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MOUNTAIN HOUSE PROPOSED ALTAMONT HEIGFITS TENTATIVE MAP 4_ ENVIRONMENTAL CHECKLIST <br /> 4.6 GEOLOGY AND SOILS <br /> are know to exist near the project site (Kleinfeldor USA,2006). No active.faults have been <br /> identified within the Mountain House Community(CDMG, 2000). Therefore, surface fault <br /> rupture is not considered a hazard at the project site,and no impact related to fault rupture <br /> would occur as a result of project development. <br /> Mitigation Measures <br /> No mitigation measures are required. <br /> ii) Strong seismic ground shaking? <br /> Strong, seismically-induced ground shaking resulting from earthquakes along nearby or <br /> distant faults represents the greatest seismic hazard at the Mountain House Community. The <br /> intensity of ground shaking at any particular location is a function of many factors including: <br /> (1) earthquake magnitude, (2) distance from the epicenter of the earthquake, (3) the duration <br /> of strong ground motion, (4) local geologic conditions (soil characteristics and topography), <br /> and (5)depth to bedrock. During an earthquake, structural damage at the project site may <br /> include damage to buildings and infrastructure (i.e., roads,pipelines, etc.). <br /> Earthquakes of magnitude 6.0 or greater are capable of causing widespread damage. As <br /> indicated in Table 4.6-1, above, active and potentially active faults in the vicinity of the <br /> project site are capable of producing earthquakes with magnitudes of 6.0 or higher. It is <br /> estimated that 16 earthquakes of magnitude 6.0 or greater have occurred within 62 miles of <br /> the project site between 1800 and 1999 (EDAW, 2005). <br /> Design and construction of the dwelling units at the proposed project would comply with the <br /> latest editions of the Uniform Building Code (UBC), the California Building Code,and <br /> Mountain House Community Services District(MHCSD) design; standards. With <br /> compliance to these codes and standards, structural damage from a strong earthquake would <br /> be minimized, particularly in wood-frame houses proposed for the proposed project. <br /> However, despite the implementation of mitigation measures in the MEIR and the policies of <br /> the MHMP, as well as compliance with applicable codes, the SPIIIEIR found the impacts <br /> related to ground shaking as significant and unavoidable and cannot be mitigated to a less- <br /> than-significant level. <br /> Mitigation Measures <br /> MEIR Mitigation Measure M4.6-1 (preparation of a Community Earthquake Preparedness <br /> Plan)promotes public awareness and education on earthquake hazards. This plan has been <br /> completed and is currently being implemented by the MHCSD. In addition, the MHMP <br /> includes Policies 6.5.1(b) (Emergency Preparedness) and 6.8.3 (Soils, Geologic, and Seismic <br /> Hazards). No additional mitigation measures are available that would change the conclusions <br /> of the SPIIIEIR. The impacts of ground shaking would remain significant and unavoidable. <br /> iii) Seismic-related ground failure, including liquefaction? <br /> Refer to discussion of Item a) i) above regarding ground rupture and Item a)iv)below <br /> regarding landslides. The potential for an earthquake with the intensity and duration capable <br /> 4-30 <br />