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Bail Bond Business Page 12 of 13 <br /> Our Project Number: LGS080549 <br /> January 13, 2009 <br /> 3.0 CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, percolation rates that meet the minimum EHD standards were achieved in the <br /> proposed septic disposal area. <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> indicates that the proposed development on the proposed parcels may cause a build up of <br /> nitrates in the aquifer above 10 mg/L-N. An engineered septic system designed to mitigate high <br /> nitrate levels will be required by the EHD. Our office has been contracted by the client to design <br /> the system. The plans for the system are forthcoming. / <br /> No group er was encountered in any of the borings drilled on the propertN. No II exists <br /> on the site. No ell water sample was analyzed. \ <br /> 4.0 LIMITATIONS <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> 902 Industrial Way •Lodi,CA 95240•209.367.3701 • Fax 209.369.4228 02008 Nei(O.Anderson&Associates,Inc <br />