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�✓ e./ h" KLEINFELDER <br /> i <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 /> 6. 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 /> I` LINIITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing <br /> L 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 /> 1 <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 /> L <br /> Respectfully submitted, <br /> QQ,OFESS/ON9 <br /> KLEINFELDER, IN , �Q`'� � & toU <br /> No.64089 y z <br /> L w 2 EXP.9-Ofi r;=, m <br /> 20 <br /> J� CIVIL 3 <br /> Ronald E. Loutze 'ser, C.E. 9TFOF CAME <br /> Staff Profession <br /> Reviewed by. FESS/ <br /> E? No.2283 2 m <br /> EXP 6-05 <br /> V. s , * f''' Pv <br /> cot cal Department OTECFIN�� <br /> FOF CAUF�� <br /> REL:lr <br /> Attachments <br /> L <br /> 6, <br /> 4 <br /> 6. 35228.G01/ST03R1508 October 14,2003 <br /> L <br /> ©2003 Kleinfelder,Inc. Page 6 of 6 <br /> 4 <br />