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2. SCOPE OF WORK <br />CEQA document must relate the proposed project plans to the geotechnical <br />conditions in a meaningful way so that the specific elements of the project <br />design are properly addressed in the plan or through additional mitigation. <br />Additionally, the earlier EIR may not reflect an up to date understanding of <br />regional seismicity nor address currently recommended approaches to <br />earthquake mitigation, preparedness and response, which increasingly have <br />become key concerns for communities as recent better recognition of the <br />severity of the hazards has developed. <br />Grading to produce pads for residential development and roads is primarily <br />completed as related to the current project design. Further grading may be <br />required to stabilize slopes that are subject to landsliding and other forms of <br />mass movement and high erosion hazard. <br />Tasks <br />Review available data on the geologic conditions of the site using <br />published reports and maps. Existing geotechnical investigations of <br />the site will be evaluated, summarized and integrated. <br />Describe and map the existing site topographic characteristics <br />including elevations, slope, overall and local relief, and applied <br />geomorphic features. It is assumed that a suitable topographic base <br />map will be provided by the applicant. <br />Information will be presented in detail regarding the landslide areas <br />that pose potential hazards to the Boulders project site currently <br />proposed for development as well as access to the site. This will <br />include review of the supplemental studies and recommendations of the <br />investigating geologist/engineer for slope stabilization and hazard <br />avoidance. <br />Identify and map the major earthquake fault systems in the region, their <br />distance to the site, earthquake histories, maximum credible earthquake <br />magnitudes and probabilities of earthquake events and general potential to <br />affect the site. Special emphasis will be given to earthquake hazards of <br />the nearby Hayward Fault. <br />Review existing geologic and seismicity reports for the site and <br />vicinity prepared by the U.S. Geological Survey (USGS), California <br />Division of Mines and Geology (DMG), Association of Bay Area <br />Governments (ABAG), Alameda County, and the San Leandro General <br />Plan, as well as all site -specific geologic reports made available by the <br />City. ESA will conduct a site verification. Using the published <br />information, ESA will characterize the nature of the geologic hazards <br />of the site and immediate vicinity including potential for landslides, <br />other forms of slope instability, ground shaking (including the 1996 <br />released revised intensity ratings by ABAG and the USGS), peak <br />ground acceleration and secondary effects. <br />11 of 37 <br />Boulders Residential Development EIR <br />