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BIL 111 Draft 01 1996-1998
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BIL 111 Draft 01 1996-1998
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Entry Properties
Last modified
7/15/2021 8:21:07 AM
Creation date
4/2/2009 10:46:39 AM
Metadata
Fields
Template:
Bill/Resolution
Bill/Resolution - Type
BIL
Bill/Resolution - Council Term
1996-1998
Bill/Resolution
111
Draft
01
Introducer
Dominic Yagong, Council Member
Referred To
PWPC
Action 1
PWPC-55: Recommends passage of Bill 111 on 1st reading - 07/22/97
Action 2
Council: Passes Bill 111 on 1st reading and adopts PWPC-55 - 08/06/97
Action 3
Council: Passes Bill 111 on 2nd & final reading - 08/20/97
Status
Adopted
Date To Mayor or Adoption Date
8/21/1997
Reading Number
1
Reading Date
8/21/1997
Ayes
9-Arakaki; Chung; Leithead-Todd; Ray; Reynolds; Santangelo; Smith; Tyler; Yagong
Noes
0-
Absent
0-
Excused
0-
Reading Number .
2
Reading Date .
8/20/1997
Ayes .
8-Arakaki; Chung; Leithead-Todd; Ray; Reynolds; Smith; Tyler; Yagong
Noes .
0-
Absent .
1-Santangelo
Excused .
0-
Document Relationships
COM 0387.000 1996-1998
(Related)
Path:
\Council Records\Communications\1996-1998
ORD 1997-116 1996-1998
(Related)
Path:
\Council Records\Ordinances\1997
REP PWPC 055 07/22/1997 1996-1998
(Related)
Path:
\Council Records\Reports\1996-1998\Public Works & Parks Committee (PWPC)
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<br />. <br /> <br />. <br /> <br />screens, louvers, valves, or other coverings or devices <br />provided that they permit the automatic entry and exit of <br />floodwater.] <br />(B) For nonresidential new construction and substantial <br />improvements: <br />If the lowest floor[, but not including floors used <br />solely for vehicle parking, building access, or storage,] is <br />below the base flood elevation, then the [lowest floor] <br />structure together with attendant utility and sanitary <br />facilities shall be designed and constructed such that: <br />(i) The structure is watertight below the base flood <br />elevation. <br />(ii) The walls are substantially impermeable to the <br />passage of water. <br />(iii) The structural components are capable of resisting <br />hydrostatic and hydrodynamic loads and the effects <br />of buoyancy. <br />(C) Within Zone AH, new construction and substantial <br />improvement shall be required to provide adequate <br />drainage paths around structures on slopes to guide flood <br />waters around and away from proposed structures. <br />(2) Within Zone AO: <br />(A) For new residential construction and substantial <br />improvements: <br />The lowest floor[, but not including floors used <br />solely for vehicle parking, building access, or storage,] shall <br />be elevated above the highest adjacent grade at least as high <br />as the depth number specified in feet on the FIRM, or at <br />least two feet if no depth number is specified. <br />[Should the lowest floor be below the required <br />elevation, then the structure shall be designed and <br />constructed to automatically equalize hydrostatic flood <br />forces on exterior walls by allowing for the entry and exit <br />of floodwater. Designs for meeting this requirement must <br />either be certified by a professional engineer or architect <br />registered in the State of Hawaii or provide a minimum of <br />two openings having a total net area of not less than one <br />square inch for every square foot of enclosed area subject to <br />flooding. The bottom of all openings shall be no higher <br />than one foot above grade. Openings may be equipped with <br />screens, louvers, valves, or other coverings or devices <br />provided that they permit the automatic entry and exit of <br />floodwater. ] <br /> <br />-3- <br />
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