Washington State Department of Transportation (WSDOT)
Highway Runoff Manual M 31-16 — Chapter 3 Minimum Requirements
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Heuristic agency extract from prepared text. WSDOT Highway Runoff Manual Ch3 Minimum Requirements (2014). Full HRM PDF ~240MB deferred.
Fields not found in document: design_criteria.peak_flow_calculation_method, design_criteria.water_quality_volume_method, design_criteria.required_hydrologic_hydraulic_software, design_criteria.approved_bmp_categories
Document Metadata
Jurisdiction level
State
No evidence cited
State
Washington
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Version / edition
April 2014 (M 31-16.04)
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Adoption / effective date
Not found in document
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Last revised date
Not found in document
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Relationship to state manual
independent
No evidence cited
Design Criteria
Design storm return periods (years)
2-year, 25-year, 50-year, 100-year
“auses a 0.1 cfs or more increase in the 100-year recurrence interval flow? Chapter 3 Minimum Requirements WSDOT Highway Runoff M”
Water quality volume method
Not found in document
No evidence cited
Peak flow calculation method(s)
Not found in document
No evidence cited
Hydrologic/hydraulic software
Not found in document
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Approved BMP categories
Not found in document
No evidence cited