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- - — - - ---- — - — KL EINFELD ER <br /> CONCLUSIONS <br /> Based on the above evaluation, we conclude that wastewater produced by the proposed each <br /> fields should not have a nitrate as nitrogen (N) concentration at the groundwater level greater <br /> than 10 mg/l. The results of our percolation tests indicate that conventional septic tarWleach <br /> trench sewage disposal systems with seepage pits should adequately serve the proposed shop <br /> building and replacement area. The seepage pits should extend as deep as possible into the <br /> sandy soils underlying the site that were encountered at a depth of about 23.5 to 24 feet below <br /> 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 results <br /> are 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 R, INC. <br /> Ronald E. Loutz nhise , C.E. <br /> Staff Eng)96'e) <br /> Roneinzen, G.E. <br /> Senior Principal <br /> 6, No. 385 A <br /> Exp. 3.71-03 <br /> c <br /> Attachments <br /> 18492.GOI/ST02R254 July 18,2002 <br /> O 2002 Kleinfelder, Inc. Page 4 of 4 <br />