Connecticut
Connecticut Stormwater Quality Manual
Document Metadata
“CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION”
Cover Page
“CT DEEP”
Page 2
“Latest Revision March 26, 2024”
Cover Page
“Effective Date: March 30, 2024”
Cover Page
“Latest Revision March 26, 2024”
Cover Page
“CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION”
Cover Page
Design Criteria
“Control the 2-year, 24-hour post-development peak flow rate... Control the 10-year, 24-hour post-development peak flow rate... Potentially control the 100-year, 24-hour post-development peak flow rate”
Page 35, Table 4-1
“WQV = (P)(R)(A)/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) A = post-development total drainage area of site or design point (square feet)”
Page 46, Water Quality Volume Calculation
“using a hydrologic/hydraulic routing model based on the NRCS Curve Number method (e.g., HydroCAD or similar software)... Graphical Peak Discharge Method... routing employed by TR-20... Rational Formula”
Page 59, Appendix D
“hydrologic analysis software such as WinTR-55... HydroCAD or similar software... TR-20... USGS and New Jersey Department of Environmental Protection Hantush Groundwater Mounding Spreadsheet”
Page 55, 59, 190
“This Manual includes the following major categories and types of structural stormwater BMPs that are recommended for use in Connecticut, based on their primary function: Pretreatment BMPs, Infiltration BMPs, Filtering BMPs, Stormwater Pond BMPs, Stormwater Wetland BMPs, Water Quality Conveyance BMPs, Stormwater Reuse BMPs, Proprietary BMPs, Other BMPs and BMP Accessories”
Page 110-111, Functional Categories of Structural Stormwater BMPs