Requirements
CASE 1: Sites with Existing Imperviousness 50% or Less
OPTION 1: Plan storm water management to contain the post-development peak discharge rate and amount for the first- and second-year 24-hour design storms. OR
CASE 1: Sites with Existing Imperviousness 50% or Less
OPTION 1: Plan storm water management to contain the post-development peak discharge rate and amount for the first- and second-year 24-hour design storms. OR