Soil Survey mappings are an approximation as to the extent of on-site soil types, and field verification is necessary to determine the accuracy of the mappings. A geotechnical investigation was performed by Whitestone Associates, Inc. The results of the investigation can be found in the report titled “Preliminary SWM Area Evaluation Proposed Redevelopment 510 Whitesville Road”, dated November 16, 2023.

The proposed development project will remove topsoil and will result in the displacement of soils through grading, on-site septic system construction, subsurface utility installation, foundation construction, stormwater basin and associated earth disturbances.

It has been determined that the soil conditions are suitable for the construction of the subsurface disposal system, stormwater management system, and the proposed site improvements. The project requires clearing, filling and grading for the parking areas and the buildings. Excavation and grading will also occur as shown on the plan to accommodate the stormwater design.

During construction there is a potential for soil erosion since soils will be exposed to water and wind. The project incorporates stone tracking pads at the entrance locations and silt fence protection around the limits of disturbance. The project will comply with the Ocean County Soil Conservation District (SCD) requirements. Disturbed areas will be re-vegetated as required and approved by the SCD.

Potential impacts to soils are minimized through controlled site grading, engineered stormwater design, and construction management practices that limit disturbance, maintain soil stability, and preserve long-term infiltration capacity. Land disturbance is confined to defined limits of disturbance, with regulated wetlands and buffer areas fully avoided and previously disturbed buffer areas restored and revegetated to stabilize soils and reestablish vegetative cover. During construction, soil erosion and sediment control measures are implemented in accordance with approved plans to prevent offsite transport of sediment and protect adjacent natural resources. Stormwater infiltration areas are engineered to maintain suitable soil performance by removing existing soils beneath infiltration features and replacing them with properly graded soils meeting permeability requirements, which promotes predictable infiltration rates and reduces the potential for soil piping, compaction, or clogging. Heavy construction traffic is limited to designated access and staging areas to minimize widespread soil compaction, and disturbed areas are permanently stabilized upon completion of grading activities. These measures reduce erosion potential, maintain soil structure and function, and ensure that site soils continue to support stormwater management performance and long-term site stability.