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FULL PACKET_2006-03-06
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FULL PACKET_2006-03-06
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known to occur in saturated cohesionless soils at depths <br />shallower than about 50 -feet. <br />According to the City's General Plan Land Use Element EIR, <br />the project site is considered to have a High to Very High <br />potential for liquefaction hazard impacts. Through the <br />City's development review process, the proposed project <br />would be required to prepare a geotechnical report that <br />identifies the liquefaction constraints on the project site <br />and geotechnical recommendations to reduce potential <br />liquefaction impacts to a level that would be less than <br />significant. <br />A-4. Landslides <br />No Impact <br />The project area is flat without any topographical relief. <br />According to City's General Plan Land Use Element FEIR, <br />there are no landslide planes or slopes on the project <br />site. Therefore, implementation of the project would not <br />result in adverse impacts in regards to landslides. <br />B. Would the project result in substantial soil erosion <br />or the loss of topsoil? <br />Potentially Significant <br />Incorporated <br />Erosion refers to the removal <br />surfaces by water or wind. <br />intensified with an increase <br />runoff channels and by the <br />leaves the soil exposed. <br />Impact Unless Mitigation <br />of soil from exposed bedrock <br />The effects of erosion are <br />in slope, the narrowing of <br />removal of groundcover, which <br />Even though the proposed project would involve a limited <br />amount of grading, uncovered soils on the project site <br />could result in erosion impacts to nearby drainage <br />facilities. The erosion impacts could potentially increase <br />during periods of rain. To reduce potential erosion impacts <br />to a level that would be less than significant, the <br />proposed project would be required to prepare a Storm Water <br />Pollution Prevention Plan and obtain a General Construction <br />Activity Storm Water Permit. <br />Mitigation Measure <br />13 <br />31A-,28 <br />
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