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75A - One Broadway Plaza Addendum_4.20.2020_wAppendices
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75A - One Broadway Plaza Addendum_4.20.2020_wAppendices
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ONE BROADWAY PLAZA PROJECT EIR ADDENDUM <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />5.7.3 Adopted Mitigation Measures Applicable to the Proposed Project <br />The following mitigation measures have been carried through from the One Broadway Plaza EIR. These <br />mitigation measures have been incorporated into MMRP for this Addendum. Any modifications to the <br />mitigation measures from the Certified EIR are shown as setlr-egk for deleted text and bold for new, <br />inserted text. <br />G-1 The design for the project will comply with all applicable provisions of the Preliminary Geotechnical <br />Feasibility Investigation performed by Zeiser Kling Consultants and their Addendum <br />Recommendations, including recommendations for grading, removal and recompaction of soils, <br />foundations, settlement, pile foundations, design criteria, seismic design, retaining walls, ferrous <br />corrosion, surface drainage, pavement design, concrete hardscape, soldier pile/logging system and <br />supplemental investigations. <br />G-2 Prior to acquiring a grading permit for project construction, the developer will prepare a Final Geology <br />and Soils Report, to specifically assess the following: <br />i. The shrink -swell potential of potentially expansive soils on the site; specifically addressing <br />appropriate recommendations for soil treatments, grading procedures and/or foundation designs, <br />as appropriate, for the planned land use on the site. <br />ii. The potential for compressible soils on the site; specifically addressing appropriate <br />recommendations for soil treatments, grading procedures and/or foundation designs, as <br />appropriate, for the planned land use on the site. <br />The recommendations from the Final Geology and Soils Report will be incorporated into the grading <br />plan for the project. <br />G-3 Prior to obtaining a grading permit for project construction, the Final Geology and Soils Report will <br />specifically assess grading control with special emphasis on controlling fugitive dust which could be <br />generated during site preparation, grading and construction. The reports will specifically provide for <br />establishing procedures for dust control and monitoring so that unacceptable levels of dust do not <br />escape from the site. These dust control measures will be coordinated with the dust control measures <br />described in Section 3.4 (Air Quality) of the Certified EIR. The standards and procedures developed <br />in the reports will be incorporated into the grading plan to be followed by the project developer. <br />G-4 All structures to be erected on the One Broadway Plaza site will be designed in accordance with the <br />seismic design provisions in the Final Geology and Soils Report and of the Uniform Building Code to <br />promote safety in the event of such an earthquake. <br />G-5 During final design, the developer will consult with the Orange County Water District and the Regional <br />Water Quality Control Board, Santa Ana, regarding intrusion of foundation piles into the Orange <br />County Groundwater Basin. The project applicant will solicit the appropriate permits and approvals <br />from the OCWD and the RWQCB for the anticipated intrusion of the foundation piles into the <br />Apri12020 Page 49 <br />
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