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059 <br /> <br />parking structure on the western portion of the Project Site <br />which will sit approximately 20 feet below the g~ound surface. <br />Structures 15 to 23 stories in height will be cantilevered over <br />a portion of the parking structure. Excavation and <br />re-compaction will be required. In addition, ground shaking <br />from earthquakes along the Newport-Inglewood or Whittier faults <br />may occur at the site. The Draft EIR recommends several <br />mitigation measures, including review of grading and <br />foundational plans by a registered soils engineer, performing <br />of all grading and earthwork under the observation of a <br />registered geotechnical engineer, notification of the soils <br />engineer if subsurface conditions do not conform to the <br />geotechnical investigation, performing any necessary site <br />preparation or foundation work to correct potential <br />differential expansion and expansive soils conditions, and <br />conducting a site-specific seismic design analysis to be <br />submitted to the City for the high-rise office structures. <br /> <br /> (2) Findinqs. Based upon the Final EIR and the <br />entire record before it, this City Council finds that: <br /> <br /> (i) The mitigation measures referenced <br />in the Final EIR have been adopted as Conditions of Approval or <br />incorporated into the Project. <br /> <br /> (ii) With the imposition or <br />incorporation of the recommended mitigation measures, the <br />impacts of the Project upon geology and soils will be reduced <br />to a level of insignificance. <br /> <br />13 <br /> <br /> <br />