1. Photo: November 12, 2010
Coastal Erosion Control:
What Practices Can Be Used To
Improve Resiliency?
Rhode Island Flood Mitigation Association
2016 Conference
James Boyd - Coastal Policy Analyst
RI Coastal Resources Management Council
2. Map of ri
Matunuck
Misquamicut
CRMC Type 1 Shoreline
Providence
CRMC Type 1 Conservation Areas (CRMP Section 200.1)
“Included in this category are one or more of the following: (1)
water areas that are within or adjacent to the boundaries of
designated wildlife refuges and conservation areas, (2) water
areas that have retained natural habitat or maintain scenic
values of unique or unusual significance, and (3) water areas that
are particularly unsuitable for structures due to their exposure to
severe wave action, flooding, and erosion”
5. Revetments can impeded
public access along the shore
• Riprap revetments most common along the RI South Shore
• Predate the Coastal Resources Management Program
• Shore Parallel structures cover about 15% of RI South Shore
7. CRMC regulations for construction of
new shoreline protection facilities
CRMP Section 300.7
• Prohibited on barriers and Type 1 shorelines
• Prohibited when proposed to be used to regain property lost
through historical erosion or events
• Pre-existing structures can be maintained
• Where shoreline protection is permissible applicants must
demonstrate that they have exhausted all reasonable and
practical alternatives including non-structural shoreline
protection and relocation of the structure at risk
8. South Shore Shoreline Protection Structures
Westerly
Charlestown
South Kingstown
Narragansett
CT
9. CRMC Shoreline Change Maps forCRMC Shoreline Change Maps for
Washington CountyWashington County
http://www.crmc.ri.gov/maps/maps_shorechange.html
10. Sea Level Rise Projections for Newport, RISea Level Rise Projections for Newport, RI
Source: U.S. Army Corps
17. Summary of CRMC Experimental RegulationsSummary of CRMC Experimental Regulations
• Identifies two (2) allowable areas for use
• Experimental techniques are considered short-term
solutions and permissible only within allowable areas
• Revetments, bulkheads, seawalls, groins, breakwaters or
jetties are not experimental techniques
• Technical Review Panel to consider proposed techniques
• Requires a CRMC Preliminary Determination application
(no fee) before filling a formal CRMC permit application
• Detailed site plans and survey required; performance
bond may be required
• Illegal structures must be removed concurrently with the
installation of approved experimental method
• Site monitoring required to demonstrate effectiveness
18. CRMC Technical Review Panel
(TRP)CRMC Executive Director
CRMC Coastal Geologist
CRMC Engineer
CRMC Environmental Scientist
DEM Director or Designee
URI Ocean Engineering Professor
University Coastal Geologist
South Kingstown Municipal Official
Westerly Municipal Official
South Kingstown Town Resident (ex officio)
Westerly Town Resident (ex officio)
The TRP will determine feasibility of proposed technology
or method for use in designated experimental areas.
22. Source: NETCO http://netcomanage.com/
9 feet long by 5 feet wide by 1 foot thick
Coir Gabion Mattress
Matunuck, RI
“Soft” Bio-degradable Solutions
Coir Envelopes
Jerusalem, RI
Coir envelopes anchored with
4” x 4” x 12’ white oak posts
23. Source: NETCO http://netcomanage.com/
ElcoRock Project
White Cliffs Country
Club in Plymouth, MA
http://www.elcorock.com
Geo-Synthetic Sand Containers
4,500 - 5,000kg per 2.5 m3
container
27. Amanda Wilcox, Time Warner Cable News
Ken Blevins, Associated Press
“North Carolina yet again shortsighted on sandbags”
The News & Observer, February 19, 2016
“Sea walls, whether sandbags or concrete, placed on eroding coasts can be
depended upon to destroy beaches.” Orrin H. Pilkey*
*Professor Emeritus of geology at the Nicholas School of the Environment at Duke University
New updated shoreline change maps are available on the CRMC web pages
Shoreline protection structures must take into account projected SLR based on project design life
CRMC adopted NOAA SLR curves in January 2016
Shoreline Change (Beach) SAMP examining long-term solutions to address ongoing shoreline erosion problem
Several properties in the Jerusalem Beach area had been experiencing extensive erosion to the point where foundations of the homes were becoming exposed. Due to regulatory restrictions, rock and gabion installations were not allowed. Thus, the homeowners evaluated a series of “soft” solutions to reduce both the rates of erosion and stabilize the coastal bank. With the help of their permitting consultant, the bank stabilization method selected was to install a series of coir envelopes (both straight line and “scalloped”) including use of white oak toe anchor posts. In addition, the installation involved sand nourishment to reestablish the slope of the coastal bank and provide coverage over the coir envelopes. NETCO completed the installation of the coir envelopes and stabilization system in four weeks, including the use of oscillating post driver. Close to 350 white oak posts (4″x 4″x 12′) were used as toe anchor posts.
Gabion mattresses have long been used as an erosion control product to stabilize and reinforce coastal banks, stream banks, hillsides and beaches undergoing surface erosion. Traditional gabion mattresses have been made from either steel wire or plastic. In the last three years, NETCO has developed and tested a biodegradable coir fabric gabion mattress as an alternative product to traditional gabion mattresses that use high density polyethylene (HDPE) plastic materials or steel wire. The NETCO coir mattress design can be fabricated to meet almost any project configuration requirement. The mattress is a three layer 1,000 gram/layer coir system with an inner liner layer of jute/burlap and comes with internal baffles to hold the rock and sand from shifting. As with traditional gabion mattresses, the coir gabion mattress can be filled with sand, rock, or a combination of the two.
The standard NETCO coir gabion mattress is 9 feet long by 5 feet wide by 1 foot in thickness. A common alternative mattress is 9 foot long by 5 feet wide by .5 feet (six inches) in thickness. NETCO will also fabricate the NETCO gabion mattresses to fit any project design.
The coir gabion mattress was designed by NETCO to meet the increasing interest by property owners and regulatory bodies in placing sturdy, but biodegradable coastal and shoreline erosion control products in coastal environments. The durability of the coir mattress is outstanding in that it is normally deployed in project configurations where it will remain continuously covered with sand or other cover materials, thereby minimizing UV deterioration. NETCO has utilized the coir gabion mattress system for beach surface drainage layers under other, above ground beach and coastal bank erosion control materials (e.g., coir envelopes, gabion baskets, coir logs/waddles), walkways, as a coastal bank protection system, and as terrace structures on sandy/unstable soils.
CRMC file 2015-07-045
Sandbags line the beach in front of condominiums at Kure Beach in 2008. Sandbags were originally meant to offer threatened structures temporary protection, generally for two years, until a more permanent solution could be developed.
Read more here: http://www.newsobserver.com/opinion/op-ed/article61357342.html#storylink=cpy
“Enforce the state’s anti-seawall regulations and remember that sandbags are seawalls too.”
“Institute a policy of retreat from the shoreline before the level of the sea rises more and erosion increases further.”