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F� <br /> project Na. 90161.e <br /> 7 rune 1990 <br /> c: <br /> site r-P-0111gyencountered at the subject <br /> ve inplace <br /> The near surface naticlays, sands, and <br /> alluvially deposited silts, of silty <br /> site consist Of encountered consisting <br /> gravels. Imported backfills were <br /> SANDS. <br /> Seismic Considerate le of the Geologic Map of <br /> According to the San Jose Quadrangle <br /> Geology, 1966} r <br /> California, Division of Mines and are located in the <br /> several active and potentially actrve faults <br /> Strong <br /> earthquakes generated <br /> pr of the property. . site <br /> -= regional p affect the <br /> along any of the active California faults m wake and the <br /> a g of the earthq <br /> _ depending on the characteristics the effects will be <br /> the epicenter. In general, <br /> location of ted with shaking <br /> and/or ground <br /> phenomena assn:is <br /> confined to those p and <br /> gdequate design <br /> acceleration and will be minimized by e is no reasonable danger <br /> rocedures. Also; they <br /> construction p ;on due to the clayey nature of <br /> of act; <br /> from earthquake-induced liqu [IBC) classifies <br /> Code <br /> the on site soils. The Uniform Buildingcode <br /> ground <br /> 3 seismic region- <br /> - the Site as being within the Zane Site <br /> _.. may be <br /> acceleration of 0.29 <br /> utilized for <br /> design. A UBC <br /> Coeffici <br /> Of S = 1.2 would be applicable at the site. <br /> ent i <br /> 5 <br />