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<br />Chapter 2 CEQA Findings <br />Table 2-1 CEQA Findings <br />Level of <br />Significance after <br />Impact Statement Evidence/Rationale Supporting Findings Mitigation Measures Findings Mitigation <br />not anticipated to substantially alter the <br />drainage patter and future development <br />would adhere to existing requirements <br />which would reduce erosion and siltation <br />during operation, the impact would be <br />reduced to below the level of significance. <br />Impact 4.6-4 Future Future development would consist MM4.6-2 Prior to issuance of grading permits Finding 1 Less than <br />significant <br />development in the Transit primarily of infill and redevelopment which for future development projects in the Transit <br />The City finds that changes or alterations have <br />Zoning Code (SD 84A and would not substantially alter drainage Zoning Code (SD 84A and SD 84B) area, <br />been required in, or incorporated into, the <br />SD 84B) could alter the patterns because these areas are already applicants shall submit site-specific Hydrology <br />project which would avoid or substantially <br />existing drainage pattern and developed with existing uses and and Hydraulic Studies to the Public Works <br />lessen the significant environmental effect as <br />potentially result in increased impervious surfaces. However, Department for review and approval. If <br />identified in the final EIR. <br />downstream flooding through development of land that is currently existing facilities are not adequate to handle <br />the addition of impervious vacant and covered with permeable runoff that may be generated by the proposed <br />surfaces, or exceeding the surfaces, would increase impervious development, then the applicant shall propose <br />capacity of existing or surfaces and could in turn increase feasible remedies to assure that adequate <br />planned stormwater drainage stormwater runoff in the project area. This drainage facilities will be available prior to <br />systems. <br />increase in runoff could exceed capacity issuance of occupancy permits. The applicant <br />of existing and planned infrastructure and may propose storm drain improvements to be <br />cause downstream flooding impacts. <br />constructed in order to meet project needs. If <br />necessary storm drain upgrades cannot be <br />However, implementation of MM4.6-1 <br />implemented prior to issuance of occupancy <br />would reduce the volume of runoff <br />permits, on site detention facilities or other <br />generated and potential for flooding <br />methods acceptable to the City shall be <br />through incorporation of stormwater <br />included with new development projects to <br />detention facilities. Mitigation measures <br />ensure that post-construction runoff does not <br />MM4.6-2 through MM4.6-4 would address <br />exceed pre-development quantities. <br />issues relating to existing storm drain <br />system capacity through project design MM4.6-3 During the design of individual <br />features, and by providing for project projects, applicants shall minimize impervious <br />specific requirements. <br />area by incorporating landscaped areas over <br />substantial portions of a proposed project <br />area. Furthermore, impervious areas shall be <br />directly connected to landscaped areas or <br />bioretention facilities to promote filtration and <br />infiltration of stormwater. <br />Revised Station District Project and FOL Settlement Agreement Findings of Fact/Statement of Overriding Considerations 2-33 <br /> <br />