Overview Links
Design Specs. Research Publications
BAE Stormwater Group
           
 
Chapel Hill Site
Charlotte Site
Graham Site
Greensboro Site
Louisburg Site
 
   
 
   
 
Nashville Site
Raleigh Site
Rocky Mount Site
Wilmington Site
 
         
 

Louisburg, NC

 
 

Two bioretention cells were constructed in November 2003, at Joyner Park, on the banks of the Tar River. Both cells treat runoff from parking lots and adjoining park land. Louisburg-1 treats a 0.9 ac, 95% impervious watershed, and Louisburg-2 treats a 0.54 ac, 45% impervious watershed. Nutrient removal, runoff reduction, and ET vs. exfiltration losses were examined at this research site. This project was funded by a 319(h) grant administered by NC DENR. Results of this study site are available in Li et al. (2009) [Journal of Hydrologic Engineering], and Shakery (2006) [M.S. Thesis].

Monitoring Period: June 2004 - December 2004

Media Depth: both cells: 2 - 2.5 ft

Media Characteristics: sandy loam with 5% organic matter (dry peat moss). The fill media had a low P-Index.

Drainage Configuration: conventional drainage

In-situ soil: tight clay (saturated hydraulic conductivity: 0.04 - 0.47 in/hr)

Vegetative Cover: mulch/tree/shrub/perennials

Additional Note: Louisburg-1: unlined & Louisburg-2: lined by impermeable membrane

Louisburg Cell