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I EXECUTIVE SUMMARY <br /> TABLE 2-1 (Continued) <br /> SUMMARY OF IMPACTS AND MITIGATION MEASURES <br /> LEVEL OF <br /> ENVIRONMENTAL IMPACT MITIGATION MEASURES SIGNIFICANCE <br /> AFTER MITIGATION <br /> 4.6.6 Project DPM Impact of Haul Trucks. Traffic generated 4.6.6 Project DPM Impact of Haul Trucks. Retrofit non-road Less-than-Significant <br /> by the project would have the potential to affect DPM equipment engines with CARB-certified DPM filters and <br /> concentrations along surface streets and near stagnation catalysts while using ULSD,when available. This would <br /> points such as major highways and heavily traveled and reduce DPM emissions from equipment by 85 percent. <br /> congested roadways. This impact is significant. Implementation of ULSD and DPM filters on all haul trucks <br /> would reduce the carcinogenic risk to an estimated 9.72 and <br /> 4.13 cancers per million for Haul Route Options I and 2, <br /> respectively. <br /> GEOLOGY AND SOILS/SEISMICITY <br /> 4.7.1 The steepness of temporary excavation slopes proposed 4.7.1a Site-Specific Geotechnical/Slope Stability Investigation Less-than-Significant <br /> during active mining could reach s/4:1 (Horizontal to <br /> Vertical)and therefore could be subjected to instability Prior to implementation of the proposed mining project,the <br /> under certain static conditions or during an earthquake. applicant shall conduct a site-specific geotechnical/slope <br /> Failure of temporary slopes in an active mining stability investigation to verify and update findings in the <br /> environment could cause landslides and subject a preliminary study prepared by Geomatrix in 2002. The <br /> limited number of workers to injury and could result in geotechnical/soil stability investigation shall include <br /> some equipment damage. The proposed permanent appropriate,site-specific geologic exploration and engineering <br /> 2:l(H:V)slopes could fail during moderate and strong soil testing to adequately assess the soil properties and the soil <br /> earthquake ground shaking. Failure of the permanent strength characteristics beneath the proposed site. The <br /> 2:1(H:V)during an earthquake slopes could hamper geotechnical/slope stability investigation shall use soil data <br /> future,post-mining reclamation efforts by increasing the collected on the proposed site from the proposed mining area to <br /> potential for long term slope instability. This would be perform a slope stability analysis. The slope analysis shall <br /> a potentially significant impact without mitigation. consider the stability of the proposed temporary and permanent <br /> RMC Pacific Vemalis Quaay Muting and Reclamation Project 2-13 <br /> ESA/203015 <br /> AdminislmOarc <br /> ve Dma Eat March 2004 <br />