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Woodbridge Community Church <br /> Page 3 <br /> The conclusions of this report are based on the information provided regarding the <br /> proposed development, the use of the subject property, and the site conditions as they existed at <br /> the time we excavated our test hole and performed the percolation test. It was assumed that the <br /> test hole and percolation test results are representative of the subsurface conditions in the general <br /> area. <br /> Our professional services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or implied. Test findings and <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. <br /> Very truly yours, <br /> NEIL O. ANDERSON & ASSOC., INC. <br /> QRQFESS/p4 <br /> AND <br /> Ica 2 m Garret S.H. Hubbart <br /> I`r no.44 Staff Engineer <br /> SExp. L Q <br /> �9p Clv%V Q�1 <br /> F <br /> OFC <br /> Nei . Anders <br /> it Engineer No. 44619 <br /> NOA:gshh <br /> [soils\s9614.rpt] <br /> ?pE RSO <br /> P 'Y <br /> D N <br /> z W <br /> P <br /> 4SS0�� <br />