Stormwater September 2012 : Page 44

or seep from the bottom of the system. Generally, these enhanced tree pits and street-side infi ltration swales receive run-off from drainage areas between 2,000 and 6,000 square feet. Monitoring results indicated that these source controls were frequently able to retain runoff from storm events with 1 inch of rain or less (Figure 3). As there were no underdrain systems, all runoff that did not overfl ow or bypass along the curb was retained. Furthermore, re-sults from early monitoring efforts (not shown here), in conjunction with onsite evaluations, illustrated the importance of effective curb cut designs. Initial curb cuts had a closed frame structure to maximize consistency with existing curb lines; however, these curb cuts were frequently blocked by litter and other debris, hindering source control perfor-mance. Installation of open curb cuts greatly improved runoff capture perfor-mance. Subsequent bioswale designs in-corporated not only was an open curb cut but also a depressed concrete apron around the curb cut, further improving runoff capture effi ciency. North and South Conduit Avenues Bioretention. Another bioretention pilot site built in the fall of 2011 is a pair of bioretention areas within a highway me-dian between North and South Conduit Avenues in Queens, NY (Figure 4). These bioretention areas receive runoff from nearly 82,000 square feet of impervious area, in addition to pervious contribu-tions within the median. The vertical pro-fi le of the bioretention areas consists of a 6-inch surface depression, 2 feet of sandy engineered soil media, and a 1-foot stone drainage layer. An underdrain system connects the subsurface storage layers, while an overfl ow channel hydraulically connects the bioretention surface storage during large storm events. A single over-fl ow grate structure in the eastern area combines surface overfl ow with underd-rain outfl ow and conveys that water to Figure 4. Conceptual plan of North and South Conduit Avenues bioretention, with inset photo of curb cut flume 44 September 2012 www.stormh2o.com

Oldcastle Precast

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