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J A M- 2 2- 9 3 F R I r 4: 2 0 P.07 <br />.r' DAVID L. NELSON AND ASSOCIATES, INC. <br />Consultint Entlnccrint GenlntY <br />October 10, 1990 <br />Project ele. 9490 <br />�w s <br />Within this site, the steep slopes as defined sppsar to occur within the <br />tsae'theasterly portion of tho site. We apecifiraully observed this area, and <br />parforrad test pits dosmalope of the proposed residence area, to ascertain our <br />opinion of the 01CPGS With respect to stability. The envirmsnttal sensitive <br />elments discussed previously were evaluated with respect to the steep slopeo. <br />Our opiniatt vas and is that the area is relatively stable, and would be <br />ispro through isplementation of the tecanie daticns for development as <br />Presented in our geotechnical evaluation report. <br />Additional Elemmte <br />We understand that Sara concern regarding existing fill within the site has <br />been raised. our explorations encountered soma evidence of fill within thgl <br />site, but not within the sensitive or steep slope portions of the site. ourl <br />previous geotedutical evaluation report discussed the areas of the fill, and <br />our rocannandations for mitigation. <br />No trust the above information is of one, and thank you for the opportunity to <br />be of service. If you have any question, or if we may be of further <br />assistance, feel froo to call on us at any time. <br />sinanly, <br />DAVID L. NELSON t. ASSOCIATES, INC. <br />David L. Nelson, Po <br />professional Engineering Geologist <br />DIMtken <br />