Brittania Way, 8470-8506

Project Overview

Project Overview

Erosion along a tributary to Jackson Branch posed a severe threat to a nearby residential structure, necessitating immediate and effective stabilization measures to protect the property and prevent further damage to the surrounding area.

To address the erosion, SWG designed a stabilization solution that included the construction of approximately 150 linear feet of gabion basket wall. This wall, reaching a depth of nearly 30 feet, was engineered to provide robust support to the eroded channel bank and safeguard the adjacent structure.

Key components of the project included:

  1. Site Assessment and Analysis: A thorough evaluation of the site conditions was conducted to determine the extent of erosion and its impact on the stability of the tributary bank and the nearby residential property.
  2. Gabion Wall Design: The gabion basket wall was specifically engineered to provide long-term stability. Its design incorporated durable materials and a layered construction method to resist hydraulic forces and prevent further erosion.
  3. Erosion Control Measures: Additional measures were integrated into the design to minimize sediment transport and reduce the risk of future erosion along the channel.
  4. Hydraulic and Structural Considerations: The design accounted for hydraulic flow patterns and structural loads to ensure the wall’s performance under varying conditions, including heavy rainfall and increased runoff.

SWG’s approach included the preparation of detailed construction plans, specifications, and cost estimates to guide the implementation of the stabilization measures. By addressing the critical erosion issue, the project not only protected the residential structure but also enhanced the overall stability and resilience of the Jackson Branch tributary.

Key Features

  • Construction of 150 linear feet of gabion basket wall
  • Site assessment and analysis
  • Gabion wall design for long-term stability
  • Erosion control measures
  • Hydraulic and structural considerations