Stormwater Atlas

City of Saint Paul

Stormwater Management Design Standards

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

St. Paul SWMDS Jan 2026; WQv 1.1 in defined; rate-control details in rate sections. Pipeline excerpt repair removed 3 unlocated citation(s).

Fields not found in document: design_criteria.design_storm_return_periods_years, design_criteria.required_hydrologic_hydraulic_software, document_metadata.version_or_edition, document_metadata.adoption_or_effective_date, document_metadata.last_revised_date

Document Metadata

Jurisdiction level
City

“City of Saint Paul”

Purpose

State
Minnesota

“Minnesota Stormwater Manual”

References

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

“Minnesota Stormwater Manual”

Purpose / references

Design Criteria

Design storm return periods (years)
Not found in document

No evidence cited

Water quality volume method
Volume control and water quality requirements for sites discharging to the City MS4. Water Quality Volume for construction activity: 1.1 inches of runoff from new impervious surfaces (definition). Prefers green infrastructure / LID; BMP design standards in Section 7 and Minnesota Stormwater Manual.

“Water Quality Volume means for Construction Activity, one and one-tenth (1.1) inches of runoff”

Definitions

Peak flow calculation method(s)
Volume control and water quality thresholds (Section 3.1.1), Rate control aligned with water quality standards, References Minnesota Stormwater Manual for BMP design details

“Volume Control and Water Quality Threshold”

Section 3.1.1

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Green infrastructure / LID practices, Underground retention and infiltration/filtration systems, Filtration BMPs, Minnesota Stormwater Manual BMPs

“Underground Retention and Infiltration/Filtration Systems”

Section 7.8