3B Public Hearing 2009 0720 - Laserfiche WebLink

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CORNERSTONE AT SAN LEANDRO CROSSINGS DRAFT MITIGATION MONITORING AND REPORTING PLAN IMPACT MITIGATION MEASURES REQUIRED MONITORING TIMING RESPONSIBILITY Po ulation and Housin 2.a. The project has the Mitigation Measure #1: The applicant shall implement infill development on Community Development Prior to Issuance of potential to induce growth vacant or underused sites within residential areas in compliance with General Department Building Permit in downtown San Plan Policy 3.04, Leandro. Mitigation Measure #2. As provided in Section 6-3014 (b) of the San Leandro Zoning Code, a developer may provide off-site construction, land Community Development Prior to Final Map dedication, credit transfers, in -lieu fees or a combination of these alternatives Department to satisfy the inclusionary housing requirements, which are being pursued in this case. Geology and Soils 3_a, ii and iii. The project Mitigation Measure #3. The City of San Leandro has incorporated the 2006 Chief Building Official Prior to Final Map site has potential for International Building Code into its municipal building code (Title 7, Chapter expansive soils and is 7-5). The project applicant would be required to comply with all applicable located within a State and City regulations to address potential geologic hazards associated with seismically active area. the proposed project, including ground shaking and liquefaction. Geotechnical and seismic design criteria must conform to engineering recommendations in accordance with the seismic requirements of the 2007 California Building Code (Title 24) and any amendments adopted in the San Leandro Municipal Code. Additionally, because the project site is in a Liquefaction Seismic Hazard Zone, the project applicant will be required to comply with the guidelines set forth by California Geological Survey Special Publication 117_ Mitigation Measure #4: Where wet and/or subgrade soils are encountered during subgrade preparation or other grading activities, the weak soil shall be Chief Building Official Prior to issuance of removed and replaced with select fill in compliance with the compaction and grading permit other requirements set forth in the Final Geotechnical Report (Rockridge Geotechnical, January 21, 2009). Ground modification techniques, such as permeation grouting, columnar jet grouting, deep soil mixing, stone columns, gravel or other drains shall be implemented, and deep foundations shall be put in place to mitigate potential liquefaction -induced settlement impacts.