Stormwater Atlas

New York State

STORMWATER MANAGEMENT DESIGN MANUAL

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Jurisdiction level
State

New York State Department of Environmental Conservation

Title Page

State
New York

DAM SAFETY SECTION 50 WOLF ROAD ALBANY, NEW YORK 12233-3507 --- page 369 --- GUIDELINES FOR DESIGN OF DAMS TABLE OF CONTENTS SECTION TITLE PAGE Preface to the January 1 1989 Edition 1 Introduction 2 Gravity Dams Modification 2 Definitions 3 3 Hazard Classification 5 4 De

pp. 363–370

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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)

Water Quality Volume (WQv) 90% Rule: WQv (acre-feet) = (P ∙ Rv ∙ A) / 12 Rv = 0.05+0.009(I) I = Impervious Cover (Percent) P(inches) = 90% Rainfall Event Number (See Figure 4.1) 2 A = Contributing Area (acres) Runoff Reduction Volume (RRv) RRv (acre-feet) = Reduction of

p. 43

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

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