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EXHIBIT D 09/09/2013 <br /> MONITORING VERIFICATION <br /> IDENTIFIED IMPACT RELATED MITIGATION MEASURE Implementation Monitoring and Timing Signature Date <br /> Pe1'fOrmanCe Crlterla Entity Verification Entity Requirements <br /> improvements cannot be assured. These buried utilities. Recommendations from the <br /> possible excavation and grading hazards investigations shall be incorporated into all <br /> represent a potentiallysignii►cantimpact plans for project grading,excavation,soil <br /> support(both temporary and long-term) <br /> and utility construction,to the satisfaction <br /> of the City Engineer. <br /> The detailed,design-level investigations, <br /> relevant recommendations,and all <br /> associated project grading,excavation and <br /> foundation plans,shall be subject to review <br /> and approval by an independent <br /> engineering geologist or geotechnical <br /> engineer retained by the City Engineer at <br /> applicant expense. In addition,the project <br /> civil engineer shall certify to the City <br /> Engineer(e.g.,through plan submittal for <br /> City review)that all relevant provisions of <br /> the investigations have been incorporated <br /> into the grading,excavation and <br /> construction plans,and all earthwork and <br /> site preparation shall be performed under <br /> the direct supervision of a registered <br /> engineering geologist or geotechnical <br /> engineer. Implementation of these <br /> measures would reduce the potential <br /> excavation and grading impacts to a less- <br /> than-si nii►cant level. <br /> Impact 15-2: Excavation Instabilities Mitigation 15-2. The detailed,design-level Applicant City Prior to grading <br /> Caused by High Groundwater. geotechnical investigations recommended permit issuance; <br /> Groundwater encountered during under Mitigation 15-1 for each project prior to building <br /> construction of the proposed projecYs below- construction phase shall fully characterize permit issuance;field <br /> grade installations could destabilize groundwater conditions on the verify implementation <br /> excavation walls, reduce the bearing capacity development site and make appropriate during grading and <br /> of in-place soils that might otherwise be recommendations regarding dewatering construction <br /> suitable for foundation support,and exert techniques,slope and shoring <br /> additional stresses on basement walls and requirements for excavations,stabilization <br /> floor slabs. These possible groundwater- or replacement of saturated foundation <br /> related construction problems represent a materials,and hydrostatic pressure <br /> potentiallysignii►cant impact. implications for the design of below-grade <br /> structures. <br /> Implementation of these measures would <br /> reduce these potential groundwater <br /> impacts to a less-than-signii►cant level. <br /> Impact 15-3: Soil Erosion. Project Mitigation 15-3. The applicant shall Applicant City Prior to grading <br /> develo ment would disturb the site's existin develo an erosion control lan in permit issuance; <br /> Page 33 33 r 1106721FElRIMMRP Checklist(10672J.doc <br /> RESO. 15294 <br /> MUFF#100 <br />