Vermont
The Vermont Stormwater Management Manual Volume I – Stormwater Treatment Standards
Document Metadata
“Vermont Agency of Natural Resources”
Title Page
“Natural Resource Conservation Service (NRCS) methods for calculating runoff have been found to underestimate the volume and rate of runoff for rainfall events less than 2". In order to adapt NRCS methods for the water quality storm, a modified Curve Number (CN) shall be”
p. 17
“DRAFT March 1, 2016”
Title Page
No evidence cited
“DRAFT March 1, 2016”
Title Page
“This manual was produced to provide technical analysis and design guidance for the Vermont Agency of Natural Resources Stormwater Management Program.”
1-1
Design Criteria
“1-year 24 hour storm... 10-year storm... 100-year storm”
2-2
“WQTS in acre- feet of storage: WQv = (P)(Rv)(A) 12 where: WQv = water quality treatment volume (acre-feet) P = 1.0 inch across Vermont Rv = volumetric runoff coefficient, equal to: [0.05 + 0.009(I)] I = whole number percent impervious of the site A = site area (in acres) In as”
p. 16
“The Watershed Lag Method shall be used for determination of peak rates”
2-13
“The models TR-55 and TR-20 (or approved equivalent) will be used for determining peak discharge rates”
2-14
“Pre-Treatment Practices, Non-Structural Practices, Structural Stormwater Treatment Practices”
Table of Contents