City of Tulsa
Stormwater Management Criteria Manual
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Tulsa SMCM 2019; confirm exact WQ sizing formulas from water quality control chapter. Pipeline excerpt repair removed 1 unlocated citation(s).
Fields not found in document: document_metadata.adoption_or_effective_date, design_criteria.required_hydrologic_hydraulic_software, document_metadata.state_code
Other manuals in Oklahoma: Oklahoma Department of Transportation
Document Metadata
Jurisdiction level
City
“City of Tulsa - Engineering Services Department”
Cover
State
Not found in document
No evidence cited
Version / edition
June/October 2019
“June 2019 / October 2019”
Cover / TOC
Adoption / effective date
Not found in document
No evidence cited
Last revised date
2019-10
“October 2019”
TOC footer
Relationship to state manual
independent
“Oklahoma Stormwater Law”
TOC
Design Criteria
Design storm return periods (years)
100-year
“Storm sewers shall be designed to pass the 1% (100-year) storm”
Street Drainage chapter
Water quality volume method
Water quality control and post-construction stormwater pollution prevention plan requirements included. Technical criteria cover rainfall/runoff, channels, street drainage/inlets/storm sewers, and detention pond design.
“Water Quality Control”
TOC / criteria
Peak flow calculation method(s)
Rational Method for applicable watershed sizes, Design storm hydrology per Technical Provisions, Storm sewers designed to pass the 1% (100-year) storm, Detention pond design criteria; fee-in-lieu of onsite detention option
“RATIONAL METHOD / DESIGN STORM”
Technical Provisions TOC
Hydrologic/hydraulic software
Not found in document
No evidence cited
Approved BMP categories
Detention ponds, Storm sewers and inlets, Open channels, Post-construction stormwater pollution prevention BMPs
“Detention Ponds”
TOC