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31A - 1701 E. FAIRHAVEN AVE.
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03/06/2006
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31A - 1701 E. FAIRHAVEN AVE.
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Last modified
1/3/2012 4:48:21 PM
Creation date
2/28/2006 3:41:11 PM
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City Clerk
Doc Type
Agenda Packet
Item #
31A
Date
3/6/2006
Destruction Year
2011
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<br />VI. GEOLOGY/SOILS <br /> <br />A-1. Rupture of a known earthquake fault, as delineated on <br />the most recent Alquist-Priolo Earthquake Fault Zoning <br />Map issued by the State geologist for the area or <br />based on other substantial evidence of a known fault? <br /> <br />No Impact <br /> <br />According to the Seismic Hazard Zone Map, the proj ect site <br />is not located within a current Alquist-Priolo Earthquake <br />Faul t Zone for fault surface rupture hazard. The surface <br />traces of any active or potentially active faults are not <br />known to pass directly through or extend towards the project <br />si te. Therefore, the potential for surface rupture due to <br />faulting occurring beneath the site during the design life <br />of the proposed project would be considered low. <br /> <br />A-2. Strong Seismic Ground shaking? <br /> <br />Less Than Significant Impact <br /> <br />The project site is situated within a highly active seismic <br />region of southern California. A total of 38 active faults <br />have been identified within an approximate 60-mile radius <br />of the proj ect site. The Newport/Inglewood Fault located <br />approximately 13 miles south from the City of Santa Ana has <br />the potential to result in an earthquake at a magnitude of <br />6.9. A seismic event of this scale could potentially result <br />significant damage to the proposed proj ect. However, the <br />seismic risks at the project site would not be considered <br />significantly different from other areas in the southern <br />California region. Through the City's development review <br />process, the proposed project would be required to prepare <br />a geotechnical report that identifies the seismic <br />constraints on the project site and geotechnical <br />recommendations to reduce potential seismic hazard impacts <br />to a level that would be less than significant. <br /> <br />A-3. Seismic-related ground failure, including <br />liquefaction? <br /> <br />Less Than Significant Impact <br /> <br />Soil liquefaction occurs when loose soil deposits below the <br />water table are subjected to large ground accelerations <br />generated from seismic events. Liquefaction is generally <br /> <br />12 <br /> <br />31A,27 <br />
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