Bolsa Chica Wetlands Restoration Design, Huntington Beach, California
Client
Moffatt & Nichol Engineers
Services Provided
GIS and Hydrogeology Modeling; Finite Element, Settlement, and Liquefaction Analyses; Levee Design; Web-Based Database Tool; Contaminated Sediment Containment; Subsurface Barrier and Groundwater Collection System
Location
Huntington Beach, California, USA
Project Practice Areas
Water and Natural Resources
Type of Facility
Coastal Wetlands
Project Specifics
The Bolsa Chica site is approximately 1,100 acres of degraded coastal wetland that has been affected by oil field activities for 80 years. After years of controversial development proposals, the site was purchased and set aside for restoration as an off set for construction activities in Los Angeles and Long Beach harbors. The California Coastal Conservancy and other agencies have oversight of the planning and design of the restoration at the Bolsa Chica Wetlands.
Geosyntec Scope of Services
Geosyntec conducted detailed geotechnical and hydrogeological field studies to support the design of levees, tidal basins, culverts and a shallow groundwater control system as part of the overall design of the wetland restoration. We conducted geotechnical site investigations of approximately 21,000 ft. of levees proposed to contain full tidal and muted tidal habitats for the Bolsa Chica Wetlands restoration. Subsurface investigations included both rotary wash borings and cone penetration testing to investigate the subsurface conditions for geotechnical analyses.
The Bolsa Chica project consisted of 100+ excavation sites, and excavation volumes from each site ranged from 100 – 10,000 cubic yards. Up to three separate excavation crews could be running at any given time, and up to 10 excavation sites could be visited in a given week. Project documentation and reporting requirements necessitated that the volume of soil removed from each site was kept track of, in addition to the disposition of soil from each site. Geosyntec developed a Bolsa Chica Field Database tool to allow a central record of excavation volumes and project status. The database replaced several separate spreadsheets that were cumbersome to update and, as a result, often contained conflicting information. Additionally, the database could be linked to the interactive site map and data querying interface that allows users to navigate sites, turn on and off layers of detail, and click-to-query sites for detailed information. Sites could also be queried from a non-map based query interface.
Geosyntec investigated and conducted modeling studies of the shallow (perched) aquifer at the Bolsa Chica Wetlands to help understand and characterize the impacts of wetland restoration on groundwater levels beneath the adjacent neighborhood. The shallow groundwater database included monitoring of approximately 45 new and existing monitoring wells and piezometers throughout the site. Salinity concentration measurements were also taken to evaluate the hydraulic gradient with respect to saltwater intrusion from the ocean.
Geosyntec incorporated the historical and new geotechnical and groundwater databases into a GIS model in ARCVIEW. Locations of boreholes, wells, soil types, historical groundwater elevations, salinity concentrations and aquifer boundaries were included. The purpose of the GIS model was twofold; first to facilitate the analytical hydrogeological modeling of the shallow aquifer (MODFLOW), and second, to assist in 3-dimensional visualization of the site conditions for geotechnical and hydrogeological analyses. From the field data collection, Geosyntec prepared geotechnical and hydrogeological cross sections and developed parameters for geotechnical design and design of the shallow groundwater control system.
Geosyntec designed a 5,000-foot long shallow groundwater barrier and saltwater intrusion control system to protect the existing neighborhood from impacts of the wetland restoration. To support this design, a finite element model was developed and analyzed incorporating the hydrogeological model for the site. The finite element results were used to design the depth of the barrier and assist in decision making for the methods of construction.
Notable Accomplishments
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