Stormwater Atlas

Michigan

MDOT Drainage Manual Chapter 7

StateDOTMichiganmediumNeeds reviewCitations verified

This extraction is flagged for quality review.

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

Heuristic agency extract from prepared text. MDOT Drainage Manual Chapter 7 — Road Storm Drainage Systems Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.required_hydrologic_hydraulic_software, document_metadata.jurisdiction_name

Document Metadata

Jurisdiction level
State

No evidence cited

State
Michigan

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
independent

No evidence cited

Design Criteria

Design storm return periods (years)
10-year, 50-year

shall be based on a 10 percent chance (10-year) storm frequency. The sewer should be designed to flow full, i.e., with a hydra

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method

oss traveled lanes. 7.3.7 Hydrology The Rational Method is the most common method in use for the design of storm sewers when a p

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Detention Basin

Detention Basin