Stormwater Atlas

Louisville and Jefferson County Metropolitan Sewer District

MSD Design Manual

Special DistrictKentuckylowNeeds reviewCitations verified

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

Large MSD Design Manual; queue text truncated. Re-extract Chapter 10 from full PDF for higher-confidence WQ and peak methods. 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, design_criteria.peak_flow_calculation_method, design_criteria.approved_bmp_categories

Document Metadata

Jurisdiction level
Special District

MSD Design Manual

Title

State
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Version / edition
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Adoption / effective date
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Last revised date
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Relationship to state manual
independent

MSD Design Manual Chapter 10 stormwater

Chapter 10

Design Criteria

Design storm return periods (years)
10-year, 100-year

systems will be designed for the 10-year event. The 100-year discharge elevation must be checked to ensure the system does not surcharge out of any inlets and/or manholes. Manning's Equation is recommended to calculate pipe flow and velocity. The storm sewer hydraulic grad

pp. 165–166

Water quality volume method
Stormwater quality and quantity criteria are addressed in MSD Design Manual Chapter 10 (stormwater). Prepared text extract is truncated; confirm WQv / water quality BMP sizing from full PDF Chapter 10.

stormwater quality

Chapter 10

Peak flow calculation method(s)
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No evidence cited

Hydrologic/hydraulic software
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Approved BMP categories
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No evidence cited