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Item No. <br /> PC: 10-4-90 <br /> SU-87-24 (TE-91-1) <br /> Page 6 <br /> performed and has provided Conditions of Approval for the <br /> additional percolation tests to be performed prior to <br /> recordation of the Final Map. The applicant has performed <br /> additional percolation tests but has not yet submitted them <br /> to Public Health Services for review. <br /> Flooding/Storm Drainage: <br /> The project site is not located within the Federal Emergency <br /> Management Agency' s 100-year flood hazard area. However, <br /> given the topography of the •site and the tightness of the <br /> soils, the site could be subject to local drainage problems. <br /> Conditions from both the Planning Division and the Department <br /> of Public Works address the issue. No evidence is present to <br /> indicate physical changes in circumstance regarding flooding <br /> or storm drainage. <br /> Schools• <br /> The Linden Unified School District, which had adequate space <br /> when the subdivision was approved, has now determined that <br /> they do not have adequate space due to growth in the District <br /> over the last two years. They request that approval of the <br /> subdivision be conditional upon adequate mitigation of school <br /> impacts by the developer. The District is currently <br /> conducting a feasibility study for the possible formation of <br /> a Mello-Roos Community Services District. The impact on this <br /> subdivision is expected to be seven students (one for each <br /> residence) . This is not considered a significant impact. <br /> Since a Mello-Roos District is not in place, the County has <br /> no mechanism for conditioning the tentative map to mitigate <br /> the impact of seven students on the school district. <br /> HAZARDS/CONSTRAINTS: <br /> Soils• <br /> A soils report was prepared for the original subdivision <br /> application. According to that report, the soil conditions <br /> encountered at the locations explored consist of very stiff <br /> to hard, partly cemeted, very sandy silt with occasional sandy <br /> clay lenses. These soils extended to the maximum depths <br /> explored and generally became more cemeted with depth. <br /> Due to the tightness of these soils, percolation for both the <br /> septic systems and the storm water drainage systems are <br /> marginal. See the "Conditions of Approval" section for <br />