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BIL 269 Draft 01 2008-2010
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BIL 269 Draft 01 2008-2010
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Last modified
9/20/2010 2:12:25 PM
Creation date
7/15/2010 8:49:44 AM
Metadata
Fields
Template:
Bill/Resolution
Bill/Resolution - Type
BIL
Bill/Resolution - Council Term
2008-2010
Bill/Resolution
269
Draft
01
Introducer
Guy Enriques, Council Member
Referred To
PWIRC
Action 1
PWIRC: Postponed Bill 269 to the call of the Chair - 08/03/10
Action 2
Council: Bill 269 amended to Draft 2 - 09/09/10
Reading Number
1
Reading Date
9/9/2010
Document Relationships
AGE COUNCIL 09/09/2010 2008-2010
(Related To)
Path:
\Council Records\Agendas\2008-2010\Council
AGE PWIRC 08/03/2010 2008-2010
(Related)
Path:
\Council Records\Agendas\2008-2010\Public Works & Intergovernmental Relations Committee (PWIRC)
COM 0875.000 2008-2010
(Related To)
Path:
\Council Records\Communications\2008-2010
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(6) Where pressure at the discharge side of the pump exceeds 20 pounds <br /> per square inch (psi), a pressure reducing valve able to maintain <br /> downstream pressure no greater than 20 psi shall be installed <br /> downstream from the pump and before any emission device. <br /> (7) Each irrigation zone shall include a flush valve /anti - siphon valve to <br /> prevent back siphonage of water and soil. <br /> (B) Standards for a mini -leach field system: <br /> (1) Perforated sections shall be a minimum three (3) inch (80 mm) <br /> diameter and shall be constructed of perforated high- density <br /> polyethylene pipe, perforated ABS pipe, perforated PVC pipe, or other <br /> approved materials, provided that sufficient openings are available for <br /> distribution of the gray water in to the trench area. Material, <br /> construction, and perforation of the pipe shall be in compliance with the <br /> appropriate absorption fields drainage piping standards and shall be <br /> approved by the authority having jurisdiction. <br /> (2) Filter material, clean stone, gravel, slag, or similar filter material <br /> acceptable to the authority having jurisdiction, varying in size from <br /> three - quarter (3/4) inch (20 mm) to two and one -half (2 -1/2) inch (65 <br /> mm) shall be placed in the trench to the depth and grade required by <br /> this section. The perforated section shall be laid on the filter material in <br /> an approved manner. The perforated section shall then be covered with <br /> filter material to the minimum depth required by this section. The filter <br /> material shall then be covered with untreated building paper, straw, or <br /> similar porous material to prevent closure of voids with earth backfill. <br /> No earth backfill shall be placed over the filter material cover until after <br /> inspection and acceptance." <br /> (21) Deleting Chart for Section 1611.0 (C). The corresponding chart for Section <br /> 1611.0 (C) is deleted. <br /> (22) Amending Section 1612.0 (A). Section 1612.0 (A) is amended to read: <br /> "(A) Other collection and distribution systems such as laundry only gray water <br /> systems may be approved by the local authority having jurisdiction." <br /> (23) Amending Table 16 -1. Table 16 -1, Location of Gray Water Systems, is amended as <br /> follows: <br /> A) Deleted "100% expansion area" as relating to "Disposal Field." <br /> 9 <br />
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