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Project No. D-18E5-06 <br />Christ Our Savior Catholic Parish <br />the earthquake ground motions. The project site does not lie within the Alquist Priolo <br />Fault zone, therefore potential for direct surface fault rupture is considered unlikely. <br />Since the site is located within a mapped zone of earthquake-induced liquefaction <br />potential, a specific liquefaction study has been performed in conjunction with this study. <br />Our report documents our investigations, frndings and recommendations for the <br />geotechnical aspects of this project, including foundation types, design parameters, and <br />liquefaction mitigation measures. <br />Our investigation was made in accordance with generally accepted geotechnical <br />engineering procedures and included such field and laboratory tests considered necessary <br />under the circumstances. In the opinion of the undersigned, the accompanying report has <br />been substantiated by mathematical data in conformity with generally accepted <br />engineering principles and presents fairly the design information requested by your <br />organization. <br />Respectfu lly Submitted, <br />Geotechnical Solutions, Inc.ESS <br />/&". <br />Dharma Shakya, PhD, PE, GE , 1 <br />Principal Geotechnical Engineer <br />braham S. Baha, PE, MASCE <br />Sr. Principal <br />Distribution: ( I + pdf) Diocese of Orang <br />tecture <br />Fred Aflakian, CEG # 205 <br />Engineering Geologist <br />P'R t,s, <br />\ r,'li <br />CA$! <br />2 <br />No. C053067 <br />s. <br />(9 <br />? <br />\t <br />t <br />* <br />FESS <br />* <br />OF CAL <br />t5. 2txtt <br />C..ltH <br />Enfir.l,tg <br />G.o.ogH <br />Af <br />c <br />(4 + pdf) Domusstudio Archi <br />I <br />t <br />T <br />I <br />T <br />I <br />I <br />T <br />T <br />I <br />T <br />I <br />I <br />t <br />I <br />T <br />T <br />t <br />I <br />liL t-t ' -