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COM 0176.031 2006-2008
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COM 0176.031 2006-2008
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Last modified
5/12/2008 11:16:54 PM
Creation date
5/8/2008 5:34:17 PM
Metadata
Fields
Template:
Communications
Communications - Type
COM
Communications - Council Term
2006-2008
Communication
0176
Point
031
Author
Bruce McClure, Public Works Director
Communications - Referred To
PWIRC
Comments
Presented: PWIRC - 4/3/07
Document Relationships
AGE PWIRC 04/03/2007 2006-2008
(Related)
Path:
\Council Records\Agendas\2006-2008\Public Works & Intergovernmental Relations Committee (PWIRC)
BIL 051 Draft 01 2006-2008
(Related)
Path:
\Council Records\Bills\2006-2008
COM 0176.000 2006-2008
(Related)
Path:
\Council Records\Communications\2006-2008
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(c) The following uses, not involving fill, shall be evaluated on a case-by-case <br /> basis to establish that the use does not cause any increase in base flood <br /> elevations: <br /> (1) Public and private outdoor nonstructural recreational facilities, lawn, <br /> garden, and play areas; <br /> (2) Agricultural uses, including farm, grazing, pasture, and outdoor plant <br /> nurseries; and <br /> (3) Drainage improvements, such as channels and stream crossings. <br /> SECTION 14. Chapter 27, article 4, section 27-23, Hawaii County Code 1983 (2005 <br /> <br /> edition), as amended, is hereby amended to read as follows: <br /> Section 27-23. Standards for coastal high hazard areas. <br /> Coastal high hazard areas, more commonly known as tsunami inundation <br /> areas, aze identified as Zone V or Zone VE on the Flood Insurance Rate Maps. <br /> Within coastal high hazard azeas, the following standards shall apply: <br /> (a) All new construction, improvements to repetitive loss stn~ctures, and <br /> substantial improvements in a coastal high hazard area. shall be <br /> constructed with materials and utility equipment resistant to flood damage <br /> and using methods and practices that minimize flood damage. <br /> (b) New construction, improvements to repetitive loss structures, and <br /> substantial improvement shall be elevated on adequately anchored pilings <br /> or columns and securely anchored to such pilings or columns so that the <br /> lowest horizontal portion of the structural members of the lowest floor, <br /> excluding the pilings and columns, is elevated to or above the base flood <br /> level. The pile or column foundation and structure attached thereto shall <br /> be anchored to resist flotation, collapse, and lateral movement due to the <br /> effects of wind and water loads acting simultaneously on all building <br /> components. The wind and water loading values shall each have a one <br /> percent chance of being equaled or exceeded in any given yeaz. <br /> (c) New construction, improvements to repetitive loss structures, and other <br /> development shall be located on the landwazd side of the reach of mean <br /> high tide. <br /> (d) New construction improvements to repetitive loss structures, and <br /> substantial improvement shall have the enclosed space, if any, below the <br /> lowest floor free of obstructions and constructed with breakaway walls as <br /> defined in section 27-12. Such enclosed space shall not be used for human <br /> habitation and will be useable solely for pazking of vehicles, building <br /> access, or storage. Machinery and equipment which service the building, <br /> such as furnaces, air conditioners, heat pumps, hot water heaters, washers, <br /> dryers, elevator lift equipment, electrical junction and circuit boxes, and <br /> food freezers aze not permitted in such enclosed spaces. The enclosed <br /> space must only be achieved with breakaway walls, open wood <br /> latticework, or insect screening intended to collapse under wind and water <br /> loads without causing collapse, displacement, or other structural damage <br /> to the elevated portion of the building or supporting foundation system. A <br /> 21 <br /> <br />
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