Search the Record

flood storage capacity from the site and pushes water outward into neighboring properties and surrounding

capacity during flood conditions? What is the expected depth of water on Virginia Avenue during

Flood Analysis (State Requirements) Appendix E SWMM Model Data Appendix F Swale Capacity Calculations Appendix

Flood Analysis (State Requirements) Appendix E SWMM Model Data Appendix F Swale Capacity Calculations Appendix

Flood Analysis (State Requirements) Appendix E SWMM Model Data Appendix F Swale Capacity Calculations Appendix

Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.57 in/hr) Depth to water table:About 18 to 30 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.57 in/hr) Depth to water table:About 18 to 30 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.57 in/hr) Depth to water table:About 18 to 30 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.57 in/hr) Depth to water table:About 18 to 30 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 18 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 18 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 18 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 18 inches Frequency of flooding

Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 18 inches Frequency of flooding

flooding during heavy rainfall, and existing drainage infrastructure has proven insufficient. I have enclosed a photograph from October 2025 that clearly documents these conditions. Additional impervious surfaces and increased runoff from a development of this size will likely worsen

flooding requirements. Both BMP1 and BMP2 will be equipped with a waterproof liner system to prevent any contamination from the groundwater. This system will be anchored with additional stone to prevent buoyancy. Inlcuding the baseflow should be not be required