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KENNETH G. OSBORNE & ASSOCIATES <br />February L0, 198 9 <br />LagerLof construction <br />1607-L E. Edinger <br />santa Ana, california 92705 <br />Attention: ltr. Lagerlof <br />Subj ect :Final Soils Report <br />Kleenline Industrial Building <br />3220 5- Fairview Street <br />santa Ana, California <br />Dear l.tr. Lagerlof : <br />Attached to this letter You wilI <br />following reports which constitute our <br />for the subject proj ect. <br />find copies <br />Final Soils <br />of the <br />Report <br />L. ceotechnical Report <br />January 28, 1988. <br />of Rough Grading dated <br />2 Interj.or Sewer Trench Density Tests letter dated <br />April 26, 1,988. <br />3 on-site Exterior sewer and water trenches <br />off-Site Exterior conmon Electric and <br />Trenches letter dated June 20, 1,988. <br />and on and <br />Te lephone <br />4. Subgrade and water Trench Density Testing letter <br />dated September 20, 1988. <br />Based on the results of tests presented in these <br />reports, it is the opinion of this engineer that the <br />earthrrork, utility trench backfills, and pavement area <br />preparation have been performed in accordance with the <br />reconmendations of this firn and the city of Santa Ana <br />crading ordinance. The site is considered suitable for <br />support of the structure and improvenents. <br />Job No. 4871,Page 1 <br />GEOTECHN ICAL E NGIN EERING 17141 MURPHY AVENUE IRVINE. CALIFORN IA 92714 \714) 174-2001 <br />I <br />I <br />L <br />I <br />I <br />I