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File No. A7-1909-J1 November 3, 1987 <br /> lurching or lateral spreading in that area. Additional study should be <br /> undertaken to father evaluate that potential . <br /> l <br /> 8. Subsidence of settlement at the subject site could take place as a <br /> result of fault movement or seismically induced settlement. Regional <br /> subsidence or uplift caused by differential vertical movement along a <br /> fault takes place over large areas. In the event of such movement <br /> associated with an earthquake on one of the active Bay Area faults, the <br /> effect on the site would probably be low. <br /> 9. Specific design criteria for foundations, retaining walls, and concrete <br /> slab-on-grade construction will a established after detailed <br /> development plans become available aid a final soil investigation has <br /> been performed. The final soil and foundation investigation will also <br /> include detailed recommendations for site preparation, grading, and cut <br /> and fill slope construction (as need d) . The data compiled during the <br /> preparation of this preliminary soil investigation can be utilized in <br /> the final soil report. <br /> f" <br /> If any questions arise, or if additional information is desired, please do not <br /> hesitate to call us. <br /> Sincerely yours, <br /> APPLIED SOIL MECHANICS, INC. <br /> Mi a J. Van Horn Carl W. Greenlee <br /> _ Soil Engineer, GE 2047 Soil Engineer, GE 355 <br /> Ben A. Patterson <br /> Engineering Geologist, CEG 594 <br /> Copies: 6 to Addressee <br /> i <br /> f ' <br /> f .y <br /> J" <br /> 6 Applied soil Mechanics <br />