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KLEINFELDER <br /> distance, shallow water depths, and the relatively low nitrate-nitrogen levels calculated, we <br /> anticipate that the impact to water bodies will be minimal and no remediation will be necessary. <br /> The results of our percolation tests indicate that the proposed septic tank/leach trench sewage <br /> disposal system, with or without seepage pits, should adequately serve the facility. A suitable <br /> soil condition for septic percolation tests is defined as a stratum capable of percolating water at a <br /> rate of 60 minutes per inch (min/inch) at a depth of up to 3.5 feet below existing site grade or 30 <br /> min/inch for deeper tests. <br /> LEMTATIONS <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 /> KLEINFEL INC. , OFESS�pN <br /> 9� <br /> Gu�`PP Fy <br /> c t No.2283 x z <br /> or IXP.6-05 m <br /> or <br /> 0,F <br /> t cal Departmen <br /> F CAL\F <br /> Jr <br /> Attachments <br /> 35228.G01/ST03R1508 October 14,2003 <br /> ©2003 Kleinfelder,Inc. Page 6 of 6 <br />