Stormwater Atlas

Wisconsin

WisDOT FDM Chapter 13 Drainage

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

Heuristic agency extract from prepared text. WisDOT FDM Chapter 13 Drainage — Section 13-10 Hydrology Pipeline excerpt repair removed 1 unlocated citation(s).

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

Document Metadata

Jurisdiction level
State

No evidence cited

State
Wisconsin

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)
2-year, 5-year, 10-year, 25-year, 50-year, 100-year, 500-year

there is a 0.01 percent chance that two 100-year events can happen in back-to- back years. Since the actual time between occurre

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method, NRCS / SCS Curve Number (TR-55), TR-20, HEC-HMS

inate with municipalities during the operational planning meeting or otherwise to inquire if new development is pending adjacent

Hydrologic/hydraulic software
HydroCAD, HEC-HMS

No evidence cited

Approved BMP categories
Detention Basin

Detention Basin