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<br />street must be directed beneath the sidewalk and <br />through the curb. <br /> <br />C. Would the project result in the loss of a unique <br />geological feature? <br /> <br />No Impact <br /> <br />According to the City's General Plan Land Use Element FEIR <br />97-01 the proposed project does not contain any unique <br />geologic features. Therefore, implementation of the <br />proposed project would not result in adverse impacts to any <br />unique geologic feature. <br /> <br />D. In the project located on strata or soil that is <br />unstable or that would become unstable as a result of <br />the project and potentially result in on-or off-site <br />landslide, lateral spreading, subsidence, liquefaction <br />or collapse? <br /> <br />Potentially Significant Unless Mitigation Incorporated <br /> <br />The City's General Plan Land Use Element FEIR 97-01 <br />provides a broad characterization of soil conditions in the <br />City. According to the City's General Plan Land Use Element <br />FEIR 97-01 the project site consists of Mocho Loam Soils <br />that have low shrink/swell potential, high potential for <br />corrosion of uncoated steel and low potential for corrosion <br />of concrete. Based on the soil conditions on the project <br />site, the proposed project would be geotechnically <br />feasible. However, a site-specific geotechnical study would <br />need to be prepared to evaluate the project site specific <br />soil conditions and the project building load requirements. <br />Through the City's development review process, the proposed <br />project would be required to prepare a geotechnical report <br />that address and identifies the geologic conditions on the <br />project site, building load requirements of the project and <br />design recommendations to ensure the geologic stability of <br />the project. <br /> <br />Mitigation Measure <br /> <br />. <br /> <br />Prior to the issuance of grading permits, the <br />applicant shall prepare a site-specific geotechnical <br />report that addresses seismic constraints, <br />liquefaction potential, soil conditions, project <br />building load requirements and identifies design <br /> <br />13 <br /> <br />758-28 <br />