CEMEX Eliot Quarry Geotechnical Characterization Report Alameda County, California
CEMEX Eliot Quarry Geotechnical Characterization Report Alameda County, California May 7, 2015 CEMEX Eliot Quarry Geotechnical Characterization Report Alameda County, California May 7, 2015 Project No. GT13-16 Prepared for: CEMEX 5180 Golden Foothills, Parkway El Dorado Hills, California 95762 7400 Shoreline Drive, Ste. 6 Stockton, California 95219 Tel: 209-472-1822 Fax: 209-472-0802 www.kanegeotech.com THIS PAGE INTENTIONALLY LEFT BLANK KANE GeoTech, Inc. -ii- EXECUTIVE SUMMARY CEMEX Eliot Quarry Geotechnical Characterization Report Alameda County, California In response to Alameda County reclamation requirements for Eliot Quarry, CEMEX, Inc. was asked to assess the stability of pit slopes in the areas of Lakes A , B, and J. KANE GeoTech, Inc. was retained to perform the pit stability study under reclaimed conditions as presented in the CEMEX reclamation plan amendment. The study included drilling and logging 22 boreholes, performing in-situ and laboratory testing for geomaterial strength parameters, and analyzing slope stability using current standard of practice methods for static and seismic conditions following the guidelines set forth in the California Geological Survey’s 2008 Special Publication 117A. The Safety Factor is the ratio of the resistance that can be mobilized to the driving forces that would cause a failure. Geomaterials have an inherent strength called shear strength to resist failure. Characteristics in slopes that govern the driving forces are the weight of the geomaterials, slope and strata angles, the presence of water, and accelerations due to a seismic event. For slope stability in general, a Safety Factor of 1.5 for static and 1.0 for seismic conditions are accepted as standard-of-practice minimum values.
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