New York State
STORMWATER MANAGEMENT DESIGN MANUAL
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“New York State Department of Environmental Conservation”
Title Page
“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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“The New York State Stormwater Design Manual is prepared to provide standards for the design of the Stormwater Management Practices”
Preface
Design Criteria
“1-year, 2-year, 10-year, and 100-year”
Table 4.1
“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
“TR-55 and TR-20 (or approved equivalent) shall be used to determine peak discharge rates.”
Section 4.6
“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
“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