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EXHIBIT D 09/09/2013 MONITORING VERIFICATION IDENTIFIED IMPACT RELATED MITIGATION MEASURE Implementation Monitoring and Timing Signature Date Pe1'fOrmanCe Crlterla Entity Verification Entity Requirements mitigation measures set forth in this EIR chapter. The requirement described in Mitigation 15- 1 for peer review of the recommended design-level geotechnical investigations,as well as for certification by the project civil engineer that all provisions of the investigation have been incorporated into the projecYs design and construction, would also apply to this mitigation and to all subsequent geotechnical and soils mitigation measures set forth in this EIR cha ter. Impact 15-5: Expansive Soils. Near- Mitigation 15-5. The detailed,design-level Applicant City Prior to grading surface clay soils subjected to seasonal geotechnical investigations required for permit issuance; cycles of wetting and drying can undergo each project construction phase under prior to building significant volume changes,expanding when Mitigation 15-1 shall include an evaluation permit issuance;field wet and shrinking when dry. Structures of the likely effects of building on expansive verify implementation based in these materials would be subjected soils and shall recommend specific during grading and to significant stresses that could destabilize measures designed to minimize soil construction foundations and cause cracking or heaving of movement and/or counter its potentially floor slabs and exterior pavements. These destructive effects. Implementation of possible expansive soil effects represent a these measures would reduce the potential potentiallysignii►cant impact. expansive soil impacts to a less-than- si nii►cant level. Impact 15-6: Seismically Induced Mitigation 15-6. The detailed,design-level Applicant City Prior to grading Settlement. Development of the proposed geotechnical investigations required under permit issuance; project would place new commercial Mitigation 15-1 for each project prior to building buildings in an area that could experience construction phase shall include a site- permit issuance;field rapid,excessive settlement in response to specific evaluation of the liquefaction and verify implementation earthquake-induced ground shaking during settlement potential at each proposed during grading and the useful life of the project improvements. building location. The investigations shall construction These possible responses to anticipated also propose measures as needed to offset seismic activity represent a potentially the effects of liquefaction-induced significantimpact. settlement,eitherthrough stabilization of the most vulnerable sand layers or through utilization of building foundation, utility connection,and pavement designs that can withstand the anticipated degree of total and differential settlement. Implementation of these measures would reduce these potential seismically induced settlement impacts to a less-than- signii►cant level. Page 35 35 r 1106721FElRIMMRP Checklist(10672J.doc RESO. 15294 MUFF#100