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BIL 269 Draft 03 2008-2010
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BIL 269 Draft 03 2008-2010
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Entry Properties
Last modified
9/7/2011 2:18:02 PM
Creation date
7/12/2011 9:49:10 AM
Metadata
Fields
Template:
Bill/Resolution
Bill/Resolution - Type
BIL
Bill/Resolution - Council Term
2010-2012
Bill/Resolution
269
Draft
03
Introducer
Dominic Yagong, Council Member
Referred To
COUNCIL
Action 1
Council: Bill 269, Draft 3 passes first reading; adopts PWPRC-21 - 07/07/11
Action 2
Council: Bill 269, Draft 3 passes second & final reading - 07/22/11
Status
Adopted
Date To Mayor or Adoption Date
8/2/2011
Reading Number
1
Reading Date
7/7/2011
Ayes
8-Blas;Ford;Hoffmann;Ikeda;Onishi;Smart;Yagong;Yoshimoto
Noes
0
Absent
1-Pilago
Excused
0
Reading Number .
2
Reading Date .
7/22/2011
Ayes .
9-Blas;Ford;Hoffmann;Ikeda;Onishi;Pilago;Smart;Yagong;Yoshimoto
Noes .
0
Absent .
0
Excused .
0
Document Relationships
AGE COUNCIL 07/22/2011 2010-2012
(Related To)
Path:
\Council Records\Agendas\2010-2012\Council
COM 0127.002 2010-2012
(Related)
Path:
\Council Records\Communications\2010-2012
COM 0127.002 2010-2012
(Related To)
Path:
\Council Records\Communications\2010-2012
ORD 2011-070 2010-2012
(Related To)
Path:
\Council Records\Ordinances\2011
ORD 2011-070 2010-2012
(Related)
Path:
\Council Records\Ordinances\2011
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(A) Standards for a subsurface drip irrigation system: <br /> (1) Minimum 140 mesh (115 micron) filter with a capacity of 25 gallons <br /> per minute, or equivalent, filtration, sized appropriately to maintain the <br /> filtration rate, shall be used. The filter back -wash and flush discharge <br /> shall be caught, contained and disposed of to the sewer system, septic <br /> tank, or with approval of the authority having jurisdiction, a separate <br /> mini -leach field sized to accept all the back wash and flush discharge <br /> water. Filter backwash water and flush water shall not be used for any <br /> purpose. Sanitary procedures shall be followed when handling filter <br /> back -wash and flush discharge of gray water. <br /> (2) Emitters shall have a minimum flow path of 1200 microns and shall <br /> have a coefficient of manufacturing variation (Cv) of no more than <br /> seven percent. Irrigation system design shall be such that the emitter <br /> flow variation shall not exceed plus or minus ten percent. Emitters <br /> shall be recommended by the manufacture for subsurface use and gray <br /> water use, and shall have demonstrated resistance to root intrusion. <br /> (3) Each irrigation zone shall be designed to include no less than the <br /> number of emitters specified in Table 16 -3, or through a procedure <br /> designated by the Health Officer. Minimum spacing between emitters <br /> is 14 inches in any direction. <br /> (4) The system design shall provide user controls, such as valves, switches, <br /> timers, and other controllers as appropriate, to rotate the distribution of <br /> gray water between irrigation zones. <br /> (5) All drip irrigation supply lines shall be polyethylene tubing or PVC <br /> class 200 pipe or better and schedule 40 fittings. All joints shall be <br /> properly solvent- cemented, inspected and pressure tested at 40 psi, and <br /> shown to be drip tight for five minutes, before burial. All supply lines <br /> will be buried at least eight inches deep. Drip feeder lines can be poly <br /> or flexible PVC tubing and shall be covered to a minimum depth of <br /> nine inches. <br /> (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 /> 10 <br />
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