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Bioretention was deemed infeasible as the site lacks the necessary area to accommodate <br /> infiltration facilities within the required setbacks. Downspout Dispersion is infeasible <br /> because the site cannot provide the required vegetated flow paths. Perforated stub out <br /> connections are also not feasible due to the iron oxide deposits found at shallow depths. <br /> The runoff from the roof will be tight lined to a detention system on the east side of the <br /> project to continue to the City's combined sewer system. <br /> Insight Engineering Co. -Stormwater Site Plan 3/25/2021 <br /> - 14- <br />