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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 cover of buildings, pavements and accordance with the provisions of the prior to building landscaping,potentially leaving soils exposed projecYs City-approved Stormwater permit issuance;field to wind and water erosion during the Pollution Prevention Plan(SWPPP). The verify implementation construction period. Eroded soils would be erosion control plan would be implemented during grading and washed into on-site drainage facilities that throughout project construction,and would construction discharge to the Bayfront Canal and San include measures for the post-construction Francisco Bay. Deposition of these soils stabilization of all disturbed ground. through natural sedimentation could adversely affect the carrying capacity of drain Implementation of this measure would lines, pumping equipment and open reduce these potential soil erosion impacts channels, increasing flooding potential and to a less-than-signii►cantlevel. maintenance requirements. In addition, suspended sediment would degrade water quality in the canal and in the bay by increasing turbidity levels. These possible effects of project-related soil erosion re resent a otentiall si nii►cantim act. Impact 15�: Settlement and Foundation Mitigation 15�. The detailed,design-level Applicant City Prior to grading Movement. The projecYs preliminary geotechnical investigations required under permit issuance; geotechnical studies determined that Mitigation 15-1 for each project prior to building structural loads imposed by buildings more construction phase shall include a permit issuance;field than approximately three stories in height thickness and consolidation analysis of all verify implementation would likely exceed the bearing capacity of clay soils underlying proposed building during grading and either fill or weakly consolidated Bay mud locations. This analysis shall be sufficient construction underlying conventional shallow foundations. to accurately estimate the rate and total Such buildings would potentially experience amount of consolidation expected to occur gradual but excessive long-term total and in response to building construction,as well differential settlements. These possible as the likely magnitude of differential settlement effects represent a potentially settlement. Building foundations,surface significant impact. improvements,and utility connections shall be designed to structurally withstand the associated movement,without disrupting either pedestrian or vehicular connections to the building. Implementation of these measures would reduce the potential compressible soil and settlement impacts to a less-than-signii►cant level. 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 Page 34 34 r 1106721FElRIMMRP Checklist(10672J.doc RESO. 15294 MUFF#100