Stormwater Atlas

City of Hartford

Connecticut Stormwater Quality Manual (city follows CT DEEP 2024 Manual)

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Capital / municipal coverage via CT Stormwater Quality Manual 2024. Pipeline excerpt repair removed 1 unlocated citation(s).

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Document Metadata

Jurisdiction level
City

No evidence cited

State
Connecticut

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Version / edition
2024 Edition

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Adoption / effective date
2024-03-30

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Last revised date
2024-03-26

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Relationship to state manual
Not found in document

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Design Criteria

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

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Water quality volume method
WQV = (P)(R)(A)/12 where P = 1.3 inches (90th percentile rainfall event), R = 0.05 + 0.009(I).

𝑊𝑊𝑊𝑊𝑊𝑊 = (𝑃𝑃)(𝑅𝑅)(𝐴𝐴) 12 where: WQV = water quality volume (cubic feet) P = 1.3 inches (90th percentile rainfall event) R = volumetric runoff coefficient = 0.05+0.009( I) I = post- development impervious area (percent) after application of non-structural LID site p

p. 53

Peak flow calculation method(s)
NRCS Curve Number method, TR-20, Rational Formula

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Hydrologic/hydraulic software
WinTR-55, HydroCAD, TR-20

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Approved BMP categories
Pretreatment BMPs, Infiltration BMPs, Filtering BMPs, Stormwater Pond BMPs, Stormwater Wetland BMPs, Water Quality Conveyance BMPs, Stormwater Reuse BMPs, Proprietary BMPs

No evidence cited