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February 6, 2006 <br /> NOA Project Number: E05173A <br /> 7.0 CONCLUSIONS <br /> In summary, a satisfactory percolation rate was achieved for proposed Parcels 2 and 3. Proposed <br /> Parcels 1,4, 5 and 6 will require a satisfactory percolation test or engineered septic system design" <br /> mitigate the slow percolation rate. The depth to ground water is unknown for the site but is <br /> anticipated to be approximately 8 to 10 feet in this area. <br /> I <br /> 6. A water sample obtained from the domestic well indicated that nitrate concentration of the ground <br /> water was below maximum drinking water standards. No DBCP was detected in the water sample. <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 all <br /> other warranties either expressed or implied. Test findings and statements of professional opinion do <br /> 6. not constitute a guarantee or warranty, expressed or implied. <br /> L NEIL O.ANDERSON&ASSOCIATES, INC. <br /> ` W — <br /> David Welch,Principal Geologist <br /> CEG-2151, CHG-653, GP-1049 <br /> v <br /> L <br /> L. <br /> L. <br /> 10 <br /> L. <br /> L <br />