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Our Lady of Sorrows Chapel <br /> Page 3 <br /> design maintains the required 5-foot separation between the leach line and high ground water. If <br /> any large events should occur (not accounted for in our estimate) at the site, we recommended <br /> portable chemical toilets be used to temporally supplement the septic system load. <br /> Limitations <br /> The conclusions of this report are based on the information provided regarding the <br /> existing and proposed development, the use of the subject property, and the site conditions as <br /> they existed at the time we excavated our test hole and performed the percolation test. It was <br /> assumed that the test hole and percolation test results are representative of the subsurface <br /> conditions in the general 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 /> If you have any�p'gsru C3F r comments, please do not hesitate to call. <br /> Jap •1• W�O`O�� Very truly yours, <br /> 'W y NEIL O. ANDERSON& ASSOC., INC. <br /> • No. 6884 • <br /> Uk pD <br /> �Cha �►�C t�- <br /> David Welch, M.Sc. <br /> Registered Geologist No. 6884 <br /> 1w <br /> UA No.448 9 <br /> UPis Neil . Anders <br /> �q CIV1�• Civi Engineer No. 44619 <br /> ,FC <br /> NOA:djw <br /> [s99196a.rpt] <br /> C" <br /> "S O G\ <br />