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GEOTECHNICAL <br /> NEIL O. ANDERSON ENVIRONMENTAL <br /> A N D A S S O C I A T E S INSPECTIONS a TESTING <br /> V <br /> LABORATORY SERVICES <br /> POOL ENGINEERING <br /> POST TENSION DESIGN <br /> April 7, 2006 <br /> NOA Project Number: E06020A <br /> 4.0 DISCUSSION OF NITRATE LOADING RESULTS <br /> 4.1 Total Nitrate Impact <br /> ` Based on the method and assumptions described, the result of the ni� lance indicates <br /> that the proposed development on the proposed parcels should-not cause a build up of nitrate in the <br /> ground water above 10 mg/L-N over the long term. <br /> 4.2 Methods of Mitigation <br /> Because of the favorable result of the nitrate loading calculation,no mitigation measures are <br /> warranted. <br /> 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> ` Our office concludes that the proposed project will not cause a build up of nitrates above 10 <br /> mg/L-N in the ground water over the long term. We recommend the EHD guidelines be followed <br /> for the construction of the septic system. is suitable for standard septic systems tilizing <br /> ` shallow leach lines or a filter bed design.iNr ' be allowed in this area by the EH1�No <br /> groundwater was encountered at a depth'of-8:5 feet. <br /> 5.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can be <br /> how found on the cover sheet at the front of this package. <br /> 5.2 Attachments <br /> fto <br /> All required attachments and appendices can be found at the rear of this package. <br /> aw <br /> I_ <br /> 6. <br /> 8 <br /> LODI ■ SACRAMENTO ■ MODESTO <br /> ENVIRONMENTAL DIVISION 902 Industrial Way,Lodi,(:alifornia 95240 0 209.367.3701 0 209.369.4228 0 www.noar <br />