Stormwater Atlas

City of Oakland

Storm Drainage Design Standards

CityCaliforniamediumNeeds reviewCitations verified
Open source PDF ↗Official agency page ↗

This extraction is flagged for quality review.

Compare each cited field to the official PDF before relying on it. What this means

Oakland 2014 drainage standards; C.3 WQ largely by reference to MRP/regional guidance. Pipeline excerpt repair removed 5 unlocated citation(s).

Fields not found in document: document_metadata.adoption_or_effective_date, design_criteria.required_hydrologic_hydraulic_software, document_metadata.state_code, document_metadata.version_or_edition, document_metadata.last_revised_date, document_metadata.relationship_to_state_manual, design_criteria.design_storm_return_periods_years
Other manuals in California: Alameda Countywide Clean Water Program (ACCWP) / City of Fremont, California, California Department of Transportation (Caltrans), California Department of Transportation (Caltrans), City of Anaheim, City of Bakersfield, City of Chula Vista, City of Long Beach, City of Sacramento, City of San Diego, City of San Francisco, City of San Jose / Santa Clara Valley (SCVURPPP), City of Santa Barbara, City of Santa Rosa, City of Stockton / San Joaquin County, County of Los Angeles, County of Orange, Fresno Metropolitan Flood Control District, Riverside County, San Bernardino County, Tahoe Regional Planning Agency (Lake Tahoe Region)

Document Metadata

Jurisdiction level
City

“City of Oakland”

Title

State
Not found in document

No evidence cited

Version / edition
Not found in document

No evidence cited

Adoption / effective date
Not found in document

No evidence cited

Last revised date
Not found in document

No evidence cited

Relationship to state manual
Not found in document

No evidence cited

Design Criteria

Design storm return periods (years)
Not found in document

No evidence cited

Water quality volume method
C.3 stormwater quality measures referenced; primary document is drainage/hydraulics standards. Peak reduction into City system limited (up to 25%).

“C.3 stormwater quality measures”

References

Peak flow calculation method(s)
Modified Rational Method for watersheds <320 acres, Synthetic unit hydrograph for watersheds ≥320 acres, Detention designed for 100-year; up to 25% peak reduction into City system

“Modified Rational / Synthetic UH; 25% peak reduction”

Hydrology / detention

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Detention, C.3 stormwater quality measures (referenced)

“................................ 5 3.6. Detention Facilities..................................................................................................... 5 4. TAILWATER ELEVATIONS IN FLOOD ZONES & DESIGN DISCHARGE FREQUENCIES ..............................................”

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