Tangier Island Beneficial Use - Geotechnical Summary and Coastal Summary.pdf
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This document is a geotechnical and coastal background summary for the Tangier Island Beneficial Use project in Virginia. It provides subsurface and environmental baseline data to support project planning and design.
The geotechnical summary describes Tangier Island's composition of Quaternary alluvial, intertidal, and eolian deposits, with the island's highest point at approximately 6 feet above sea level. The federal navigation channel exhibits varying sediment composition based on 2024 vibracore data: coarser-grained sediments (predominantly sand) appear on the western side beyond the jetty due to fluvial input from nearby rivers, while finer sediments (less than 50% sand) dominate the eastern portions due to lower-energy depositional environments. Ten vibracore samples (VC-01 through VC-10) were collected and analyzed for grain size distribution, with data presented in Table 1 showing D10 through D85 particle size measurements, sorting coefficients, mean grain sizes, and percentages passing the No. 200 sieve, ranging from 6.2% to 77.2%. The document notes inconsistencies between visual classifications and laboratory results due to data management issues and variable sediment classification application.
The coastal summary documents significant erosion challenges on the western shoreline driven by nor'easters and tropical storms, with wind patterns predominantly from the north-northwest and south-southwest directions. The region has a small tidal range of 1.5 feet between MLLW and MHHW, with water levels strongly influenced by wind setup and storm surge. The nearshore bathymetry is shallow with gentle slopes and broad shoals, creating conditions for relatively short-period, steeper waves that enhance nearshore energy dissipation and shoreline erosion. Table 2 provides annual exceedance probabilities for significant wave heights and water levels referenced to 2025 MLLW conditions, with 1-year return period significant wave heights of 1.71 meters (5.59 feet) and water levels of 1.34 meters (4.40 feet).
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Project Background – Geotechnical Summary Tangier Island is located within the northern portion of the Chesapeake Bay. The island itself is made up of Quaternary alluvial, intertidal, and eolian deposits. Alluvium consists of organic material, clay, sand, and subrounded pebbles and cobbles. Intertidal deposits are composed of organic-rich clays and silts, while beach/eolian deposits consist of poorly sorted fine to medium quartz sand. Tangier Island's formation was heavily influenced by the fluvial system of the Susquehanna River, where a ridge was created along its edge during the last sea-level low-stand around 18,000 years ago. Today, the island’s highest point is approximately 6 feet above sea level.
Sediment composition within the federal navigation channel varies by location (Figure 1). Coarser-grained sediments are found along the western side of the channel, beyond the jetty, likely due to fluvial input from nearby rivers. Moving east across the channel, sediments become much finer (less than 50% sand), likely due to lower fluvial input and a lower-energy depositional environment.
The 2024 vibracore data represents subsurface conditions at the time of sampling and are subject to change due to shoal movement and dredging activities.
Figure 1. Sediment distribution throughout the Tangier Island navigation channel based on 2024 vibracore data.
Figure 2 presents a cross-section of vibracores collected throughout the channel. The visual classifications and laboratory results are not fully consistent, primarily due to data management issues and inconsistencies in the logger’s application of sediment classification methods and laboratory sample selection. At this time, this represents the best available information for the project. Table 1 provides pertinent lab data for each sample, grain size curves and tables may be made upon request.
Figure 2: Vibracore cross-section from west to east across the navigation channel. Use Figure 1 to reference core locations.
Table 1. 2024 vibracore grain size data.
Core D10 (mm)
D15 (mm)
D30 (mm)
D50 (mm)
D60 (mm)
D85 (mm)
Sorting (phi)
Mean (mm)
Passing (No.
200 Sieve)
VC-01 0.12 0.15 0.19 0.23 0.26 0.44 0.83 0.25 6.2%
VC-02 0.06 0.11 0.17 0.23 0.27 0.54 0.87 0.25 12.6%
VC-03 0.02 0.04 0.07 0.14 0.16 0.24 0.61 0.15 30.5%
VC-04 0.16 0.19 0.28 0.36 0.40 0.74 0.87 0.36 6.3%
VC-05 0.07 0.17 0.27 0.37 0.42 0.77 0.87 0.37 10.5%
VC-06 0.03 0.05 0.17 0.31 0.36 0.70 0.94 0.35 23.0%
VC-07 0.03 0.04 0.08 0.25 0.33 0.72 1.27 0.42 28.9%
VC-08 0.01 0.01 0.03 0.05 0.06 0.09 0.55 0.10 77.2%
VC-09 0.01 0.02 0.04 0.06 0.07 0.12 0.53 0.10 61.2%
VC-10 0.01 0.02 0.03 0.05 0.06 0.14 0.83 0.16 73.1%
Project Background – Coastal Summary The west side of Tangier Island experiences some of the highest erosion rates within the lower Chesapeake Bay. Erosion is largely driven by storm events, especially nor’easters and tropical storms. The north-south orientation of the shoreline, combined with a large eƯective fetch averaging approximately 20 miles and extending just over 60 miles to the southwest, exposes the shoreline to sustained wind-driven wave energy. Wind observations recorded at the Tangier Island Airport indicate a predominance of winds from the north-northwest (NNW) and the south-southwest (SSW), (see Figure 3), which maximize wave development toward the western shoreline.
Figure 3 - Wind Observations at Tangier Island Airport
The tidal range of the region is relatively small, 1.5 feet between MLLW and MHHW. Figure 4 shows the tidal datum at the Lewisetta tide gauge. Water levels are strongly influenced by wind setup and storm surge commonly seen during tropical storms and nor’easters. During these events, the storm-driven waves combine with elevated water levels, increasing the potential for overtopping, toe scour, and structural instability. Table 2 below is the Annual Exceedance Probabilities for significant wave height and water levels, referenced from MLLW and adjusted to 2025 water levels.
Figure 4 - Tide Datums for the Lewisetta, VA tide gauge, relative to MLLW
Table 2 - Annual Exceedance Values for Significant Wave Height and Water Levels, referenced to MLLW
The nearshore bathymetry along the western side of Tangier is generally shallow, with gentle slopes and broad shoals near the island. This transitions into the deeper channel along the central portion of Chesapeake Bay. The shallow-water conditions, combined with long fetch exposure, result in relatively short-period, steeper waves that can enhance nearshore energy dissipation and contribute to shoreline erosion.
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