Stormwater Atlas

City of Kennewick

Stormwater Management Manual for Eastern Washington (SWMMEW)

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Regional Ecology SWMMEW used for Kennewick MS4; confirm city adoption ordinance / local amendments.

Document Metadata

Jurisdiction level
City

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State
Washington

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Version / edition
July 2024 (Ecology Pub. 24-10-014)

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Adoption / effective date
2024-07

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Last revised date
2024-07

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Relationship to state manual
adopts state manual directly

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Design Criteria

Design storm return periods (years)
2-year

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Water quality volume method
Ecology SWMMEW Core Element 5 (Runoff Treatment): water quality design storm is the 6-month, 24-hour precipitation computed as Pwqs = Cwqs × P2yr24hr (Cwqs by climate region, Table 4.5). Runoff treatment BMPs sized per Ch.6; infiltration BMPs must infiltrate the 6-month, 24-hour design storm where required. Kennewick is in Eastern Washington — use SWMMEW rather than SWMMWW.

The frequency of the water quality design storm is a 6-month recurrence interval or return period

Ch.4 / Equation 4.1

Peak flow calculation method(s)
Core Element 6 Flow Control, Hydrologic analysis methods in SWMMEW Ch.4, Runoff treatment and flow control BMP library (Ch.6)

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Hydrologic/hydraulic software
Not found in document

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Approved BMP categories
Runoff treatment BMPs (infiltration, biofiltration, wetpool, media filtration), Flow control BMPs, LID BMPs, Pretreatment BMPs

No evidence cited