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16, US Sail Survey: Panaewa very cobbly hydrous loam, 2-10 percent slopes (629) <br /> These soils consist of shallow, moderately well-drained silty clay foams that formed in <br /> volcanic ash, which occur on uplands at elevations ranging from 300 to 1,000 feet and <br /> receive from 100 to 175 inches of rainfall annually. The natural vegetation consists of <br /> ohia, tree fern, Hilo grass, California grass and guava. Panaea soils are generally used <br /> for sugarcane, pasture and woodland. <br /> 17. FIRM: Zone "Xs, "AO" <br /> As shown on Faure 3 - Proposed Subdivision Plan portions of the Project Site are <br /> situated within Zone "X" - determined to be outside the 500-year flood plain. However, <br /> there is an area that traverses through the Project Site in a south-to-north direction that <br /> is subject to potential flooding events and designated "AC)",which is the special flood <br /> hazard area that corresponds to the areas of 100-year shallow flooding(usually sheet <br /> flow on sloping terrain) where average depths are between one to three feet. The <br /> Applicant will manage this shallow floodway by constructing a new underground culvert <br /> system that will channel the floodwaters along the Project Site eastern boundaries along <br /> Ainaola Drive for disposal into the existing culvert system maintained by the County at <br /> the Haihai Street-Ainaola Drive intersection. <br /> As part of the 2013 rezoning of the immediately adjacent and mauka property that <br /> supported the recently approved Waiakea Nani Estates subdivision, the Department of <br /> Public Works (DPW)commented that during the Year 2000 storm,the open ditch <br /> fronting the Project Site on Haihai Street over topped. DPW recommended that a <br /> licensed engineer design for the deepening of the entire length of the ditch. <br /> Additionally, DPW recommended the recently approved Waiakea Nani Estates <br /> subdivision provide improvements on Haihai Street up to the existing property line, <br /> which shall include but not be limited to, providing engineered closed drainage system <br /> to replace the open channel and paved shoulders and swales. The Applicant anticipates <br /> that similar recommendations may be recommended as part of the proposed <br /> subdivision of the Project Site and is prepared to do so if required by DPW. <br /> 10 <br />