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Liquefaction/Settlement/Lateral <br />Spread <br />• No study of the use of Drilled Displacement Piles as they relate to <br />the proposed mitigation of the liquefaction/settlement risk. <br />— Need geotechnical review of the actual details of the <br />configuration, including depths, diameter and reinforcement <br />characteristics. <br />• No study of possible liquefaction in the parking lot and other areas <br />outside the building area. <br />• Lateral spread is identified in the Earth Works report as a significant <br />impact to the Project that must be mitigated to a less than <br />significant level, but no mitigation measures are identified. <br />Conclusion <br />The Project is much more complicated from both <br />an engineering and construction standpoint than <br />represented in the Project Materials presented in <br />support of the Project. <br />— Particularly with regard to groundwater, <br />foundations, inadequate fills and related soils and <br />their mitigation, and seismic issues. <br />12 <br />5/21/2018 <br />