This document analyzes runoff at the entrance to an apartment complex called The Ridge. Initial calculations using the SCS Curve Number method estimated 7.58 inches of runoff from a 100-year storm for the current design. A bioretention cell is proposed to reduce runoff and mitigate pooling at the entrance. With the cell, runoff is estimated to decrease to 5.45 inches. The bioretention cell is deemed the most feasible option due to its estimated $5,000-$15,000 cost and ability to significantly reduce runoff without disrupting road access.