Geology, Soils, and Seismicity Sample Clauses

Geology, Soils, and Seismicity. Issues 1. Approach and Work Program
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Geology, Soils, and Seismicity. GEO-1: Facility damage and exposure of people to hazards from strong seismic groundshaking GEO-1: Perform Design-Level Geotechnical Evaluations for Seismic Hazards: During the design phase for the proposed project, perform site-specific, design-level geotechnical evaluations to identify potential secondary ground failure hazards (i.e., seismically-induced settlement) associated with the expected level of seismic ground shaking. A geotechnical memorandum shall be prepared to detail the findings of the evaluations. The geotechnical analysis will provide recommendations to mitigate those hazards in the final design and, if necessary, during construction. The design-level geotechnical evaluations, based on the site conditions, location, and professional opinion of the geotechnical engineer, may include subsurface drilling, soil testing, and analysis of site seismic response to determine appropriate feasible measures to be incorporated into the project design. The performance standard to be used in the geotechnical evaluations will be minimization of the hazards associated with liquefaction and seismic groundshaking. The geotechnical engineer will review the seismic design criteria of facilities to ensure that facilities are designed to withstand the highest expected peak acceleration, set forth by the California Building Code for each site, and ensure that secondary ground failures, such as liquefaction, are minimized. Recommendations resulting from findings of the geotechnical study will be incorporated into the design and construction of proposed facilities. City of Modesto City of Modesto 1. Confirm geotechnical evaluations have been completed 2. Confirm that contract documents include recommendations of geotechnical study. 1. Design 2. Design. 1. 2. Impact Statement Mitigation Measure (Exact Text) Party Responsible for Implementation and Reporting Review and Approval by: Monitoring and Reporting Actions Implementation Schedule -Design -Pre- construction -Construction -Operation Verification: Status/ Date Completed/ Initials GEO-2: Facility damage and exposure of people to hazards from liquefaction and lateral spreading GEO-2: Perform Design-Level Geotechnical Evaluations for Soil Expansion: During the design phase for all components of the project, a design-level geotechnical evaluation to determine the presence and characteristics of potentially compressible and expansive soils, the engineering properties of the foundation material, and the depth and thic...
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Geology, Soils, and Seismicity. CEQA FINDING NO. GEO-1 MM GEO-1: Perform Design-Level Geotechnical Evaluations for Seismic Hazards. CEQA FINDING NO. GEO-2 MM GEO-2: Perform Design-Level Geotechnical Evaluations for Soil Expansion.
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Geology, Soils, and Seismicity. CEQA FINDING NO. GEO-MANAGEMENT-1 CEQA FINDING NO. GEO-MONITORING-1
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Geology, Soils, and Seismicity. All new facilities would need to be designed and constructed to meet current building codes and EBMUD’s seismic design requirements and would comply with Mitigation Measures GEO-1 and GEO-2 from the 2011 EIR, which specify design of facilities to address potential seismic hazards. The HRS would not cause effects that were not analyzed in the 2011 EIR. No new mitigation measures would be required, and impacts would remain less than significant. GEO-1 requires EBMUD to perform site-specific, design-level geotechnical evaluations to identify potential secondary ground failure hazards (i.e., seismically-induced settlement) associated with the expected level of seismic ground shaking. For specific Land Use Master Plan element sites within the MWWTP that have previously been subject to a geotechnical investigation, a geotechnical memorandum shall be prepared to update the previous investigation. GEO-2 requires EBMUD to perform site-specific design-level geotechnical evaluations to identify geologic hazards and provide recommendations to mitigate those hazards in the final design and during construction. For specific Land Use Master Plan element sites within the MWWTP that have previously been subject to a geotechnical investigation, a geotechnical memorandum shall be prepared to update the previous investigation. GHG emissions associated with construction of the HRS would be less than the emissions associated with construction of the food waste preprocessing facility, because the HRS facilities are smaller and construction would require less equipment over a shorter construction period. Mitigation Measure GHG-1, requiring GHG reduction measures during construction, would be applicable to the construction of the HRS. The refueling station would facilitate use of fuel cell electric vehicles at the Port of Oakland (Port) and would thus reduce GHG emissions from trucks servicing the Port, which is consistent with Mitigation Measure GHG-2a from the 2011 EIR. Mitigation Measure GHG-2b: Water Conservation Measures would be implemented as appropriate. The HRS would not cause effects that were not analyzed in the 2011 EIR. No new mitigation measures would be required, and impacts would remain less than significant with implementation of the HRS. Mitigation Measure GHG-1 requires EBMUD to implement Bay Area Air Quality Management District (BAAQMD) recommended Best Management Practices (BMPs) for GHG emissions where feasible, that include at least 15 percent of the fleet b...
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