3.5 Geology/Soils
3.5 GEOLOGY/SOILS 3.5.1 INTRODUCTION This section describes the project’s impacts related to geology and soils, including such factors as seismology, soils, topography, and erosion. It also includes an examination of potential hazards associated with potential damage to proposed structures and infrastructure from ground shaking, potential liquefaction hazards and soils and soils stability. Applicable laws, regulations and relevant local planning policies that pertain to geology are also discussed. Much of the information contained in this subsection was based upon the following geotechnical reports submitted by consultants under contract to the Chandler’s Palos Verdes Sand and Gravel Company and the peer review of those technical studies by Arroyo/Willdan Geotechnical: Geologic Constraints Investigation of the Chandler’s Inert Solid Land Fill Quarry and Surrounding Properties, Rolling Hills Estates, California, Earth Consultants International, June 15, 2000. Phase I Geologic and Geotechnical Engineering Study to Determine Potential Development Areas within the Chandler’s P.V. Sand and Gravel Company Property, Adjacent Trust Properties and the Rolling Hills Country Club, Rolling Hills Estates, California, Neblett & Associates, Inc., December 2001. Fault Investigation, Phases I and II, Chandler Quarry and Rolling Hills Country Club, Palos Verdes Estates, California, Neblett & Associates, Inc., April 29, 2005. Geotechnical Review, Geologic and Geotechnical Engineering Study, Potential Development Areas within the Chandler’s P.V. Sand and Gravel Company Property, Adjacent Trust Properties, and the Rolling Hills Country Club, City of Rolling Hills Estates, California, prepared by Arroyo Geotechnical, September 24, 2007. Review of Response Report, Geotechnical Review, Geologic and Geotechnical Engineering Study, Potential Development Areas within the Chandler’s P.V.
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