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Engineering Guidelines Training
NJ Living Shorelines Guidelines
Jon K. Miller
Andrew Rella
Amy Williams
May 29, 2015
Objectives
• Provide guidance to engineers and contractors on the engineering components of living shorelines
design
• Provide a common starting place to ensure consistency with GP 29 (N.J.A.C. 7:7-7.29) – “Living
Shorelines GP”
• Reduce the number of failures due to poor engineering/construction
Approach
1. Identify factors relevant to living shoreline
design
• Mix of traditional, traditional evaluated non-
traditionally, and non-traditional
2. Describe approaches for determining those
parameters
3. Provide example applications of those
parameters to design
• Sills*, breakwaters*, joint planted revetment,
reef balls*, living reef*
* It is assumed a marsh is planted behind the structures
Sea Level Rise
• Landscape features may drown
in place
• Desktop Analysis
• Alternatives analysis
• USACE and NOAA Guidance
Tide Range
• Determines amount of
overtopping/transmission
• Vegetation is extremely sensitive to
its position with respect to the tide
• Invertebrate growth is sensitive to
position within the water column
Wind Waves
• Along with wakes, typically the dominant cause of erosion
• Both the maximum and the average wave may be of concern
• Basis for most of the critical structural design parameters
• Fetch Analysis
• SMB Analysis
Wakes
• May represent a force as big or larger than
wind waves
• Can be difficult to discern from wind waves
• Measured vs Modeled
• Desktop Analysis
• Collect observational data
Currents
• Can uproot vegetation
• Transports ice and debris
• Scour
• Desktop Analysis
• NOAA, USGS, USACE, local climatologists
Ice
• Known to be important, but data lacking
• Desktop Analysis
• Ice climatology (US Coast Guard obs)
• Satellite Imagery (no info on thickness)
Storm Surge
• Surge can be less important because water overtops the structure
• Desktop Analysis
• FEMA flood maps
• NOAA tides and currents extreme water level analyses
TERRESTRIAL PARAMETERS
Upland Slope
Shoreline Slope
Width
Nearshore Slope
Offshore Depth
Soil Bearing
Upland Slope
• Measured from approximately spring high water to point at which upland levels off
• Critical for vegetation
• Milder slopes have less scarping
• Desktop Analysis
• DEM’s, LIDAR
Shoreline Slope
• Shoreline or intertidal slope important for marsh/beach development
• Defined from MLLW to Spring High Water Line
• Desktop Analysis
• DEM’s, LIDAR, new USGS seamless topo/bathy
• New USGS seamless topo/bathy
Nearshore Slope
• Influences nearshore waves and currents
• Influence depth at structure
• Stable platform required for structure
• Desktop Analysis
• NOAA, Bathymetric charts/DEM’s
Offshore Depth
• Influences nearshore waves
• Influences size of structure and amount of fill
• Desktop Analysis
• NOAA, Bathymetric charts/DEM’s
• Bathymetric Survey
Soil Bearing Capacity
• Must be sufficient to resist settling
• Desktop Analysis
• Existing maps: topographic, geologic,
groundwater, dredging records, etc
• Site visit (1)
• Walking the site
Water Quality
• Impacts growing conditions for both flora and fauna
• Primary parameters
• Dissolved Oxygen – produced by photosynthesis, consumed during respiration
• Varies seasonally, daily tidally, with depth
• NJ State Surface Water Quality Criteria
• Desktop Analysis
• USGS, EPA, NJDEP, Universities, NGO’s
• Consult a biologist/ecologist
Soil Type
• Soil conditions impact growth rate and root penetration
• Desktop Analysis (1)
• GIS Maps, Existing soil records, Dredge spoil (dumping) records
Sunlight Exposure
• Sunlight is required for photosynthesis which impact water quality
• Terrestrial vegetation also requires sunlight
• Desktop Analysis
• Google earth, bing
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
• A marsh requires a minimum amount of space
• Beaches/marshes provide additional energy dissipation
• Most states prohibit fill below MHW
• NJ allows fill to the 1977 tidelands map for restoration activities
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
Phragmites australis
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
Additional Considerations
• End Effects
• Width/Space
• Constructability
• Native/invasive
• Debris Impact
• Monitoring
“Build and Maintain”
Websites for Analysis
33
• Google Earth
• www.historicaerials.com
• US Army Corps guidance/procedure
• http://www.corpsclimate.us/docs/EC_1165-2-212%20-
Final_10_Nov_2011.pdf
• NOAA guidance
• http://www.habitat.noaa.gov/pdf/slr_workshop_report_nove
mber_2011.pdf
• NOAA (http://tidesandcurrents.noaa.gov/curr_pred.html)
• USGS (http://waterdata.usgs.gov/nj/nwis/rt)
• US Army Corps of Engineers (http://cirp.usace.army.mil/)
• Local climatologies (https://www.hrnerr.org/hudson-river-
sustainable-shorelines/shorelines-engineering/physical-forces-
statistics/)
• DEM’s (http://www.state.nj.us/dep/gis/)
• Lidar (http://www.csc.noaa.gov/)
• NOAA (http://estuarinebathymetry.noaa.gov/midatlantic.html)
• USGS (http://nj.usgs.gov/infodata/waterquality.html)
• EPA
(http://iaspub.epa.gov/tmdl/attains_state.control?p_state=NJ&p_
cycle=2006)
• NJDEP (http://www.state.nj.us/dep/wms/wqde/)
• Universities (http://www.monmouth.edu/university/coastal-water-
quality-real-time-monitoring-program-ver-2.aspx)
• NGO’s (http://nynjbaykeeper.org/resources-programs/advocacy-
legal-campaigns/how-is-the-water/)