Laserfiche WebLink
7.A. - Page 25 <br /> e. The proposed amendments and project will not cause a potentially significant impact to arry known cemeteries or <br /> human remains in the project area (EIR p. 7-7). However, should arry human remains be found during on- or off- <br /> site improvements associated with the proposed project, the City of Redwood City Cultural Resources Management <br /> Plan guidelines and EIR Mitigation 7-1 require that construction activities be halted immediately and the County <br /> coroner and a professional archaeologist be consulted to evaluate the significance of the find. If the remains are <br /> Native American, the Native American Heritage Commission is required to be notified. These measures, which shall <br /> be required as conditions of approval for the project, will reduce the potential impacts of the project on human <br /> remains to a less-than-significant level. <br /> Summary of Impacts <br /> Potentially Less than Significant Less than <br /> Significant With Mitigation Significant No <br /> Im act Incor orated Im act Im act <br /> VI. GEOLOGY AND SOILS — Would the project: <br /> a) Expose people or structures to potential substantial adverse effects, including <br /> the risk of loss, injury, or death involving: <br /> The project would not create new geologic hazards that could damage project <br /> or nearby facilities. Therefore, this section focuses on the effect of local <br /> geologic conditions and activity on the proposed project. <br /> i) Rupture of a known earthquake fault, as delineated on the most recent X <br /> Alquist-Priolo Earthquake Fault Zoning Map issued by the State <br /> Geologist for the area or based on other substantial evidence of a known <br /> fault (Division of Mines and Geology Special Publication 42)? <br /> ii) Strong seismic ground shaking? X <br /> iii) Seismic-related ground failure, including liquefaction? X <br /> iv) Landslides? X <br /> b) Result in substantial soil erosion or the loss of topsoil? X <br /> c) Be located on a geologic unit or soil that is unstable, or that would become X <br /> unstable as a result of the proj ect, and potentially result in on- or off-site <br /> landslide, lateral spreading, subsidence, liquefaction, or collapse? <br /> d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform X <br /> Building Code, creating substantial risks to life or property? <br /> e) Have soils incapable of adequately supporting the use of septic tanks or X <br /> alternative wastewater disposal systems where sewers are not available for the <br /> disposal of wastewater? <br /> Documentation <br /> a. i) The Downtown Precise Plan area is located within the seismically active San Francisco Bay Area. The <br /> significant earthquakes that occur in the Bay Area are generally associated with crustal movement along well- <br /> defined, active fault zones of the San Andreas Fault system, which trends in a northwesterly direction. The proposed <br /> amendments and the project site are located approximately five miles northeast of the San Andreas Fault. Two <br /> other major active faults in the area are the Hayward Fault, located about 14 miles northeast of the project site, and <br /> the San Gregorio-Seal Cove Fault, located about 13 miles to the west. (DTPP EIR p. 16-1) <br /> The plan area and the project site are not within an Alquist-Priolo Earthquake Fault Zone (DTPP EIR p. 16-1); <br /> therefore, there is no known potential for fault rupture. <br /> ii) The plan area and project site lies in a seismically active region and is subject to ground shaking from an <br /> earthquake along major active regional faults. This is common to virtually all development in the San Francisco <br /> Bay Area. Development in the plan area and on the site will be subject to review and approval by the City and shall <br /> be designed and constructed in accordance with all applicable seismic standards adopted by the City of Redwood <br /> City, including the California Building Code (CBC), which requires that a site-specific geotechnical investigation be <br /> conducted and report prepared by a licensed professional. The site-specific geotechnical report must provide <br /> measures to reduce potentially significant geologic hazards (e.g., expansive and corrosive soils, differential <br /> 16 <br />