Answer a series of questions and follow the prompts below to arrive at a recommended shoreline erosion control strategy.

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Is the shoreline currently defended with an erosion control structure?




Erosion control structures include breakwaters, bulkheads, groins, marsh toe revetment (marsh sill), revetment, seawalls, etc. This question only considers the structures bulkhead and revetment.

Shoreline protected with bulkhead
Shoreline protected with bulkhead ©CCRM/VIMS

Bulkheads are traditionally treated wood or steel 'walls' constructed to offer protection from wave attack. More recently, plastics are being used in the construction. Bulkheads are vertical structures built slightly seaward of the problem area and backfilled with suitable fill material. They function like a retaining wall, as they are designed to retain upland soil, and prevent erosion of the bank from impinging waves. (VIMS Shoreline and Tidal Marsh Inventory Glossary. 2017)

Shoreline protected with revetment
Shoreline protected with revetment ©CCRM/VIMS

Revetment is a sloped structure constructed large, heavy stone or other materials (riprap) placed against the upland bank for erosion control. The size of a revetment should be determined by the wave height expected to strike the shoreline. The site-suitability for a revetment must be determined, including bank condition, tidal marsh presence, and construction access limitations. (VIMS - CCRM Coastal Management Decision Tools, Currently Defended Shoreline - Definitions)


Is the shoreline part of a residential canal?



A residential canal is a navigable, man-made, narrow waterway in a residential setting. The shoreline is often hardened with bulkhead or revetment. Short piers, boathouses, boat lifts, and/or places to tie boats against the bulkhead are present. Three examples are shown below.

Salt Pond Canal in Hampton, Virginia
Residential canal. ©CCRM/VIMS
Residential canal
Residential canal. ©CCRM/VIMS
Residential canal from aerial imagery
Aerial imagery of a residential canal. ©VBMP 2017

Is the shoreline part of any of the following?






Marinas are typically commercial operations with many piers and boat slips. Some facilities may have boat storage buildings. The shoreline tends to be hardened with bulkhead or revetment. Small scale, community piers with multiple slips might not have shoreline hardening but should still be considered a marina.

Aerial imagery of Sarahs Creek Marina
Aerial imagery of Sarahs Creek marina. ©VBMP 2017
Marina
A marina in Stafford, Virginia ©CCRM/VIMS
GoogleEarth image of a marina and boat storage facility
A marina and boat storage facility. ©Google Earth 2018

Is there submerged aquatic vegetation (SAV) or mangroves within 30 feet of the shoreline, or is the shoreline part of a sand spit?






Most coastal states have rules and regulations that prevent placing structures in an area where SAV has been mapped in atleast one out of the previous five years.

SAV in shallow water
Nearshore shallow water with SAV. ©CCRM/VIMS

Submerged Aquatic Vegetation (SAV) are underwater grasses that grow in shallow water. A few of the important ecological services they provide include habitat for crabs, fish, and shellfish, food for waterfowl, and improved water quality by trapping suspended sediment and absorbing nitrogen and phosphorus.(NOAA. Submerged Aquatic Vegetation. NOAA Chesapeake Bay Office website, https://chesapeakebay.noaa.gov/submerged-aquatic-vegetation/submerged-aquatic-vegetation, accessed on 3/21/2019)

The height of the bank at the interface between the shoreline and the upland can limit the type of management solutions that would be effective at countering erosion. Erosion on very high banks (those greater than 30 feet) may not be driven by wave energy, and therefore shoreline management strategies would not be appropriate.

Is your bank height greater than 30 feet?



Bank height is measured vertically from the foot of the bank to the top of the bank.

Determining bank height
Measuring bank height. ©CCRM/VIMS
Low bank with marsh
Shoreline with marsh and low bank. ©CCRM/VIMS
Bank height greater than 30 feet
Bank height greater than 30 feet. ©CCRM/VIMS

Can the shoreline bank be graded, if necessary?




The intent of bank grading is to reduce the steepness of the bank slope thereby minimizing erosion caused by wave activity at the base of the bank. In Virginia a 2:1 or 3:1 slope is appropriate. For example: for a 2:1 slope, a 10 foot tall bank would need to be graded back a minimum of 20 feet (i.e. 2x10 = 20). Different slope ratios may be appropriate for other regions.

Bank grading graphic
Minimum 2:1 slope for bank grading. ©CCRM/VIMS
House adjacent to water
House too close to shoreline for bank grading. ©CCRM/VIMS
Graded bank
Graded bank ©CCRM/VIMS

What is the length of the shoreline of interest?



Length of the property shoreline can be an important component in what type of shoreline erosion control is proposed. For example: when the shoreline length is less than 200 feet an offshore breakwater may not be practical.

Parcels with shoreline length less than 200 feet
Parcels with shoreline length less than 200 feet. (VBMP 2017 & VGIN parcels)
Parcels with different shoreline lengths
Parcels with shoreline length greater than and less than 200 feet. (VBMP 2017 & VGIN parcels)

Is there an established marsh along this shoreline?



Tidal marshes take on several different morphologies. They can be embayed features that are set into the landscape with upland areas along the marsh edges. They can also be large extensive features that extend into the open water and have water on two or three sides. Fringe marshes grow nearly parallel to the shoreline and can be wide or narrow. In all cases, wetland vegetation must be relatively well established, although not necessarily healthy. (Glossary of Shoreline Features Defined (2014), Center for Coastal Resources Management, VIMS)

Marsh infront of a stable bank
Marsh protecting a stable bank. ©CCRM/VIMS
Wide marsh
Wide marsh. ©CCRM/VIMS

How wide is the marsh?



Existing tidal marshes greater than 15 feet wide typically provide beneficial wave attenuation and sediment trapping. Increasing the size of marshes less than 15 feet wide may be a recommended strategy to improve these ecosystem services.

Narrow marsh
Marsh less than 15 feet wide. ©CCRM/VIMS
Wide marsh
Wide marsh. ©CCRM/VIMS

Is there a beach along the shoreline?



Beaches are persistent sandy shores that are visible during high tides. These features can be wide or thin lenses of sand. (VIMS Shoreline & Tidal Marsh Inventory Glossary (August 2017))

Beach
Beach along the James River. ©CCRM/VIMS
Wide beach
Wide beach. ©CCRM/VIMS

Is there an existing groin field?



Groins are low profile structures that sit perpendicular to the shore. They can be constructed of rock, timber, or concrete. They are frequently set in a series known as a groinfield, which may extend along a stretch of shoreline for some distance. When effective, groins will trap sediment moving alongshore. (VIMS Shoreline & Tidal Marsh Inventory Glossary (August 2017))

Groinfield
Groinfield. ©CCRM/VIMS
Rock groinfied
Groins constructed with rock. ©CCRM/VIMS
Groinfield - Google Earth
Aerial imagery of a groinfield . ©Google Earth

What is the shoreline exposure/fetch?




Fetch is the distance across open water over which wind blows and waves are generated.(VIMS-CCRM Coastal Management Self-Guided Decision Tools. Center for Coastal Resources Management website, https://www.vims.edu/ccrm/advisory/ccrmp/bmp/decision_tools/index.php Undefended Shoreline Decision Tool User Manual - April 2010)
Use a map or aerial image to measure the longest fetch to answer this question.

Photo of a low fetch environment
Low fetch is less than 0.5 mile. ©CCRM/VIMS
Low fetch aerial view
Low fetch environment showing distances from a point on the shoreline. (VBMP 2017 imagery)
Photo of a waterbody with moderate fetch
Moderate fetch is 0.5 to 2 miles. ©Google Maps Streetview
Moderate and high fetch aerial view
Moderate and high fetch environments showing distances from points on the shoreline. (VBMP 2017 imagery)
Image showing high fetch
High fetch is greater than 2 miles. ©CCRM/VIMS

What is the nearshore water depth?



Nearshore water depth refers to the vertical distance between the water surface and the submerged bottom usually referenced in feet below the mean low water elevation (e.g. -2 ft MLW). Shallow water depths are less than 1 m (3 feet) at a distance 30 feet from the upland bank.

Measuring water depth graphic
Measuring water depth. ©CCRM/VIMS
Imagery showing shallow and deep water
Nearshore water depth showing 1 and 2 m bathymetric contours (Topobathy Lidar 2018).
Graphic showing nearshore deep and nearshore shallow
Nearshore water depth graphic showing 1 and 2 m bathymetric contours ©CCRM/VIMS.
Shallow water nearshore
Nearshore shallow water. ©CCRM/VIMS

Shallow nearshore. Water depth is considered 'Shallow' if the offshore slope is gradual and the water depth approximately 30 feet from shore is 3 feet or less.

Deep water nearshore
Deep draft boats docked along the shoreline. ©CCRM/VIMS

Deep nearshore. Water depth is considered 'Deep' if the offshore slope is steep and the water depth approximately 30 feet from shore is greater than 3 feet.