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DAVID L. NELSON AND ASSOCIATES, INC. <br />Consuitin` EnSinccrinr Genlnry <br />October 10, 1990 <br />"WIL 1b. 9490 <br />Within this site, the steep slopes as definod appear to occur within tle <br />northeasterly portion of the sitn. We specifically observed this area, and <br />parfonred test pits dounslope of the proposed residence area, to ascertain our <br />opinion of the slopes with respect to stability. 7fi enviraexrontal sensitive <br />elements discussed previously wore evaluated with respect to the steep slopes, <br />our opinion was and is that the area is relatively stable, and would be <br />inproved through inplemantatioe of the rnuunudations for developrent as <br />presented in our geoledurical evaluation report. <br />We understand that sore concern regarding existing fill within the site has <br />been raised. Our explorations encountered some evidence of fill within the <br />site, but not within the sensitive or steep slope portions of the site. Our <br />previous gootedunical evaluation report discussed the areas of the fill, and <br />our reocenandations for mitigation. <br />We trout the above information is of use, and thank you for the opportunity to <br />be of service. If you have any questions, or if we may be of further <br />assistance, feel free to call on us at any time. <br />31Jwer+lp, <br />DAVID L. HM" i ASSOCIATES, INC. <br />�e; <br />David L. Nelson, Po <br />Professional Engineering Geologist <br />DLNslmel <br />JAN 22 '33 14:25 PAGE.007 <br />