Gowanus Canal Conceptual Stormwater Modeling, 2009

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1,000 FT

Parks, School Yards, and Public Housing Recreation Areas with adjacent dark blue runoff flows should be considered for on site storm water retention programs, where street routed / storm drain runoff is diverted to swales to ease pollution overflows from the Combined Sewer Overflow (CSO) System. Private Backyards with high flow characteristics could receive tax abatements for capping yard drains and building on site storm water infiltration basins.

Rainwater Flows ranked by hypothetical area drained 74 - 241 242 - 572 573 - 2176

square feet of drainage catchment area

2177 - 8060 8061 - 169637

Gowanda Memorial Foundation

Because of our combined stormwater and sewage system, 288 million gallons of raw sewage end up in the Gowanus Canal each year because of heavy rains. What are sites the City and local residents should look at to help reduce the problem by better managing rain water? This work flow extracts vegetated tree cover from the 2004 aerials to explore how the permeability rating of City parks and school yards could be increased. The storm flow modeling is entirely hypothetical, as it assumes that neither buildings nor street drains obstruct runoff. It does however give an indication of historical runoff patterns and possible stormflow diversions that could be created, relative to potential storm water infiltration sites. The City needs to reduce use of street storm drains and eliminate CSOs. The key strategy is to increase the rainwater permeability of public and private properties so as to reduce sewage overflows. This map set up by Eymund Diegel, eymund@gmail.com, November 2010, and is part of a larger set being developed for local resident imputs into the City Planning PlaNYC Green Infrastructure process.It is for discussion and research purposes only.

Gowanus Canal, Brooklyn - PlaNYC Green Infrastructure Opportunities City Controlled Sites with Rain Water Retention Potential


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