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BIL 269 Draft 02 2008-2010
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BIL 269 Draft 02 2008-2010
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Last modified
7/13/2011 4:22:44 PM
Creation date
9/23/2010 2:35:06 PM
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Bill/Resolution
Bill/Resolution - Council Term
2008-2010
Bill/Resolution
269
Draft
02
Introducer
Guy Enriques, Council Member
Referred To
COUNCIL
Action 1
Council: Bill 269, Draft 2 postponed at the Call of the Chair & recommends that the Public Works Department hold two (2) Public Meetings (East & West Hawaii) after 09/18/10 - 09/09/10
Action 2
Council: Recommits Bill 269, Draft 2 to the Public Works & Parks & Recreation Committee - 03/16/11
Action 3
PWPRC: Postponed to June 14, 2011 - 05/16/2011
Action 4
PWPRC-21: Recommends passage of Bill 269, Dr. 2, on first reading - 06/14/2011
Action 5
Council: Bill 269, Draft 2 amended to Draft 3 - 07/07/11
Reading Number
1
Reading Date
3/16/2011
Document Relationships
AGE COUNCIL 03/16/2011 2010-2012
(Related To)
Path:
\Council Records\Agendas\2010-2012\Council
AGE COUNCIL 07/07/2011 2010-2012
(Related To)
Path:
\Council Records\Agendas\2010-2012\Council
AGE PWPRC 05/16/2011 2010-2012
(Related)
Path:
\Council Records\Agendas\2010-2012\Public Works & Parks & Recreation Committee (PWPRC)
AGE PWPRC 06/14/2011 2010-2012
(Related)
Path:
\Council Records\Agendas\2010-2012\Public Works & Parks & Recreation Committee (PWPRC)
COM 0875.006 2008-2010
(Related To)
Path:
\Council Records\Communications\2008-2010
REP PWPRC 021 06/14/2011 2010-2012
(Related)
Path:
\Council Records\Reports\2010-2012\Public Works & Parks & Recreation Committee (PWPRC)
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(30) Amending Section K 3. Appendix K is amended by amending Section K 3 to <br /> read: <br /> "K 3 Area of Disposal Fields and Seepage Pits. <br /> The minimum effective absorption area in disposal fields in square feet (m of <br /> sidewall, shall be predicated on the required septic tank capacity in gallons <br /> (liters) and/or estimated waste /sewage flow rate, whichever is greater, and shall <br /> conform to Table K -4 as determined for the type of soil found in the <br /> excavation. The minimum effective absorption area could also be based upon a <br /> flow of 200 gallons per bedroom per day in accordance with Table K -6. Soil <br /> percolation tests shall be conducted at a minimum depth of three feet." <br /> (31) Amending Section K4 (C). Appendix K is amended by amending the first <br /> sentence of Section K4 (C) to read: <br /> "(C) When a percolation test is required, the test shall be conducted at a <br /> minimum depth of three feet, and no private disposal system shall be permitted <br /> to serve a building if that test shows the absorption capacity of the soil is less <br /> than 0.83 gallons per square foot (33.8 L /m or more than 5.12 gallons per <br /> square foot (208 L /m of leaching area per 24 hours." <br /> (32) Amending Section K5 (N)(1). Appendix K is amended by amending Section K5 (N)(1) <br /> to read: <br /> "(1) The septic tank shall be certified by IAPMO or a third party certification <br /> body accredited in accordance with ISO Guide 65, entitled "General <br /> Requirements for bodies operating product certification systems. ' <br /> (33) Amending Section K7 (C). Appendix K is amended by amending the first <br /> sentence of Section K 7(C) to read: <br /> "(C) Each seepage pit shall be circular in shape and shall have an excavated <br /> diameter of not less than six (6) feet (1,829 mm)." <br /> (34) Amending Table K -1. Appendix K is amended by amending Table K -1, Location of <br /> Sewage Disposal System, as follows: <br /> The minimum horizontal distances are revised to be consistent with Hawai`i <br /> Administrative Rules Chapter 11 -62 "Wastewater Systems" distances. The revision to <br /> Table K -1 is limited to increasing from 100 feet to 1,000 feet the minimum horizontal <br /> distance in clear from a water supply well to a disposal field. <br /> 15 <br />
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