This paper presents a case study of the use of underground injection control (UIC) wells to infiltrate stormwater beneath relatively impermeable nearsurface soils at an elementary school. Stormwater had previously been routed to a central pipe and discharged to a ravine on an adjacent property, causing severe erosion. UIC wells were used to infiltrate stormwater into the subsurface beneath impermeable shallow soils to prevent such erosion and to comply with current stormwater regulations. The UIC well system consists of over 50 UIC wells, each of which is 1 meter in diameter and 18 to 24 meters deep. Water quality treatment is provided by catch basin dead storage and filters.Short-term pilot infiltration tests and three-dimensional numerical modeling of variably saturated flow were used to develop design infiltration rates and radii of influence for UIC wells. Infiltration testing on completed UIC wells helped address variable geological conditions during construction. The success of this sustainable stormwater drainage system was a result of favorable geological conditions comprehensive design studies, a thorough site investigation, pilot testing, numerical modeling, and field verification testing during construction. UIC wells can work well at sites with limited space and a thick unsaturated zone.