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Heather Kimball, Council Chair <br /> and Members of the County Council <br /> July 13, 2023 <br /> Page 4 <br /> standard roadways which were previously used as cane haul roads. These former cane <br /> haul roads have pavement widths of at least 20 feet, with portions covered by overgrown <br /> vegetation, which will be removed to ensure that a minimum agricultural standard <br /> pavement width and shoulders are provided. The Applicant is working with the adjoining <br /> landowner to secure the necessary access and utility easements through the mauka lands <br /> and to coordinate its construction to County-dedicable standards. <br /> According to DPW-Engineering Division (DPW), as the development does not <br /> front a County right-of-way, there is no recommendation for improvements to the subject <br /> property's frontage. <br /> Section 25-2-46 (d)(1) of the concurrency provision requires a Traffic Impact <br /> Analysis Report (TIAR) as part of any rezoning application in situations where the <br /> projected use can generate 50 or more peak hour trips. Given the small scale and scope of <br /> the proposed project, a TIAR was not performed as the project conforms to the County's <br /> concurrency requirements. The applicant states that the project is anticipated to generate <br /> less than 50 peak hour vehicular trips and should not have a significant adverse impact to <br /> traffic along the series of cane haul roads and Old Mamalahoa Highway. <br /> According to the Department of Water Supply (DWS), water can be made <br /> available from an existing 6-inch waterline along Old Mamalahoa Highway which fronts <br /> the subject parcel. The applicant has secured additional water commitments to support <br /> the proposed subdivision and will construct water system improvements, and final <br /> subdivision approval will be subject to requirements to construct any necessary water <br /> system improvements. Based on the preceding, as a condition of approval, the applicant <br /> will be required to comply with the Department of Water Supply (DWS) requirements <br /> prior to securing Final Subdivision Approval. The subject property is not currently <br /> services by the County sewer system. According to the applicants, wastewater will be <br /> disposed of by a septic system meeting the requirements of the Department of Health <br /> regulations. There are no municipal waste collection services in the County. According to <br /> the application, solid waste will be handled by commercial haulers or individual <br /> homeowners, who will dispose of the refuse at authorized transfer stations or landfill <br /> sites. All other essential utilities and services are available to the property. <br /> There are no severe geological or topographical problems for the property <br /> that cannot be properly rectified, or which would render the land unusuable. <br /> According to the Flood Insurnace Rate Map (FIRM) prepared by the Federal Emergency <br /> Management Agency (FEMA) and the Department of Public Works-Engineering <br /> Division (DPW), the property is located in Zone "X", an area outside of the 500-year <br /> flood area. There are no significant topographical constraints. Conditions of approval will <br /> ensure that all development generated runoff will be disposed of onsite and that the <br />