COM 0181.000 2016-2018 - Laserfiche WebLink

Home

Valerie T. Poindexter, Council Chair and Members of the County Council Page 5 spaces will likely support thirty employees. Clientele is estimated at two customers per business per hour, for a total of an estimated forty vehicular trips in the AM and PM peak hours. This is approximately the same peak AM and PM traffic flow that was experienced at this parcel when it was operating as a pre-school for nearly twenty years. The estimate of 40 trips is below the 50 vehicular movement threshold for a full Traffic Impact Analysis Report (TZAR), however, to be consistent with the concurrency requirements of the Zoning Code, a condition of approval will require submittal of a TIAR should a different land use be developed that would generate over 50 peak hour trips. The applicant will be responsible for constructing any improvements identified in the TIAR required by the Department of Public Works. According to the Department of Water Supply (DWS), there is an existing 24 -inch waterline within Ho`ohana Street and the parcel is currently serviced by a 1% -inch meter which is limited to an average daily usage of 2,400 gallons, or 6 units of water. DWS requests that the applicant submit estimated maximum daily water usage calculations for the proposed project to determine if additional water and improvements will be required. If additional water is required, the applicant will need to obtain an allocation of water units from Tokyu Corporation, subject to written consent of the Water Board. Finally, the applicant will be required to install a reduced pressure type backflow prevention assembly within five (5) feet of the meter and any other improvements as required by DWS. These requirements will be added as conditions of approval. The Mauna Lani Resort has a privately owned and operated wastewater collection and treatment system and there is a sewer line located alongside Ho`ohana Street fronting the subject property. The applicant plans to either remove an existing septic system that served the former school building and connect to the existing sanitary sewer system, or install an individual wastewater system meeting with the requirements of the State Department of Health. This will be added as a condition of approval. All other essential utilities or services are available to the property. There is no severe geological or topographical problem for the property that . cannot be properly rectified or which would render the land unusable. The property is located in Zone "X", an area determined by FEMA to be located outside of the 500 -year floodplain. The request is not contrary to Chapter 205A, Hawaii Revised Statutes, relating to Coastal Zone Management Area. The property is situated within the Special Management Area. It is located approximately 4,056 feet from the nearest