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Project No. D-3885-06 <br />Christ Our Savior Catholic Parish <br />4. Laboratory testing of soil samples obtained from subsurface explorations, to <br />determine their physicaI and engineering properties. <br />5. Geotechnical analysis of the data obtained <br />7. Preparation of this report. <br />The information and findings included in this report are based on the following outline of <br />the work: <br />1. Review ofour in-house Geotechnical Engineering Reports for temporary modular <br />building projects within the Catholic Parish facility. <br />2. Review of recent plans prepared by Domusstudio Architecture, the project <br />architect. <br />3. Review of available literatures and geologic maps of the site. <br />4. Seismic parameters as per Califomia Building Code, 2016. <br />5. Engineering Analysis, and evaluation, and <br />6. Preparation of this report. <br />Regional Geologic Setting <br />The existing church property lies near the central portion of the northwest trending Los <br />Angeles Basin and within the Central Coastal Plain. The Los Angeles Basin is a broad <br />structural trough filled to capacity with a thick sequence of Mesozoic and Cenozoic <br />sedirnents and capped with up to 2000-feet of Quatemary age alluvium. The Los Angeles <br />Basin fill, in the site area. is roughly 16,000-feet thick and overlies Cretaceous age <br />granitic basemenl rock. <br />3 <br />I <br />I <br />T <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />I <br />6. Developing conclusions and recommendations for foundation design and site <br />grading.