LandQuest scientists assisted in the conducting of the Breakfast Point Mitigation Bank (BPMB) Hydrologic Restoration Study. This evaluation looked at potential hydrologic improvements aimed at enhancing wetland function and value with the goal to improve existing mitigation bank regulatory performance standards. The analysis built upon the 2004 and 2019 studies by incorporating a higher-resolution surface-groundwater model and focusing on the growing season, when vegetation and hydrologic interactions are most critical. LandQuest worked in tandem with Gemini Engineering & Sciences to conduct this assessment to evaluate three proposed 

Best Management Practices (BMPs)—two ditch blocks and one low-water crossing (LWC) repair with a culvert—intended to restore natural flow patterns and improve hydroperiod performance within the BPMB. Results from the refined model indicate that the proposed improvements would strengthen wetland hydrology, particularly west of Blue Cooler Road (Project A). The model shows that this ditch block effectively increases inundation frequency, extends hydroperiod duration, and raises average water depths. These enhancements remain contained within the existing mitigation bank boundaries, with no offsite flooding observed. Downstream areas experienced slight reductions in inundation that can be mitigated by implementing the proposed LWC repair and culvert addition (Project C), which impound water upstream of Breakfast Point Rd. Project B, located farther east, demonstrated minimal benefit perhaps because the drainage network may allow water to bypass the ditch block.

All evaluated metrics—percent time inundated, longest inundation period, average depth, and dry-period duration—showed improved conditions under the proposed scenario. The most notable gains occur in the existing palustrine emergent wetland (i.e. PEM) area west of Project A, encompassing approximately 60 to 140 acres of improved hydroperiod conditions. These hydrologic gains could gradually support a more sustainable evolution   towards a more palustrine forested wetland-based community, through a more sustainable increase in wetland function and value. The study concluded that Projects A and C together offer a more robust and practical restoration strategy, providing measurable and predictive hydrologic benefits with limited adverse effects. One additional round of modeling is recommended to refine the roadway height and culvert dimensions for Project C, ensuring optimized performance. Project B should not be pursued further due to limited hydraulic influence. 

Overall, the modeling confirmed that the BPMB continues to meet its overall mitigation requirements and that the proposed improvements will continue to further enhance wetland function and value in alignment with required USEPA, U.S. Army Corps of Engineers (USACE), and Florida Department of Environmental Protection (FDEP) mitigation banking requirements.