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ORD 2011-070 2010-2012
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ORD 2011-070 2010-2012
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Last modified
9/7/2011 2:19:56 PM
Creation date
8/23/2011 4:27:26 PM
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Ordinances
Ordinances - Type
ORD
Ordinances - Council Term
2010-2012
Year
2011
Ordinance
070
Effective Date
11/15/2011
Document Relationships
BIL 269 Draft 03 2008-2010
(Related)
Path:
\Council Records\Bills\2008-2010
BIL 269 Draft 03 2008-2010
(Related To)
Path:
\Council Records\Bills\2008-2010
COM 0127.002 2010-2012
(Related)
Path:
\Council Records\Communications\2010-2012
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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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