Stormwater Atlas

New York State

STORMWATER MANAGEMENT DESIGN MANUAL

StateNew YorkhighNo
Other manuals in New York: New York City, New York State

Document Metadata

Jurisdiction level
state

New York State Department of Environmental Conservation

Title Page

State
New York

Albany, NY 12233

Title Page

Version / edition
July 31, 2024

July 31, 2024

Title Page

Adoption / effective date
2024-07-31

July 31, 2024

Title Page

Last revised date
2024-07-31

July 31, 2024

Title Page

Relationship to state manual
independent

The New York State Stormwater Design Manual is prepared to provide standards for the design of the Stormwater Management Practices

Preface

Design Criteria

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

1-year, 2-year, 10-year, and 100-year

Table 4.1

Water quality volume method
90% Rule: WQv (acre-feet) = (P * Rv * A) / 12, where Rv = 0.05 + 0.009(I)

90% Rule: WQv (acre-feet) = (P * Rv * A) / 12

Table 4.1

Peak flow calculation method(s)
TR-55, TR-20

TR-55 and TR-20 (or approved equivalent) shall be used to determine peak discharge rates.

Section 4.6

Required hydrologic/hydraulic software
USDA NRCS TR20, HydroCAD, Pond Pack, StormCAD, Hydraflow, HEC-HMS

Hydraulic and hydrologic modeling software, such as USDA NRCS TR20, HydroCAD, Pond Pack, StormCAD, Hydraflow, and Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS) and others, shall be used

Section 4.9

Approved BMP categories
Stormwater Ponds, Stormwater Wetlands, Infiltration Practices, Filtering Practices, Open Channel Practices

Acceptable practices are divided into five groups, including: I. Stormwater Ponds... II. Stormwater Wetlands... III. Infiltration Practices... IV. Filtering Practices... V. Open Channel Practices

Section 3.3.1