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In 2011, the Virginia General Assembly adopted a policy into law that specifies living shorelines as the preferred management practice for erosion control in Virginia waters. In accordance with the law, the Commonwealth defines a living shoreline as ... \"... a shoreline management practice that provides erosion control and water quality benefits; protects, restores or enhances natural shoreline habitat; and maintains coastal processes through the strategic placement of plants, stone, sand fill, and other structural and organic materials\".<\/SPAN><\/SPAN><\/P>

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The Center for Coastal Resources Management (CCRM) at the Virginia Institute of Marine Science (VIMS) has been developing tools for several years to guide local governments in shoreline management. In particular, they have focused on the use of ecologically preferred alternatives for erosion control and have conducted research into refining the appropriate uses for a large suite of possible treatments based on existing shoreline conditions. A series of Decision Trees were developed to determine shoreline best management practices when conducting onsite inspections. These were developed to support integrated guidance at the management and regulatory level.<\/SPAN><\/SPAN><\/P>

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This body of work has been expanded and re-developed as a GIS spatial model known as the Shoreline Management Model (SMM) to determine appropriate shoreline best management practices from the desk-top using available spatial data and the decision tree logic. The assessment is conducted at parcel level scale but the output represents a reach based or cumulative approach to shoreline management. The variables used in the SMM include fetch, nearshore bathymetry, bank condition, bank height, marsh presence, beach presence, tree canopy presence, and permanent structures within the riparian zone. Version 5 adds existing shoreline erosion control structures, and the presence of submerged aquatic vegetation (SAV) to enhance the models capabilities for evaluating best management practices along shorelines that have already been hardened or where erosion control practices may impact SAV.<\/SPAN><\/SPAN><\/P>

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Most appropriate for desk-top reviews, regulatory compliance and comprehensive planning, the recommendations derived from the SMM may be altered due to lot size, shoreline length along a single parcel, proximity of primary buildings to the shoreline, type of existing erosion control structures, land use practices, and local biota. The output of the SMM is delivered to the end user in two ways: interactive map viewer, and digital shape file.<\/SPAN><\/P>

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Mobjack Bay has been pulled out from the original SMM v5.1 run in 2019 and rerun to provide reccommendations in areas previously classified as 'Ecological Conflicts'. 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This layer was generated by combining the VIMS Shoreline Studies Erosion Rates from 1937-2009 (Hardaway, Jr. et al. 2020) with the NOAA Coastal Resilience water interface shoreline (\\\\ccrmspace\\ccrm\\NOAACoastalResilience\\GIS\\Data\\Shorelines\\water_interface_shl\\allVA_waterinterface_line_noboundaries.shp). The shoreline layer was first dissolved into a single multipart shoreline, and then split into 10 m segments using the QGIS v3.24 \"Split lines by maximum distance\" tool. The erosion rate points were then joined to their nearest shoreline segment, with a maximum search distance of 500 m. Shoreline segments greater than 500 m from the nearest erosion rate point were manually assigned a rate of -0.03 m/yr based on work done by Cielomar Rodriguez for her dissertation at VIMS. The 3 cm/year loss will only be valid in small creeks, and should not be used for the Seaside Eastern Shore or any shoreline along larger bodies of water (e.g., the Pamunkey River). 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Geospatial layers were collected for each of the four habitat suitability factors identified as important for oyster growth and survival: salinity, substrate, wave energy, and bathymetry. Each layer was clipped and projected onto 1-meter grid cell covering the Mobjack Bay study area. Each grid cell contains a score value for each layer. Scores for the salinity and substrate layers were assigned so that unsuitable sites were excluded from the analysis. Scores for wave energy and bathymetry were assigned based on threshold values that affect the type of oyster structure suitable for that location. The suitability of each 1-meter cell was calculated by multiplying the scores for each of the four suitability layers, and the resulting overall score indicates whether the location is 1) suitable and 2) what type of oyster structure would be most appropriate based on bathymetry and wave energy. 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