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7A <br />Page 50 <br />Seismic stability analysis of the existing on-site soil; <br />Evaluation of liquefaction potential throught he performance of additional cone <br />penetration tests, borings, and/or equivalent methcds; and <br />Determination of site-specific soil response characteristics and maximum <br />credible ground acceleration for an earthquake recurrence interval specified by <br />the City. <br />Recommendations from the investigations, including appropriate soil stabilization and <br />foundation construction techniques, minimum setbacks around potentially unstable <br />areas, and criteria for the compaction and treatment of on-site fills, shall be incorporated <br />into the final project grading and foundation plans. In general, these recommendations <br />are expected to include the following requirements: <br />that all construction comply with the most current edition of the Uniform Building <br />Code) for Seismic Zone 4, or with the most recently adopted building codes. <br />that aEl project structural designs be based on proper estimates by the project <br />geotechnical engineer of peak and maximum repeatable earthquake-induced <br />ground surface accelerations expected to occur ort the project site; and <br />that excavations will be adequately sloped or shored in order to minimize ground <br />movements. <br />Finding: Implementation of these measures set forth in mitigation measure 15-1, <br />combined with conformance with standard Uniform Building Code, City of Redwood <br />City, and other applicable regulations, would reduce the potential effects of ground <br />shaking to a less-than-significant level. <br />B. Soil Erosion and Sedimentation Impacts <br />Impact 15-2: Soil Erosion and Sedimentation. Under either the Maximum or <br />Moderate Intensity Precise Plan alternative, grading for future development in <br />accordance with the proposed Precise Plan would temporarily disturb the site's existing <br />topography and vegetative cover, leaving soils exposed to wind and water erosion <br />during the construction period. Eroded soils could be washed into on-site or off-site <br />drainage facilities. Resulting sedimentation could affect the flows in these drainage <br />facilities, increasing flooding potential and maintenance problems and degrading water <br />quality. These possible effects of soil erosion represent a potentially significant <br />impact. <br />Mitigation 15-2. Require applicants for future development projects in the <br />Precise Plan area involving a grading area of 10,000 or more square feet to prepare <br />erosion confrol pfans subject to City approval and consistent with the required project <br />Stormwafer Pollution Prevenfion Plans (SWPPPs) as well as Best Management <br />Practices (BMPs) specified by the Redwood City Stormwafer Management and <br />Discharge Control Program (Municipal Cade Chapter 27A). Implement the plan during <br />construction. Erosion during all phases of construction shall be controlled through the <br />Atty/Reso/Reso.1683 33 <br />030707 <br />