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Marine Aggregates Maërl Extraction and Impacts Online Resources

Impacts of Marine Aggregates and Maërl Extraction

The principal environmental concerns regarding marine aggregates (sand and gravel) and maërl extraction activities arise from the physical impacts on the seabed and the resulting biological responses.

Dredging operations result in considerable short-term impacts on benthic (seafloor) communities, i.e. reduction in density, species numbers and diversity. The time for recovery following cessation of dredging depends upon the nature, magnitude and duration of the operation, the nature of the new sediment that is exposed or subsequently accumulates at the extraction site, the larval and adult pool of potential new colonisers, and the nature and extent of the stresses that the community normally withstands (Marine Institute 1999).

Impacts of Aggregate Extraction

Dredging for marine aggregates causes physical disturbance that may have an impact on marine life in the vicinity of the extraction area. The most obvious biological effect of sand and gravel extraction is the removal and destruction of marine life in the area of extraction. Also marine life living in the vicinity, particularly downstream, of the extraction area may be impacted by the fine sediment particles that are suspended by the action of the dredger. Close to the extraction area, bottom-living organisms may be blanketed by stirred up or spilled sediments. Further away, the increase in fine particles in suspension may harm filter-feeding organisms, such as mussels, owing to the abrasive effects of sediment passing over their feeding and respiratory structures. These effects may cause a change in the types of organisms living in areas subject to commercial sand and gravel extraction, favouring opportunistic organisms that can reestablish themselves more quickly after such physical disturbance and changes to the seabed.

ICES Environmental Status of the European Seas 2003

Extraction methods

Commercial marine aggregate and maërl extraction commonly involves the use of suction dredgers, which physically alter the seabed leaving long, shallow tracks or large, deep depressions.

United Kingdom
Typically, in UK waters, trailer suction-hopper dredgers are used for sand and gravel extraction. These employ a single, rear-facing pipe. Dredging is carried out whilst the vessel is underway leading to the production of shallow linear furrows approximately 1-3m wide and generally 0.2-0.3m deep.

According to the UK Centre for Environment, Fisheries and Aquaculture Science (CEFAS), "repeated dredging by trailer dredgers can result in substantial lowering of the seabed across a wide area and this will be related to the frequency of dredging and the level of dredging intensity" (CEFAS 2001).

A number of UK vessels are also able to dredge by anchoring or remaining stationary over the deposit. Static dredging is employed in areas where the deposit is spatially restricted or locally thick (e.g. in the Bristol Channel). In this case, dredging usually results in saucer shaped depressions up to 8-10m deep and 200m in diameter.

County Cork
The Celtic Sea Minerals Ltd maërl extraction site at Lonehort Point off Bere Island in Bantry Bay consists of a mud/dead maërl matrix, which lies adjacent to a live maërl bed. The company uses a suction-hopper dredger vessel to take an average 120 tonnes of maërl from the seabed at a time.

The extraction activity usually lasts for about 3 hours at a time, is carried out 3 or 4 times per week, and takes place all year round.

The material is lifted hydraulically by suction through a drag-arm and pumped into the hopper bin aboard the vessel, which then transports the material to Dinish Island, Castletownbere Harbour, where the processing plant is located. The processing activity includes the following phases: drying, sieving, grinding, blending and packaging. Celtic Sea Minerals has developed a number of products based on "calcified seaweed" for the Irish market, including Shamrock Sea Cal fertiliser for use on grassland (De Grave et al. 2000).

Physical effects

The most obvious impact due to dredging is seabed alteration, with habitat modification resulting from (localised) changes in sediment composition. The length of time that trailer-dredged furrows or depressions created by static dredging will remain as distinctive features on the seabed depends on the ability of tidal currents or wave action to mobilise and move finer sediments into them. Where exposure is moderate, furrows have been observed to last for 3-7 years.

Bathymetric changes resulting from the significant lowering of the seabed have the potential to cause a drop in current strength resulting in the deposition of finer sediments, which may contribute to a localised depletion of oxygen, and lead to a change in benthic community structure. On the other hand, where dredging exposes deeper gravelly deposits, seabed sediments may be coarsened, again affecting benthic community structure (CEFAS 2001).

CEFAS (2001) points out that particular dredging practices can also contribute to the fining or coarsening of sediments over time. For example, the aggregate industry carries out screening activities in order to meet specific sand/gravel requirements of the construction industry.

"Typically the construction industry requires marine aggregate to be supplied with a gravel content of greater than 50% … Where the in-situ gravel content of the dredged resource is lower than this, dredgers employ on-board screening to increase the gravel content of cargoes. Vessels use either static screen boxes or screening towers to alter the composition of the dredged aggregate, by passing the water/aggregate mix over a mesh screen. Assuming that the intention is to increase the gravel content, a proportion of the finer material and water will pass through the screen, and be returned to the sea by means of a reject chute. This process can be reversed if the intention is to produce a sand cargo, with the coarse fraction of the dredged aggregate being rejected" (CEFAS 2001).

Over time, this screening activity has the potential to significantly change the composition of sediments within a dredged area.

Dredging can also produce plumes of re-suspended sediments as a result of mechanical disturbance of the seabed, the outwash of material from spillways from the vessel hopper, and from the rejection of unwanted sediment fractions by screening activities. The extent of the sediment plume and fall-out, and the increased turbidity of the water column will depend on the particle size, total quantity of material suspended and the local hydrodynamics.

The significance of re-sedimentation from plume fall-out on the benthic fauna and flora and its effect on the rate of re-colonisation of the affected seabed area is unknown (CEFAS 2001). However, impacts are likely to include the smothering of sedentary benthic organisms, behavioural changes and gill impairment of fish, possible changes in the chemical environment, liberation of organic materials that affect oxygen levels, and liberation of harmful seabed gases such as methane and hydrogen sulphide (see Figure 1 [pdf 7k]).

[In UK waters] Aggregate extraction, in contrast to fishing activity, is restricted to smaller and strictly defined areas. However, in some places within the licensed dredged areas, the impact on the seabed can be greater per unit area than bottom fishing as both the substrata and fauna are removed, which prolongs the recovery of the habitat and benthic community. Such major impacts can be limited, however, as some areas within a licensed area are commercially unattractive because the aggregate resource is too thin. Once an area has been dredged and aggregate removed, the operator generally moves on and recovery begins. Areas that are heavily fished, however, may never fully recover because the seabed is disturbed before recovery has taken place.

UK Habitat Action Plan: Sublittoral sands and gravels

Removal of marine aggregates from the large sand and gravel banks that lie parallel with the coast in the western Irish Sea may expose the east coast to increased wave action and higher rates of erosion — thus exacerbating the risk posed to Ireland's east coast by climate change.

Biological effects

The most significant consequence of marine aggregate extraction is the direct removal of the substrate and the associated benthic fauna and flora. Alteration of the seabed, together with bathymetric changes and increased turbidity, can lead to short- or long-term changes in the composition and abundance of species in both benthic and fish communities, with knock-on impacts on bird and fish populations that normally feed on these resources. If spawning fish, which require a stable seabed substrate and environmental conditions, use an area then disruption of egg-laying can occur.

De Grave and Whitaker's (1999) study of the environmental impact of dredging for maërl at the Celtic Sea Minerals extraction site at Lonehort Point concluded that changes in benthic community structure had occurred along the lines of other types of dredging activity. Most noticeable was a shift in the dominance from omnivorous crustaceans and polychaetes to suspension-feeding bivalves. This is linked to the relative instability of the sediment at the dredged site, mobilisation of food resources and the increased turbidity.

Typically, dredging causes an initial reduction in the abundance, species diversity and biomass of the benthic community. A controlled study of the impacts of marine gravel extraction on the macrobenthos (i.e. excluding benthic micro-organisms) at a site off the east coast of England showed that significant reductions had occurred in numbers of species (62%), abundance (94%) and the biomass (90%) following the removal of 52,000 tonnes of material by a trailer suction dredger (Kenny and Rees 1994).

Restoration

Dredging clearly has an impact on benthic communities but the nature of this impact varies widely according to the intensity of dredging and pre-existing environmental conditions — in particular the inherent stability or mobility of the seabed sediments. Recovery tends to be more rapid in unstable dynamic environments such as shallow water mobile sands typically ranging from a few months to between 2-4 years. Conversely in deep water stable gravels recovery of some long-lived species can take in excess of 15 years. While broad generalisations can be made on recovery in relation to sediment types, the considerable variation in recovery within and between habitat types dictate that meaningful assessments of recovery can only be undertaken on a site-specific basis, incorporating local environmental factors.

BMAPA, The Crown Estate and English Nature 2004

The factors influencing the restoration of local populations include the types of organisms that remain in the vicinity following sediment extraction, the life histories and mechanisms of dispersal in different fauna and flora, the patchiness of the environment, the spatial and temporal variability of dredging disturbance, the effects of existing or new residents on the substratum, and the potential interaction between dredging disturbance and other perturbations such as storm disturbance (Boyd and Rees 2001).

Upon cessation of dredging activities, benthic fauna and flora begin to re-colonise the affected area. Despite a general lack of baseline information for commercial marine aggregate extraction sites, Boyd and Rees (2001) suggest that a general pattern of re-colonisation is emerging. The first phase involves the settlement of a few opportunistic species that are able to take advantage of the dredged and sometimes unstable sediments. Re-colonization can either be by adults or larvae from the surrounding area if the disturbed area is similar to the original substrate, or by larvae from more distant sources if the sediment is markedly different.

A second phase is characterised by a reduced community biomass, which was observed to persist for three years in North Norfolk. This may be caused by increased sediment (mainly sand) in transport, which scours the epibenthos (i.e. benthic organisms living primarily on, or closely associated with, the seabed). Over time, the sediment transport approaches the pre-dredging equilibrium, allowing the restoration of community biomass. However, re-establishment of a benthic community similar to that which existed prior to dredging can only be attained if the topography and original sediment composition are restored (Boyd and Rees 2001). In cases where sediments are regularly disturbed by tidal currents, the benthic community may remain at an early successional stage (Kenny and Rees 1994).

The estimated time required for the restoration of benthic communities following marine aggregate extraction vary. Available evidence, largely obtained from experimental studies, suggests that substantial progress towards "recovery" could be expected within 2-3 years of cessation of dredging in sandy gravel habitats exposed to moderate wave exposure and tidal currents. However, preliminary observations from a recent study of a historic commercial extraction site off Harwich, East Anglia, indicate that the "recovery" period may be more prolonged (i.e. greater than 4years), especially for sites dredged repeatedly (Boyd et al. 2001).

With regard to maërl, De Grave et al. (2000) state that given the slow growth rate of maërl, it can be assumed that once extraction commences on any given maërl bed this will inevitably result in the partial or complete obliteration of the bed and its associated fauna and flora. In addition, sedimentation, where it occurs following re-suspension of material as a result of dredging, will impede re-colonization and re-growth. Once a maërl bed is extracted to a level at which it is no longer economically viable, the operation will have to move to a new location.

"Although possibly some remnants of the maërl bed may persist, it is highly unlikely that these will be able to re-colonise and re-establish the former maërl bed, at least on a human time scale" (De Grave et al. 2000).

A 2004 study by Emu Ltd on behalf of the British Marine Aggregate Producers Association (BMAPA), The Crown Estate and English Nature produced Guiding Principles for Remediation of marine aggregate extraction sites.

Management

It is UK Government policy to adopt a precautionary approach when considering applications for marine aggregate extraction, particularly in areas that are important for fish spawning, migration routes, or as nursery and over-wintering grounds (DETR 2001). Where there is evidence of a decline in fish population size, in parallel with the continued extraction of marine aggregate in UK waters, one management strategy has been to restrict aggregate extraction on the assumption that aggregate removal may be impeding the onshore migration of fish.

Rogers and Nicholson (2001) point out, however, that for such a strategy to be complete, it must be accompanied by clear objectives and a monitoring programme, which can evaluate the success, or otherwise, of the management action.

The Marine Institute (1999) has said that the environmental implications of offshore aggregate extraction such as alteration of benthic habitats, coastal erosion, conflicts with fisheries, and so forth, "should be weighed against the economic benefits before any major extraction is authorised."

The Foreshore Acts 1933 to 1998 require that aggregate and maërl extraction activities taking place on State-owned foreshore (i.e. the land and seabed between the high water mark and the 12 nautical mile limit [1]) require a Foreshore licence to be granted by the Minister for Communications, Marine and Natural Resources [2] prior to the commencement of any works [3].

Certain developments are subject to the European Communities (Environmental Impact Assessment) (Amendment) Regulations, 1999 [S.I. No.93 of 1999]. An application for any development above the relevant threshold in the Regulations (an extraction area greater than 5 hectares) must include an Environmental Impact Statement (EIS). For proposed developments below the 5 hectare threshold, an appraisal of the environmental effects of development must be submitted by the applicant to allow the Minister to decide whether it is likely to have significant effects on the environment. Where the decision is "yes" an EIS is mandatory [4].

The Local Government (Planning and Development) Acts and Regulations require that, before undertaking any development that is not exempted from planning control, the applicant must also seek and obtain permission from the local planning authority (i.e. County Council, Corporation, etc.).

In November 2001 the ICES working group on the effects of extraction of marine sediments on the marine ecosystem (WGEXT) reported to the OSPAR Biodiversity Committee that, in Ireland, approaches and guidelines to Environmental Impact Assessment "are currently under review and will be developed in line with future policy regarding the issue of licences for aggregate extraction" (OSPAR 2001).

With regard to maërl, De Grave et al. (2000) state that should a proposal be put to the regulatory authorities to extract a live maërl bed or a maërl debris deposit, "the application should be carefully scrutinised, both for economic feasibility and from a biodiversity point of view. Certainly, extensive site investigations should be carried out to calculate the potential longevity of the extraction period, especially as it is assumed that most maërl beds in Irish waters are only in the order of 1-2 m in thickness … Secondly, an extensive study into the local biodiversity and community structure should be carried out."

Given the listing of both the main maërl bed-forming species (Lithothamnion corallioides and Phymatolithon calcareum) in Annex V of the Habitats Directive, the authors add that "any application to extract live or dead maërl should be required to submit an Environmental Impact Statement. Although no specific guidelines in relation to information to be contained in such a document are in existence for maërl beds, generic guidelines on both a national and international level are in existence as are international guidelines dealing with the extraction of marine gravel deposits. The latter have a direct bearing on the information to be supplied, in view of the similarities between both habitats. Although special cognisance should be taken of the perhaps unique features of the maërl habitat vs. gravel habitats, these would primarily relate to the living nature of the resource itself" (De Grave et al. 2000).

 

Footnotes

1. 12 nautical miles equals approximately 22¼ kilometres.

2. Through the Coastal Zone Administration Division of the Department of Communications, Marine and Natural Resources.

3. A development on privately owned foreshore also requires the prior permission of the Minister under the Foreshore Acts.

4. The public consultation period for an application requiring EIS is one month and a copy of the EIS must also be provided by the applicant to the consultative bodies named in the Foreshore (Environmental Impact Assessment) Regulations, 1990 (S.I. No.220 of 1990).

References

BMAPA, The Crown Estate and English Nature. 2004. Marine Aggregate Site Restoration & Enhancement: A Strategic Feasibility and Policy Review. Report No. 04/J/01/06/0548/0437 June 2004. Prepared by Emu Ltd., Durley, Hampshire SO32 2EJ, UK. (pdf 1.4Mb)

Boyd S.E., Limpenny D. S., Rees H.L. and Cooper K.C. 2001. Preliminary observations of the effects of dredging intensity on the recolonisation of dredged sediments (Area 222). In: Assessment of the rehabilitation of the seabed following marine aggregate dredging. 1st Annual report to the DETR Contract MPO676.

Boyd S.E. and Rees H.L. 2001. Towards an understanding of the impacts of marine aggregate extraction on the seabed as a basis for developing an EcoQO approach for management. Workshop Paper: CEFAS, 2001. Final Report: Workshop to discuss the feasibility and practicality of developing Ecological Quality Objectives for aggregate extraction areas. 11-12 October 2001. CEFAS Lowestoft Laboratory, Pakefield Road, Suffolk, NR33 0HT, UK.

CEFAS. 2001. Final Report: Workshop to discuss the feasibility and practicality of developing Ecological Quality Objectives for aggregate extraction areas. 11-12 October 2001. CEFAS Lowestoft Laboratory, Pakefield Road, Suffolk, NR33 0HT, UK.

De Grave S., Fazakerley H., Kelly L., Guiry M.D., Ryan M. and Walshe J. 2000. A Study of Selected Maërl Beds in Irish Waters and their Potential for Sustainable Extraction. Final Report of the Marine Research Measure Project IR.95.MR.019. Marine Institute, Dublin. (pdf)

De Grave S. and Whitaker A. 1999. Benthic community re-adjustment following dredging of a muddy-maërl matrix. Marine Pollution Bulletin, 38: 102-108.

DETR. 2001. Draft Marine Minerals Guidance Note 2: Guidance on the Extraction by Dredging of Sand, Gravel and other minerals from the English Seabed. Consultation Paper. Department of the Environment, Transport and the Regions, London, UK. February 2001. 42pp.

ICES. 2003. Environmental status of the European seas: quality status. Federal Ministry for the Environment, Nature Conservation and Nuclear Safety. 75 pp.

Kenny A. J. and Rees H. L. 1994. The effects of marine gravel extraction on the macrobenthos: early post dredging recolonisation. Marine Pollution Bulletin 28(7): 1-19.

Marine Institute. 1999. Ireland's Marine and Coastal Areas and Adjacent Seas: An Environmental Assessment. Prepared by the Marine Institute on behalf of the Department of Environment & Local Government and the Department of Marine & Natural Resources, Ireland. March 1999.

OSPAR. 2001. Section 13 of the ACME Report 2001. Effects of the Extraction of Marine Sand and Gravel on Ecosystems. Presented by ICES. OSPAR Commission, Biodiversity Committee. BDC 01/5/11.

Rogers S.I. and Nicholson M.D. 2001. Applying the EcoQO concept to potential fisheries impacts of marine aggregate extraction: Monitoring the outcome. Workshop Paper: CEFAS, 2001. Final Report: Workshop to discuss the feasibility and practicality of developing Ecological Quality Objectives for aggregate extraction areas. 11-12 October 2001. CEFAS Lowestoft Laboratory, Pakefield Road, Suffolk, NR33 0HT, UK.

 

Extraction and Impacts
Extraction methods
Physical effects
Biological effects
Restoration
Management
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