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PD Background Report (PL-SPP-2022-000031)
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2023-04-06 Windward
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Item #3 Ke'Aloha Lani LLC (formerly Hawai'i Brewery Development Co., Inc.) (PL-SPP-2022-031)
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PD Background Report (PL-SPP-2022-000031)
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Last modified
3/31/2023 12:56:12 PM
Creation date
3/31/2023 12:54:19 PM
Metadata
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Template:
Plan Doc Template
Document Date
3/21/2023
Other Parcel Numbers
161410270000; 161410280000
Permit Number
PL-SPP-2022-000031
Parcel Number
161410240000
Description
PD Background Report (PL-SPP-2022-000031)
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PUBLIC SERVICES AND FACILITIES <br /> 36. Access: Access to the project site is from the Kea`au-Pahoa Bypass onto a frontage road, <br /> known as Volcano Road. Volcano Road connects to Shipman Road (formerly <br /> Slaughterhouse Road), a private road, approximately one mile from the Bypass. Both <br /> Volcano Road and the Shipman Road have a pavement width of 20-feet within a 50-foot <br /> wide right-of-way. Access to the project site is from the Kea`au-Pahoa Bypass onto a <br /> frontage road, known as the Volcano Road. Volcano Road connects to Shipman Road <br /> (formerly Slaughterhouse Road), a private road, and access to the permit area is via two <br /> side by side 25-foot-wide road and utility easements located via the flagpole portions of <br /> TMK's: 1-6-141:001 and 024 and continue over TMK's: 1-6-141:027 and 028. <br /> 37. Water: According to the applicant,potable water needs for the proposed water bottling <br /> facility will be met by a private,potable water well. The Department of Water Supply <br /> (DWS) requested that the applicant provide estimated maximum daily water usage <br /> calculations for the overall project,prepared by a professional engineer licensed in the <br /> State of Hawaii, showing the anticipated use of water from the DWS' water system. <br /> Upon receipt and approval of the water usage calculations, the DWS will determine if the <br /> existing water allocations are adequate to support the proposed demand. If the proposed <br /> demand exceeds the existing allocations, DWS will determine if additional water can be <br /> made available, the meter size and applicable facilities charge and other system <br /> improvement requirements. DWS system standards require that a minimum flow of <br /> 2,000-gallons per minute for a 2-hour duration and a pipeline velocity of less than 10-feet <br /> per second be available at the site for fire protection for industrial land uses. The existing <br /> 4-inch waterline fronting the property is inadequate for fire protection and the nearest fire <br /> hydrant is more than the required 150 feet from the project area, thus DWS recommends <br /> that the applicant consult with the Fire Department on any fire protection requirements or <br /> alternatives. Finally, DWS noted that the private well water source and the DWS water <br /> source shall not be interconnected in any way. <br /> 38. Wastewater: There is no municipal wastewater system in the area. According to the <br /> applicant, an enhanced septic system meeting with the requirements of the Department of <br /> Health will be required. <br /> -6- <br />
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