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August 22, 2007 <br /> NOA Project Number: E07109A <br /> E 4.2 Methods of Mitigation <br /> QBe�caus:-- of the result of themtrate loading calculation,no mitigation measures are warranted. <br /> . �--�----- w� <br /> �. 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Based on the assumptions discussed in this report, our office believes the proposed project will not <br /> cause a build up of nitrates above 10 mg/L-N in the ground water. We recommend the EHD <br /> guidelines be followed for the construction of a standard septic system. Groundwater was <br /> encountered at a depth of 7.5 feet. <br /> 4 <br /> ! 6.0 LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> f proposed development, the use of the subject property, and the site conditions as they existed at the <br /> f time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> f holes and percolation test results are representative of the subsurface conditions in the general area. <br /> - Our professional services were performed, our findings obtained, and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> i <br /> NEIL O.ANDERSON&.ASSOCIATES, INC. <br /> ! 1 Nanc maer,B.A. avid Welch,Principal Geologist <br /> Staff cientist CEG-2151, CHG-653,PGP-1049 <br /> �SS�pNAt GFaI <br /> a4 DAM J.WELCH <br /> * N0.2151 <br /> CERT1AF0 <br /> ENGINEERING <br /> GEOLOGIST <br /> OF CA11�0��P <br /> I � S <br /> I <br />