Sinkholes pose significant challenges to the stability and safety of infrastructure, requiring thorough investigation and effective mitigation strategies. This study examines a persistent sinkhole issue along a driveway in Nashville, Tennessee, which has intermittently caused pavement subsidence and dropout for several years, despite repeated repair attempts. A comprehensive investigation was undertaken, including site visits, field drilling operations, and assessments of soil, rock, and groundwater. Subsurface exploration revealed a complex geological profile dominated by the Hermitage Formation from the Ordovician Period, with karst-prone geology contributing to soil erosion and ground subsidence risks. Varying soil and rock conditions were observed, with fill materials covering natural clay and limestone bedrock. Several mitigation options were considered, including conventional inverted rock filter sinkhole repair, constructing a land bridge, and compaction grouting. After careful review, compaction grouting emerged as the preferred method due to its effectiveness in stabilizing the area and preventing future sinkhole occurrences, while also being practical and cost-effective. The proposed repair strategy involving compaction grouting is detailed, covering methodology, materials, and construction specifications. Recommendations emphasize the importance of implementing the compaction grouting program, based on evaluations and consultations with specialists. This study offers valuable insights into sinkhole mitigation strategies applicable to similar geological conditions worldwide, emphasizing the need for ongoing monitoring and maintenance to address potential future sinkhole occurrences. Additionally, the findings are expected to inform the development of improved design standards and construction practices for sinkhole repairs in karstic areas, not only in Tennessee but also in other regions facing similar geotechnical challenges.