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Environmental Analysis <br />In order to recommend adoption of the proposed Mitigated Negative Declaration, the Planning <br />Commission must find that the proposed project will not significantly affect the environment. The <br />following findings support that declaration: <br />A. This project is considered an in -fill development and would convert land that is partially <br />developed with food manufacturing uses, (and had supported this use for approximately 60 <br />years, until it was discontinued approximately 10 years ago) to a new industrial business park. <br />The zoning on the property is IG Industrial General District in which industrial uses are a <br />permitted use. The proposed project would be consistent with past and present policy <br />direction and would not result in any potential land use conflicts. In addition, because the <br />proposed project is in proximity to other industrial and manufacturing uses, and would <br />replace an abandoned industrial use, development of the project would not result in a <br />physical division of the established community. <br />B. The proposed project has been reviewed according to the standards and requirements of the <br />California Environmental Quality Act (CEQA) and an Initial Study Environmental <br />Evaluation Checklist has been prepared with a determination that the project will not have a <br />significant impact on the environment as long as the applicant complies with all identified <br />mitigation measures. <br />C. The project area is located within the seismically -active Bay Area, therefore it is likely that <br />during the lifetime of future residences constructed on the project site, they will be subject to <br />seismic shaking and other earthquake -induced effects. The geotechnical report prepared for <br />the project site found that on -site soils consisted of up to 10' of fill, moderately <br />compressible clay, medium stiff to very stiff native clays and medium dense to dense sands. <br />Laboratory tests indicate the native clay is highly expansive. Groundwater depths ranged <br />from about 6 to 12 feet below the existing ground surface. The groundwater level at the site <br />may fluctuate a few feet due to seasonal precipitation and tidal influence. It is anticipated <br />that specific engineering will be required for some of the proposed truck docks in order to <br />address the shallow water table. The geotechnical report indicates that the site has a low <br />potential for liquefaction and liquefaction -induced settlements. However, during a large <br />earthquake some soil layers or isolated pockets may liquefy. The potential for lateral <br />spreading at the site is surmised to be low, and settlements related to differential compaction <br />are considered negligible. Due to the project's location on relatively flat topography and not <br />adjacent to a creek or the Bay, potential impacts related to landslides, erosion and <br />modification to streams or bays are not anticipated. Due to the relatively flat topography, <br />potentially significant impacts related to erosion are not anticipated either during the <br />construction phase or upon project buildout. Potential erosion/sedimentation impacts as they <br />relate to the on -site wetlands are discussed in the Biological Resources section. The project <br />site is not located adjacent to a beach, river or the Bay. Potential impacts related to on -site <br />soils and grading can be adequately mitigated as long as mitigation identified by staff is <br />implemented prior to issuance of grading permits. The mitigation measures are conditions of <br />approval. <br />Findings of Fact November 4, 2002 <br />PLN2002-00031 Bayside Business Park Page 5 of 7 <br />