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Admin Order 58-14-06
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Admin Order 58-14-06
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Last modified
10/14/2014 11:24:27 AM
Creation date
10/14/2014 11:04:31 AM
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City Recorder
CMO_Document_Type
Admin Orders
Document_Date
10/13/2014
Document_Number
58-14-06
CMO_Effective_Date
10/13/2014
Author
CRO
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1.7 STURMWATER QUALITY <br />1.7.1 The Purpose of Stormwater Quality <br />The purpose of stormwater quality is to reduce runoff pollution and mitigate the volume, <br />duration, time of concentration and rate of stormwater runoff from development by <br />implementing low impact development practices and green infrastructure while capturing <br />and treating 80% of the annual average rainfall. This runoff collects and transports <br />pollutants to downstream receiving waters. Pollutants include: <br />• Suspended solids (sediment) <br />• Heavy metals (dissolved and particulate, such as lea_ d, copper, zinc, and cadmium) <br />• Nutrients [such as nitrogen and phosphorus] <br />• Bacteria and viruses <br />• Organics (such as oil, grease, hydrocarbons, pesticides, and fertilizers) <br />• Floatable debris <br />• Increased thermal load (temperature) <br />1.7.2 Stormwater Quality Design Methodologies <br />Stormwater quality facilities shall be designed, at a minimum, to treat the Water Quality <br />Design Storm Stormwater quality facilities which are designed using an approach other <br />than the Simplified Approach must be sized using the following design values: <br />Flow -rate based design: Swales, of/water separators, and proprietary treatment systems <br />shall be sized to treat a rate of flow draining through them. <br />• A rainfall intensity of 0.13 inches per hour shall be used to design the off -line <br />conveyance type facilities. <br />• A rainfall intensity of 0.22 inches per hour shall be used to. design the on -line <br />conveyance type facilities. <br />Combination rate/volume based design: Other stormwater quality facilities, such as <br />stormwater planters, rain gardens, sand filters, drywells and soakage trenches - shall be <br />sized to treat a volume of runoff. <br />+ When using the SBUH (see Appendix M), facilities shall be designed to treat runoff <br />generated by 1.4 inches of rainfall over 24 hours (with NRCS Type 1A rainfall <br />distribution) - <br />See Appendix L for more detailed information regarding the formulation of Eugene's <br />stormwater quality standards and Water Quality Design Storm. <br />Stormwater Management Manual 1 -17 <br />Eugene 2014 <br />
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