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May 2,2007 <br /> NOA Project Number: E07040B <br /> 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved in the primary septic disposal <br /> area of the site. The septic disposal area of the proposed parcel appears suitable for a standard <br /> septic system. <br /> No ground water was encountered in boring drilled on the property. The depth to ground water was <br /> found to be between approximately 60 and 70 feet below the ground surface for the period of Fall <br /> 1998 and Spring 1999. No wells exist on site; no water sample was sampled or analyzed. <br /> 8.0 LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> 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 /> NEIL O.ANDERSON&ASSOCIATES, IN . <br /> Nan y mer, vid Welch,Principal Geologist <br /> Staff cientist CEG-2151, CHG-653,PGP-1049 <br /> o��SS�pNAL GFoo <br /> l <br /> a� DAVID J.WELCH <br /> * N0.2151 <br /> CERTIFIED <br /> ENGINEERING <br /> GEOLOGIST <br /> Do<CAL1F4��\P <br /> 8 <br />