Man Q CAl.1F <br /> GHG:lr <br /> Attachment <br /> 204585-01.G01/201IR602 November 21,2001 <br /> O 2001 Kleinfelder,Inc. Page 4 of 4 <br />