plymouth dredged material disposal site selection phase 1 ... · version: 3.3 final version control...
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C7041
Plymouth Dredged Material
Disposal Site Selection – Phase 1
Version 3.3 (Final)
Cefas
15rh August 2016
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C7041
Cefas Document Control
Submitted to: Marine Management Organisation
Date submitted: 15th August 2016
Project Manager: Karema Warr
Report compiled by: Andrew Griffith, Karema Warr & Andrew Birchenough
Quality control by: David Carlin
Approved by and
date:
David Carlin
15th August 2016
Version: 3.3 Final
Version Control History
Author Date Comment Version
Karema Warr 15/08/2016
Updated to address
comments from Steering
Group members
3.3
Karema Warr 07/07/2016 Updated to address
further MMO comments 3.2
Karema Warr 24/06/2016
Updated to address MMO
comments and for
Steering Group
consideration
3.1
Karema Warr 25/05/2016
Updated to address
Steering Group
comments
3.0
Karema Warr 18/03/2016 Updated to address MMO
comments 2.0
Karema Warr 29/02/2016 Draft Version 1.0
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Plymouth Disposal Site Selection – Phase 1 Final i of viii
Executive Summary
The dredging and disposal of material from ports, harbours, berths and marinas within the River Tamar
and Plymouth Sound area is an ongoing activity that has been undertaken for over one hundred years.
The dredged material has historically been disposed to the Rame Head South disposal site (PL031), a
long standing open disposal site located approximately 6 km to the west of Plymouth Sound.
Whilst evidence from recent environmental studies shows that the Rame Head South disposal site
continues to be a viable option for dredge disposal, the MMO are managing a study to find the optimal
sustainable solution for material dredged from the River Tamar and surrounding areas. In light of the
continued requirement for dredging and disposal operations and the increased regulatory burden
surrounding the open disposal site, the MMO are working with users of the site in leading a disposal
site characterisation study to identify an optimal, sustainable alternative site for long-term dredged
material disposal operations.
Cefas were commissioned in December, 2015 by the MMO to undertake a site selection exercise - the
first phase of a characterisation study to identify potential alternative dredged material disposal sites.
This selection process is a high level assessment to identify the most appropriate area/s within which
a new disposal site could be located which would then be subject to a more detailed characterisation
exercise. This report presents the outcomes of the disposal site selection exercise.
An area with a radius of 8 nm from the Plymouth breakwater was defined within which dredged
material could reasonably be transported from the Tamar estuary for disposal taking into account
economic and operational feasibility. This formed the “study area” for the disposal site selection
exercise.
A literature review was undertaken to identify data sources and information on any likely areas of
sensitivity or features of the environment that were potentially susceptible to impacts from dredged
material disposal. These included environmental features such as conservation sites and fish spawning
grounds, and marine activities such as shipping and fishing. Ten features were identified as relevant
in the study area and were included in a sensitivity assessment. The ‘sensitivity’ of each feature was
rated from ‘very low’ to ‘very high’ to reflect the vulnerability of the feature to the effects of potential
new disposal activities based on data collected during this review and expert judgement. The results
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Plymouth Disposal Site Selection – Phase 1 Final ii of viii
of the sensitivity assessment for each feature were compiled into map layers. These were then
combined into a single map layer to determine the overall sensitivity of the study area.
The sensitivity assessment supports the selection of potential alternative disposal sites. It does not
describe the impact of any existing activities in the study area, including the Rame Head south disposal
site.
The assessment identified an area of low sensitivity and within this area two locations (Site 1 and Site
2) were selected as potential disposal sites for further investigation. Sediment plume dispersion
modelling was then undertaken to investigate the potential movement of the sediment plume and
the potential consequential sediment deposition resulting from dredge material disposal at the two
potential new sites and the existing Rame Head South site, using the Cefas sediment plume model.
This is a 2D particle tracking model which utilises tidal ellipse information to determine the fate of
sediment particles (within the water column and settling on the seabed) released as a result of
dredged material disposal operations. This model was selected as most appropriate based on the
availability of validation data.
The sediment plume model outputs were overlaid on the overall sensitivity assessment map to show
the spatial extent that the sediment disperses in the water column and is deposited on the seabed.
This potential extent of the sediment plume from each of the disposal sites is shown as a hatched area
on the map of the study area, below. The map also includes the overall sensitivity assessment across
the study area, with the area of low sensitivity in which the potential new disposal sites (Site 1 and
Site 2) are located shown as a blue area.
The results of the plume modelling for the existing disposal site at Rame Head South show the
potential for a small amount of sediment deposition in an area of very high sensitivity for conservation
sites (Whitsand and Looe Bay MCZ) however, this does not mean that the conservation site features
will be impacted. There is no evidence from previous studies of adverse environmental effects to
surrounding areas resulting from disposal activities at Rame Head South.
To evaluate the most appropriate site to take forward for further consideration and investigation in
the next phase of the characterisation study the outputs of the sediment plume modelling and the
sensitivity assessments of the different features were used to produce an overall assessment of site
interaction. While this is not an assessment of the impact of disposal activities on particular aspects
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Plymouth Disposal Site Selection – Phase 1 Final iii of viii
of any of the features it provides guidance on which of the two potential new sites would be most
appropriate to take forward for more detailed site characterisation. For Site 1 the overall assessment
of site interaction was determined as Very High and for Site 2 it was Moderate.
The recommendation of this report and the disposal site selection exercise is therefore to undertake
a detailed characterisation study at Site 2.
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Plymouth Disposal Site Selection – Phase 1 Final iv of viii
Summary map of the study area showing the overall sensitivity assessment used to select locations for potential new disposal sites for further investigation (marked as site 1 and site 2). The sensitivity classification does not relate to the
impact of the current disposal site. To illustrate the distribution of sediment plumes the outputs of the sediment plume models have been overlaid on Sites 1 and 2 to show potential pathways to areas of sensitivity. This was used to inform
the overall assessment of site interaction but is not an assessment of the impact of disposal activities on particular features. It only provides guidance to take forward for the detailed characterisation study.
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Plymouth Disposal Site Selection – Phase 1 Final v of viii
Table of Contents
1 Introduction 1
1.1 Project Description 1
2 Statement of Need 3
3 Defining the Study Area 9
3.1 Rationale 9
3.2 Parameters 10
3.3 Agreed study area 12
4 Review of Existing Data 13
5 Site Selection Methods 14
5.1 Sensitivity Assessment 14
5.2 Geographic Information System (GIS) 14
6 Results 16
6.1 Conservation Sites 16
6.2 Wrecks (Archaeological sites and diving) 22
6.3 Scientific Buoys 23
6.4 Shipping and MoD Practice Areas 23
6.5 Fish Spawning 24
6.6 Fishing Activity and Shellfisheries 25
6.7 Beaches and Bathing Waters 26
6.8 Recreational Boating Areas 26
6.9 Marine Mammals 27
6.10 Habitats and Benthic Ecology 27
6.11 Cables and Pipelines 28
6.12 Aquaculture sites 28
6.13 Renewable energy sites 28
6.14 Marine aggregate extraction areas 28
6.15 Intake sites for industrial uses such as cooling, desalination and aquaculture 28
7 Potential Disposal Sites 28
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Plymouth Disposal Site Selection – Phase 1 Final vi of viii
7.1 Existing Rame Head South Disposal Site 29
7.2 Potential area “Site 1” 30
7.3 Potential area “Site 2” 31
8 Sediment Dispersion Modelling 32
8.1 Methods 32
8.2 Results 33
9 Overall Assessment of Site Interaction 34
10 Conclusions and Recommendation 35
11 Next Steps 36
12 References 37
13 Figures 41
A. Appendix - Agreement of location study area for site characterisation. 59
B. Appendix - Advice on operation table legend 60
C. Appendix – Sensitivity assessment of MCZ features to maintenance dredging disposal 61
D. Appendix - Sensitivity assessment of Plymouth SAC features to maintenance dredging
disposal 62
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Tables
Table 1: Amounts of material disposed of to PL030 and PL031
Table 2: Study Area Rational
Table 3: Dredge Cycle Time Scenarios
Table 4: Sensitivity Classification Criteria for the interaction between features and potential disposal
site
Table 5: Conservation Sites Assessment
Table 6: Wrecks Assessment
Table 7: Scientific Buoys Assessment
Table 8: Shipping and Military Exclusions assessment
Table 9: Spawning and Nursery Grounds Assessment
Table 10: Shellfish Areas and Commercial Fishing Assessment
Table 11: Recreational Boating Assessment
Table 12: Rame Head South Site Assessment Sensitivities
Table 13: Site 1 Assessment Sensitivities
Table 14: Site 2 Assessment Sensitivities
Table 15: Disposal locations used for the sediment plume modelling at the three disposal sites
(duration of disposal 30 minutes)
Table 16: Overall assessment of interaction for Sites 1 and 2
Figures
Figure 1: Plymouth Disposal Site Selection Study Area
Figure 2: Map of Conservation Designations Assessment
Figure 3: Map of Wrecks Assessment
Figure 4: Map of Scientific Buoys Assessment
Figure 5: Map of Shipping and MoD Practise Areas Assessment
Figure 6: Map of Fish Spawning and Nursery Areas Assessment
Figure 7: Map of Shellfish Production Areas
Figure 8: Map of Fishing Activity – Static Gear
Figure 9: Map of Fishing Activity – Mobile Gear
Figure 10: Map of Designated Bathing Waters
Figure 11: Map of Predicted Substrate Composition (Stephens, 2015)
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Plymouth Disposal Site Selection – Phase 1 Final viii of viii
Figure 12: Combined Sensitivity Assessment
Figure 13: Potential Disposal Site
Figure 14: Overview of plume modelling
Figure 15: Rame Head South Plume Model
Figure 16: Site 1 Plume Model
Figure 17: Site 2 Plume Model
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Plymouth Disposal Site Selection – Phase 1 Final Page 1 of 62
1 Introduction
1.1 Project Description
The Rame Head South disposal site (PL031) is an open disposal site that receives both capital and
maintenance material from licensed dredging activities in the River Tamar and Plymouth Sound area.
It is located approximately 6km west of the western entrance to Plymouth Sound adjacent to the
recently designated Whitsand and Looe Bay Marine Conservation Zone (MCZ). Use of the disposal site
pre-dates the designation of the adjacent MCZ. The Marine Management Organisation (MMO)
licenses disposal to the site. However, in February 2015 disposal activities at the site were temporarily
suspended due to a subtidal muddy habitat that was identified within the MCZ. Following the outcome
of a Cefas study into the origin of the subtidal mud (MMO, 2015), which found that it was highly
unlikely that disposal activity was responsible for the presence of the mud habitat, disposal activities
recommenced in November 2015.
There has recently been increased regulatory burden surrounding the disposal of material at the Rame
Head South site. The MMO have therefore commissioned this project to investigate and identify
options for sustainable and optimal disposal of dredge material from the River Tamar and surrounding
areas, including ongoing use of the Rame Head South disposal site.
The principal factors to be considered when selecting a disposal site are listed in Annex III parts B and
C of the London Convention 1972 (IMO, 2003). These have been further refined in the Revised Specific
Guidelines for Assessment of Dredged Material (IMO, 2014) that supplement Annex 2 of the 1996
Protocol (IMO, 2003). Designation of a disposal site defines an area where disposal may be allowed to
take place but does not guarantee that a specific disposal project will necessarily be allowed to
proceed.
The principal factors to be considered are:
location of amenities, protected areas, and other uses of the sea in the area;
characteristics of the water-column and the sea-bed at potential disposal sites;
economic and operational feasibility of marine transport of the material to the site;
size of the disposal site: large enough to accommodate the anticipated ongoing volumes of waste
without unacceptable degradation of the marine environment or interference with other uses of the
sea, but small enough for practical monitoring;
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characteristics of the material to be dumped, including the presence and mobility of contaminants; and
the presence of other disposal sites in the vicinity.
It is recognised that disposal sites should be selected to minimise the environmental impact of the
disposal of dredged material and the assessment of this impact is one of the main factors to be
considered in the disposal site selection process.
This work is being coordinated by the MMO with the support of Defence Infrastructure Organisation
(DIO), ABP Millbay and Cattewater Harbour (the funding partners) all of which currently use the Rame
Head South disposal site and are funding the characterisation study. The work will be undertaken in
three discrete phases:
• Phase 1: Undertake a site selection study to identify potential areas for a new disposal site
(this report)
• Phase 2: The site or sites identified in Phase 1 are then subject to further characterisation
through fieldwork and detailed sediment plume dispersion and deposition modelling. This is
likely to consist of bathymetric, grab and trawl surveys along with the deployment of scientific
instruments and
• Phase 3; the results of the site characterisation are reported and a recommendation made on
a suitable sea disposal site.
This report presents the findings of Phase 1 of the project, the site selection exercise.
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2 Statement of Need
Disposal of dredged material from within the River Tamar and Plymouth Sound area has been
undertaken for at least the last one hundred years. The dredging is required to maintain navigable
depths in approach channels and access to ports, harbours berths and marinas enabling associated
operations and businesses to remain viable. The principal locations for dredging are in the River Tamar
at Devonport Naval Dockyard and associated DIO areas, dredging also takes place at the commercial
wharves of Cattewater and a number of marinas.
The majority of the vessel traffic in the port is either military or military support as the port serves the
biggest naval base in western Europe (Her Majesty’s Naval Base (HMNB) Devonport) with base
supported vessels including nuclear submarines, large warships and a large number of visiting ships
receiving Operational Sea Training. In addition to military activity, Brittany Ferries conduct around 500
vessel movements a year to and from ABP Millbay, while the commercial wharves in the Cattewater
serve as the principal importation point for Devon and Cornwall’s fuel supply, as well as for a range of
other cargoes.
The area includes the following statutory harbour authorities:
Dockyard Port of Plymouth, including three civilian statutory harbour authorities:
o Cattewater Harbour Commissioners
o Sutton Harbour Company
o ABP Millbay Dock
River Yealm Harbour Authority
Dredging operations are dominated by the Naval dockyard, in terms of the amount of material
dredged, but also includes the commercial wharves of Cattewater and a number of marinas. Dredging
is largely undertaken by trailing suction hopper dredger (TSHD) which dredge seabed material through
a seabed drag head, pumping fluidised material into a hopper aboard the vessel. Material is then
transported for disposal at a licensed sea disposal site (Black & Veatch 2010). Plough dredging is also
undertaken in conjunction with a TSHD to remove any localised seabed “high spots” and to level the
seabed. All of the dredging operations have been licensed by the MMO since April 2011 following the
introduction of the Marine and Coastal Access Act (MCAA) 2009.
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Prior to the implementation of MCAA in 2009 dredge material disposal activities were licensed under
Part II of the Food and Environment Protection Act 1985 (FEPA). In addition, a Coastal Protection Act
1949 (CPA) consent may also have been required which addressed the potential for interference with
navigation and, through the extension of Section 34 of the Act, the potential for environmental effects
in harbour areas or certain designated sites. Prior to this the Dumping at Sea Act (1974) enabled the
UK to adopt the global London Dumping Convention 1972 and required new and existing sites to be
licensed (Elliot & Mazik, 2011). In the period from the mid 1960’s until 1972 there was a greater focus
on toxic and hazardous waste discharge but no statutory controls. Waste munitions from Ministry of
Defence properties were disposed of to Rame Head but ceased in 1972. During this time there were
no controls over dredge material disposal. There were no statutory controls over the disposal of solid
material at sea prior to the mid 1960’s.
As part of the MMO licensing determination process for a marine licence for disposal to sea, the
quality of the dredged material needs to be assessed to determine its suitability for sea disposal.
Samples of the sediment proposed for dredging are taken and analysed for a range of contaminants.
The results are considered against Action Levels and used as part of a ‘weight of evidence’ approach
to assessing dredged material and its suitability for disposal to sea. That assessment also takes into
account the physical nature of the material, historical inputs of material to both the dredge area and
disposal site, environmentally sensitive areas, the disposal site location and other uses of the sea
(Cefas 2010).
For all applications it is necessary for the MMO to consider the Waste Framework Directive (WaFD)
(Directive 2008/98/EC) when discharging its licensing functions. The WaFD establishes the waste
hierarchy, the main objective of which is the complete prevention of waste. Where waste cannot be
avoided, the hierarchy aims for re-use, recycling or recovery of waste (Diagram 1) (Defra 2011).
Disposal to landfill or at sea is the least favourable option. Re-use options typically include
environmental enhancement such as habitat creation, and engineering uses such as for coast
protection, land reclamation and construction materials.
In terms of material from the River Tamar and Plymouth Sound area the prevention of waste (no
dredging) is not a viable option as this would not allow the maintenance of navigable depths in
approach channels and access to the ports, harbour berths and marinas enabling associated
operations and businesses to remain viable.
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The reuse of material may be limited by levels of contaminants in the material or by other regulatory
considerations. For most material from the River Tamar and Plymouth Sound area, reuse is an option
that is investigated on a case by case basis. The marine licensing regime requires that such
consideration will continue before consideration of disposal of material to any new or existing disposal
site. Landfill is another option for dredge material which will continue to be researched on a case by
case basis. However, for large volumes, material with high water content and for infrastructure
reasons (e.g. the nearest landfill sites being five and six km away) this continues to be practically,
environmentally and financially prohibitive. Indeed, at a national scale this is also the case. Recycling
of material again will continue to be considered on a case by case basis. Solutions are usually land-
based (e.g. turning dredged material into soil using a range of organic materials (contaminant
destruction) or use of non-hazardous marine sediment as part of the Waste and Resources Action Plan
(WRAP) Aggregate Quality Protocol) and dependant on the physical characteristics of the material.
Diagram 1: Waste Hierarchy (Defra 2011)
Whilst under the WaFD disposal to sea is the least favoured option it is anticipated that there will still
be a requirement for a disposal site to take dredge material from the Plymouth estuaries as a result
of the ongoing need to dredge.
Historically both capital dredge material (removal of material to create a greater depth than had
previously existed) and maintenance dredge material has been disposed of to the Rame Head South
disposal site (PL031). This site is a dispersive site that overlies to some extent the historic site PL030
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that extended closer to the headland. Until 1972 the site was also used for the disposal of munitions.
The site is used for disposal mostly during the winter months, although disposal has taken place at
other times of year.
The Rame Head disposal sites (PL030 and PL031) have received over 3.4M tonnes of maintenance
material and 2.5M tonnes of capital material since 1982 (Table 1). The amount of maintenance
material disposed of annually has ranged from zero to 605,000 tonnes with an average of 104,000
tonnes.
As part of an ongoing disposal site monitoring programme carried out by Cefas on behalf of MMO
(and previously for the Marine Fisheries Agency) the Rame Head South site has been routinely
monitored since 2001. The aim of the surveys has been to determine changes by comparisons with
reference sites. Cefas investigations have focused on physical parameters, chemical contamination,
biological communities, hydrography and sediment transport (Cefas 2010).
In 2010 the MMO commissioned an independent review of disposal of material at Rame Head to
determine whether the original conditions under which licences for disposal were granted remained
valid and that the environmental effects remained tolerable. The review (Elliot and Mazik, 2011)
considered scientific data collected through monitoring and academic studies associated with the area
to determine the adequacy of the monitoring and the validity of the concerns that had been raised,
these are listed below;
Increased siltation and turbidity at the HMS Scylla dive site is believed to have resulted in poor
visibility and associated problems with safety and quality of the diving experience,
Siltation of the beach and rocky reefs at the eastern side of Whitsand Bay (Polhawn Cove) is
reported to have significantly impacted the reef communities,
Sediment contamination is believed to be a problem, particularly in the Polhawn Cove area in the
east of Whitsand Bay,
Widespread concerns over the amount of litter on the seabed and on beaches of Whitsand Bay,
Widespread concern over the impacts of dredged material disposal on marine life,
Concerns regarding the adequacy of the monitoring,
Socio-economic concerns, and
Public health.
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This review concluded that ‘Based on the general nature of marine impacts due to human activities,
the changes observed at Rame Head due to the disposal are regarded as acceptable’ and ‘the licence
conditions are considered valid and there is little economic or environmental justification for moving
the disposal site further offshore or for considering shore disposal options’ (Elliot and Mazik, 2011).
Since the independent review was published (Elliot and Mazik, 2011) the Whitsand and Looe Bay
Marine Conservation Zone (MCZ) has been designated. As part of a wider programme to collect data
in support of the MCZ designation programme, surveys were undertaken in September 2013 to
‘produce an updated seabed map to inform and verify the presence of subtidal broadscale habitats
and Features of Conservation Importance’ (FOCI) (Defra, 2015). As a result of this an area of subtidal
mud habitat was identified in the Whitsand and Looe Bay MCZ (Defra, 2015). Cefas subsequently
reviewed sediment monitoring data to ascertain if they could provide any insight into the origin of the
subtidal mud habitat. The investigation concluded that ‘it was not possible to determine the origin of
the subtidal mud habitat and it is highly unlikely that the disposal activity at the Rame Head South site
is responsible for the presence of the mud habitat located within the MCZ’ (MMO, 2015).
As a result of a continued requirement for disposal operations as detailed above, and the ongoing
environmental concerns surrounding the Rame Head South site, potential areas for a new site need
to be investigated. In order to identify potential areas for a new disposal site the study area has first
been defined by the Steering Group (Section 3) and a review of the existing data undertaken (Section
4). Following this a site selection risk assessment has been undertaken to identify potentially suitable
area/s (Sections 5 and 6). On identifying a broad area where a disposal site could be located, sediment
plume dispersion modelling has been undertaken to show the potential area that could be affected
by disposal activity.
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Table 1: Amounts of material disposed of to PL030 and PL031
Year Maintenance Material
(Tonnes) Capital Material
(Tonnes) Total Disposed
(Tonnes)
1982 0 - 0
1983 1,500 0 1,500
1984 22,110 37,630 59,740
1985 19,758 171,464 191,222
1986 5,580 1,015,326 1,020,906
1987 29,321 43,640 72,961
1988 240,405 51,273 291,678
1989 75,920 112,700 188,620
1990 249,900 0 249,900
1991 0 0 0
1992 69,540 - 69,540
1993 92,800 0 92,800
1994 604,709 0 604,709
1995 481,916 0 481,916
1996 0 13,125 13,125
1997 163,240 164,124 327,364
1998 29,120 46,760 75,880
1999 12,846 51,185 64,031
2000 0 114,859 114,859
2001 586,662 508,409 1,095,071
2002 11,984 - 11,984
2003 94,271 9 94,280
2004 147,904 93,800 241,704
2005 140,321 0 140,321
2006 0 0 0
2007 98,883 - 98,883
2008 24,538 - 24,538
2009 38,598 - 38,598
2010 29,182 48,400 77,582
2011 11,480 0 11,480
2012 16,401 87,827 104,228
2013 60,398 0 60,398
2014 73,198 - 73,198
Grand Total 3,432,485 2,560,531 5,993,016
0 = no disposal, - = no returns provided or no licence issued
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3 Defining the Study Area
3.1 Rationale
The first stage in identifying suitable areas for a disposal site is to define the area within which the
material can be reasonably transported and disposed taking into account economic and operational
feasibility. This area is referred to as the ‘Zone of Siting Feasibility’ or ZSF (Pequegant, 1988). The
study area for identifying a potential new disposal site in the vicinity of the Tamar Estuary is an 8 nm
radius from the Plymouth breakwater (Figure 1). In order to capture potential indirect impacts, an
additional buffer area of 2 nm has been included in the assessment, although only areas within the 8
nm zone have been considered as potential disposal sites.
The 8 nm has been agreed by the Steering Group chaired by the MMO and consisting of Cefas, DIO,
Queens Harbour Master (Plymouth), Cattewater Harbour Commissioners, ABP Millbay, the Crown
Estate, Natural England, Environment Agency, the local Inshore Fisheries Conservation Authority and
Royal Haskoning DHV (RHDHV) – Environmental advisor to DIO. A detailed scope for defining the study
area can be found in Appendix A – compiled by RHDHV.
Firstly, it was necessary to establish the parameters that would have a direct influence on the study
area. These parameters are recognised as influencing the distance, not only in terms of being a
reasonable distance from the coast but also close enough to remain practical for the users. The
parameters are presented in Table 2 below.
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Table 2: Study Area Rational
Parameter Rationale (noting that all of these parameters will be further considered in the site
selection)
Distance from the
coast
The necessity for the new site to be considered in terms of distance from the coast i.e. the
LSA* will need to be large enough to allow full consideration of potential sites to be further
offshore than the current disposal sites whilst still not discounting areas closer to the shore.
Proximity to
designated sites
There are a number of nature conservation designations in and around the Tamar Estuary /
Plymouth Sound area. The LSA therefore needs to be large enough in radius to include
areas of the seabed that are not within a designated site.
Steaming time for
large dredging
vessels
The time it takes for a large dredging vessel to leave its dredging area and travel to and
from the disposal site needs to be economically and operationally viable.
The current Rame Head South disposal site is approximately 6 nautical miles (nm) by sea from
the Plymouth Breakwater (and 5nm as the crow files) and operators would prefer that any
new disposal site is no further than this, however, in considering the radius of the LSA factors
such as the distance from the coast and proximity to designated sites needs to be balanced
with any increased steaming distance.
Steaming time for
smaller dredging
vessels
Smaller dredging vessels carry much smaller volumes of dredged material, tending to travel
at lesser speeds and needing to be in suitable sea conditions. The smaller dredging vessels
will be at an increasing disadvantage the greater the distance the disposal site becomes.
Steaming time
carbon footprint
The longer the steaming time the greater the carbon footprint.
* LSA = Location Survey Area
3.2 Parameters
3.2.1 Distance from coast
The current disposal site (Rame Head South) is 6nm from the western edge of Plymouth Sound
Breakwater and to allow a fuller scope the study area should be greater than the distance of the
current site, but this does not preclude areas closer inshore.
3.2.2 Consideration of designated sites
There are a large number of designated sites within the vicinity of Plymouth (Section 6.1) and the
study area needs to be large enough to encompass areas not within a nature conservation area.
3.2.3 Steaming time
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The steaming time to and from the disposal site is connected to the costs of the dredging operations.
As distance increases the number of disposal cycles that can be completed during a 24 hour period
will be affected. Table 3 shows a combination of steaming distances, times and dredge and disposal
cycles for sites potentially at 6 nm, 8 nm and 9 nm from the breakwater. The steaming times have
been calculated using an average of ten knots. The dredging time is based on a trailing suction hopper
dredger (TSHD) with a hopper size of 4,500 m3 and the time taken to fill the hopper. Disposal on the
ebb tide only has also been built in but this restriction is open to further investigation. For clarity this
has not been built into the modelling of new sites, instead no timing restrictions have been used as a
starting point with the option to further refine management of any site if required.
Table 3: Dredge Cycle Time Scenarios
Scope of LSA: Distance from the breakwater reference point
Steaming distance from Weston Mill Lake (WML) to edge of LSA
Steaming time (in minutes) from WML to edge of LSA
Total time for one dredge cycle:
Dredge, to the disposal site, disposal and then return journey
Number of dredge cycles from WML in 24 hours
Comment
6nm 10nm 60 60 + 60 + 60 + 60 = 240 4 in 2 acceptable tidal cycles
Distance from breakwater to licensed Rame Head South disposal site
8nm 12nm 72 60 + 72 + 60 + 72 = 264 4 in 2 acceptable tidal cycles but with a risk that this could be reduced to 2 as there may be only 1 acceptable tidal cycle
Proposed LSA, 33% further from breakwater.
Estimated additional cost £133 - £166k per campaign
9nm 13nm 78 60 + 78 + 60 + 78 = 276 4 in 2 acceptable tidal cycles but with a much greater risk that this could be reduced to 2 as there may be only 1 acceptable tidal cycle
Proposed LSA 50% further from the breakwater. Estimated additional cost £200- £250k per campaign
Smaller dredgers with a capacity of no more than 100 tonnes may also be used in the vicinity of
Plymouth. The same operational constraints and potential for increased costs would also apply
however smaller vessels have smaller hopper sizes so the number of trips to and from the disposal
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site may be greater. Smaller vessels may also be less able to cope with unfavourable sea conditions
which may be exacerbated as exposure increases with distance from the land (Appendix A).
3.2.4 Carbon footprint
Steaming distances of 8 nm and 9 nm would increase the carbon footprint by 33% and 50%,
respectively, above that for a steaming distance of 6 nm (Appendix A).
3.3 Agreed study area
At 8 nm it is possible to complete four dredge and disposal cycles in a 24 hour period with some
contingency time (as currently takes place for material dredged from the River Tamar and Plymouth
Sound and disposed at Rame Head South), however at 9 nm there is no contingency time within the
24 hour period. This could lead to increased programme time and costs. Any distance beyond 9 nm
would result in the risks and costs becoming increasingly higher and the number of dredge and
disposal cycles per day would be further reduced. The agreed study area is shown on Figure 1.
As a result of the parameters and rationales outlined a distance of 8 nm from the Plymouth Breakwater
was agreed by the Steering Group to be the maximum that could be considered.
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4 Review of Existing Data
Data has been collated on present and potential uses within the ZSF that may be incompatible with
the disposal operation. Following the OSPAR guidelines on management of dredged material (OSPAR,
2014) existing data was collated for a number of sources during a detailed literature review. Wherever
possible spatial data was obtained and incorporated into a GIS project. The following features, which
include environmental receptor and marine activities, were determined for consideration during the
literature review (detailed references are provided in the relevant sections):
• Areas of special importance for conservation and scientific purposes; such as marine
protected areas (MPAs);
• Marine archaeological interests;
• Scientific equipment;
• Military exclusion zones;
• Shipping lanes and anchorages;
• Spawning, feeding, nursery grounds and migration routes of important fisheries;
• Fishing and shellfishing grounds (commercial and recreational);
• Beaches and other areas used for recreational purposes including recreational
sailing/boating areas (e.g. Royal Yachting Association (RYA) racing areas);
• Migration routes of marine mammals;
• Cables and pipelines;
• Marine aggregate extraction areas;
• Aquaculture sites;
• Renewable energy sites (offshore wind farms and wave and tidal stream devices); and
• Intake sites for industrial uses such as cooling, desalination and aquaculture.
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5 Site Selection Methods
5.1 Sensitivity Assessment
To identify the location of a potential alternative disposal site, features of interest (section 4) were
scored on a relative scale based on their perceived sensitivity. This approach allows for a relative and
high-level picture of the suitability of the study area for potential new sites to be determined. Note
that at this stage of the site selection process the assessments are not final and are only used to guide
the identification of areas that may warrant further investigation as potential locations for a new
dredge disposal site.
To determine the ‘sensitivity’ of each feature a rating of ‘very low’ to ‘very high’ was used to reflect
the vulnerability of the feature to the effects of disposal activities based on data collected during this
review and expert knowledge (Note that the term sensitivity has been used here inclusively of factors
which although not strictly sensitive, e.g. shipping, restrict the location of potential disposal sites).
This approach has been used for similar exercises to characterise areas for a new dredge disposal site
e.g. Inner Gabbard (HR Wallingford, 2011) The sensitivity classification system is detailed in Table 4.
Table 4: Sensitivity Classification Criteria to support the selection of potential alternative disposal sites. This classification does not describe the impact of the Rame Head South disposal site.
Assessment Classification Criteria
Very Low Minimal effects on feature.
Low Potential for minor adverse effects on feature
Moderate Potential for adverse effects although with high recoverability potential of feature.
High Feature has potential to be adversely affected by the new disposal site but is expected to recover over time.
Very High Feature has potential to be adversely affected by a new disposal site but is only expected to recover after a prolonged period of time or not at all.
5.2 Geographic Information System (GIS)
The sensitivity assessment described in Section 5.1 was determined spatially using a GIS and individual
GIS layers with sensitivity attributes were created for each feature assessed. These are presented as
composite maps for each feature assessed. To determine overall suitability of different areas for
dredge disposal all layers were combined. The overall sensitivity is taken as the highest sensitivity class
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for any of the features. It is not a cumulative assessment, e.g. only areas with very low sensitivity for
all features were classified as very low overall. The results of the combined assessment are detailed
in Section 7.
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6 Results
6.1 Conservation Sites
6.1.1 Marine SACs/SCIs and MCZs
Within the study area there are two designated sites under the EU habitats directive, one Special Area
of Conservation (SAC) and one Site of Community Importance (SCI) (an SCI is a site proposed to the EC
for classification as an SAC but is yet to be formally classified. An SCI in the UK is given the same level
of protection as a formally classified SAC) and three UK designated Marine Conservation Zones (MCZs)
as designated under the Marine and Coastal Access Act (2009). The European sites and MCZ within
the study area are:
• Whitsand and Looe Bay MCZ
• Tamar Estuary Sites MCZ
• Erme Estuary rMCZ
• Plymouth Sound & Estuaries SAC; and
• Start Point to Plymouth Sound and Eddystone SCI
Whitsand and Looe Bay MCZ
This site was designated on 21 November 2013 and is located on the south coast of Cornwall covering
an area of approximately 52 km2 and approximately 25 m deep at the deepest point (Natural England
2015b). The MCZ supports a diverse range of marine life and contains intertidal and subtidal sand and
coarse sediment habitats as well as intertidal rocky habitats. The site is designated for the following
features:
High energy intertidal rock;
Moderate energy intertidal rock;
Low energy intertidal rock;
Intertidal coarse sediment;
Intertidal sand and muddy sand;
Seagrass beds;
Subtidal coarse sediment;
Subtidal sand;
Ocean quahog (Arctica islandica);
Pink sea-fan (Eunicella verrucosa);
Sea-fan anemone (Amphianthus dohmii); and
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Stalked jellyfish (Haliclystus auricula).
The conservation objectives of the zone are that the protected features are: 1) maintained in a
favourable condition if they are already in a favourable condition and; 2) brought back to favourable
condition if they are not already in a favourable condition. The site has not yet had a formal site
condition assessment.
Advice on Operations within the site has been drafted by Natural England (2015b) and habitat/species
sensitivities to maintenance dredging disposal are reproduced in Appendix B and C. The advice
suggests that for high and moderate energy intertidal rock, pink sea-fan and the sea-fan anemone
there is no direct interaction between the pressures associated with the disposal of maintenance
dredging material and the features under assessment. Other designated habitats and species are likely
to be sensitive to one or more pressures associated with maintenance dredging disposal.
Tamar Estuary MCZ
This site was designated on 21 November 2013, covers approximately 15 km2 and is located in two
spatially separate areas, including the upper reaches of the Tamar and Lyner estuaries of South Devon
and Cornwall (Natural England 2015d). The MCZ provides sheltered habitats which are subject to
various salinity levels and tidal exposures. The site is designated for the following features:
Blue mussel (Mytilus edulis) beds;
Intertidal biogenic reefs;
Intertidal coarse sediment;
Native oyster (Ostrea edulis); and
Smelt (Osmerus eperlanus) (only MCZ to protect this species).
The conservation objectives of the zone are that the protected features are: 1) maintained in a
favourable condition if they are already in a favourable condition (for blue mussel beds, intertidal
biogenic reefs and intertidal coarse sediment) and; 2) brought back to favourable condition if they are
not already in a favourable condition (for native oyster and smelt). In addition, in relation to smelt and
native oyster, the conservation objectives of the MCZ are that a) the quality and quantity of habitat
available to the population and; b) the composition of that population in terms of number, age, sex
ratio are such as to ensure that the population is maintained in numbers which enable it to thrive. The
site has not yet had a formal condition assessment.
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Advice on Operations within the site has been drafted by Natural England (2015d) and habitat/species
sensitivities to maintenance dredging disposal reproduced in Appendix C. The advice suggests that
the designated habitats and species are likely to be sensitive to one or more pressures associated with
maintenance dredging disposal.
Erme Estuary rMCZ
The Erme Estuary recommended MCZ is approximately 1 km2 and has been put forward for
designation but currently requires further consideration and remains undesignated (Defra 2013). The
proposed designated features are:
Subtidal mud;
Subtidal sand;
Low energy infralittoral rock;
Moderate energy infralittoral rock;
High energy infralittoral rock;
High energy intertidal rock;
Intertidal coarse sediment;
Intertidal mixed sediment;
Low energy intertidal rock;
Moderate energy intertidal rock;
Estuarine intertidal habitat;
Sheltered muddy gravels; and
European eel (Anguilla anguilla).
As the site is not designated there is no condition assessment or Advice on Operations available.
Plymouth Sound and Estuaries SAC
This site was designated on 1 April 2005 and covers approximately 64 km2 (Natural England 2015c). It
includes both marine and terrestrial locations and straddles the border between Devon and Cornwall.
The high diversity of reef and sedimentary habitats and salinity conditions give rise to diverse
communities representative of ria systems and some unusual features, including abundant southern
Mediterranean-Atlantic species rarely found in Britain. It is also the only known spawning site for the
Allis shad (Alosa alosa). The site is designated for the following features:
• Atlantic salt meadows, Glauco-Puccinellietalia maritimae;
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• Estuaries;
• Large shallow inlets and bays;
• Mudflats and sandflats not covered by seawater at low tide;
• Reefs;
• Sandbanks which are slightly covered by sea water all the time;
• Allis shad, Alosa alosa; and
• Shore dock, Rumex rupestris.
The conservation objectives of the SAC are to ensure that, subject to natural change, the integrity of
the site is maintained or restored as appropriate, and that the site contributes to achieving the
Favourable Conservation Status of its qualifying features, by maintaining or restoring:
the extent and distribution of qualifying natural habitats and habitats of the qualifying
species;
the structure and function (including typical species) of qualifying natural habitats;
the structure and function of the habitats of qualifying species;
the supporting processes on which qualifying natural habitats and the habitats of qualifying
species rely;
the populations of qualifying species; and
the distribution of qualifying species within the site.
A formal condition assessment for the site was undertaken in 2015 by Natural England but this has yet
to be published.
Advice on Operations within the site has been drafted by Natural England (2015c) and habitat/species
sensitivities to maintenance dredging disposal reproduced in Appendix A. The advice suggests that
the designated habitats and species are likely to be sensitive to one or more pressures associated with
maintenance dredging disposal.
Start Point to Plymouth Sound and Eddystone SCI
This site was designated on 5 September 2011 and covers approximately 340 km2 containing
approximately 120 km2 of Annex I Reef for which the site is designated (Natural England 2015a). The
site represents some of the most biologically diverse reefs in the country and supports many locally
distinct and nationally rare or scarce species. Large dense beds of the protected pink sea fan (Eunicella
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verrucosa) and priority species such as the sunset cup coral (Leptopsammia pruvoti) and the sea fan
anemone (Amphianthus dohrnii) have been recorded within the site.
The conservation objectives of the SCI are to ensure that, subject to natural change, the integrity of
the site is maintained or restored as appropriate, and that the site contributes to achieving the
Favourable Conservation Status of its qualifying features, by maintaining or restoring:
the extent and distribution of qualifying natural habitats and habitats of the qualifying
species;
the structure and function (including typical species) of qualifying natural habitats;
the structure and function of the habitats of qualifying species;
the supporting processes on which qualifying natural habitats and the habitats of qualifying
species rely;
the populations of qualifying species; and
the distribution of qualifying species within the site.
The site has not yet had a formal condition assessment.
Advice on operations within the site has been drafted by Natural England (2015a) and habitat/species
sensitivities to maintenance dredging disposal are as those for Circalittoral and Infralittoral rock in
Appendix A (SAC table). The advice suggests that the designated habitats are likely to be sensitive to
one or more pressures associated with maintenance dredging disposal.
SACs/SCIs and MCZs Sensitivity Assessment
Table 5 shows the sensitivity assessment for designated sites. If a new disposal site was selected within
or nearby to a SAC/SCI a habitats regulations assessment (HRA) would be required to determine if the
project is likely to have a likely significant effect on the designated sites. For MCZ’s an assessment
process for activities requiring a marine licence will be triggered under Section 126 when the act is
capable of affecting (other than insignificantly): (i) the protected features of an MCZ; (ii) any ecological
or geomorphological process on which the conservation of any protected feature of an MCZ is (wholly
or in part) dependent (MMO, 2013). Broadly the process comprises of a three stage sequential
assessment consisting of screening, an assessment of project impacts relative to conservation
objectives and consideration of socio economic impacts and environmental risk. In recognition of this
process a sensitivity classification of very high has been given to areas within a European site or MCZ
(or rMCZ) in relation to a potential new disposal site. Buffers have also been created at 1 km and 3 km
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with these areas designated as high and moderate, respectively, to take into account the dispersion
of material from a potential disposal. Note that at this preliminary stage 1 km and 3 km are considered
appropriate buffers. However, potential new sites will have dispersion models applied and
assessments may be refined if predictions show significant amounts of sediment will be transported
further. Figure 2 shows the assessment for conservations zones.
6.1.2 SPAs and SSSIs
Special Protection Areas (SPAs) are areas for conservation of rare or vulnerable birds (as classified in
Annex I of the EC directive on the conservation of wild birds). The Tamar estuary is classified as a SPA
because it supports populations of European importance of Little egret (Egretta garzetta) and avocet
(Recurvirostra avosetta). The habitats that support those bird populations, extensive mud-flats and
salt marshes, are also afforded protection. It is considered that disposal of dredged material from
within the estuary to a site within the SPA is unlikely to cause significant or extensive impact to the
SPA as it would likely not affect the birds’ use of the area. Therefore, the area of the SPA has been
assessed as moderate.
Sites of Special Scientific Interest (SSSIs) are generally designations of ‘land’ (terrestrial, river beds or
intertidal) offering protection at a national level. Many are ‘upgraded’ with further designations such
as SPAs, Ramsar sites, or SACs etc. which acknowledge the sites importance at a European level. Sites
designated as SSSIs have been assessed as moderate on the premise that most in the area are covered
by further designations (SPAs, SAC/SCIs or MCZs).
The assessment for SPAs and SSSI is included with the SAC/SCI and MCZs shown on Figure 2. It should
be noted that as the SPAs and SSSIs are usually overlapped by areas designated as SAC/SCI then they
may be obscured due to the composite nature of the maps.
Table 5: Conservation Sites Assessment
Feature Assessment
Within SAC/SCI or MCZ Very high
Within 1 km of SAC/SCI or MCZ High
Within 3 km of SAC/SCI or MCZ Moderate
Only within SPA / SSSI Moderate
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6.2 Wrecks (Archaeological sites and diving)
Wreck sites of archaeological importance are afforded protection under the Protection of Wrecks Act
1973. Five protected wreck sites are located within the study area (Historic England, 2015). These are:
The Erme Ingot, the Erme Estuary, the Cattewater, the Coronation (offshore) and Coronation
(inshore). In order to exclude damage or burial of protected wreck sites from disposal activities the
protected sites have been scored as very high.
There are also numerous charted wrecks in the area (26) which are not currently afforded protection.
These wrecks may be of significance and have been mapped. These have been assessed as moderate
based on their non-designated status, however if a chosen disposal site is considered to potentially
impact on a non-designated wreck site a more detailed risk assessment will be carried out.
There is also a single wreck within the study area designated under the Protection of Military Remains
Act (1986). The World War I submarine A7, lost in 1914, is located approximately 3 nm from the shore
at Whitsand Bay and sidesignated as a controlled site. The location of this wreck is shown on Figure 3.
Under the Act it is illegal to conduct any operations within the controlled site that might disturb the
remains unless licensed to do so by the Ministry of Defence. The site comprises a 200m exclusion zone
around 50 18.518N 004 17.984W. In order to exclude damage or burial of the wreck from disposal
activities the protected site has been scored as very high.
Recreational diving is an important activity off the coast of Cornwall and there are several well-known
and regularly used dives sites situated on wrecks, including the HMS Scylla, purposefully scuttled in
2004 to create an artificial reef and diving site, and the James Egan Layne. The positions of 4 key diving
sites were taken from ‘www.divesitedirectory.co.uk’ for the purpose of this assessment. Note this is
not an exhaustive list of diving sites in the area as diving activities are not restricted to specific mapped
areas. This assessment has however attempted to consider the most relevant dive sites. Any new
disposal site will likely be dispersive and sediment will be transported outside of the disposal site area.
To reflect the potential hazard that fine material could have on diving activities (either settled or as
suspended load) an initial area of 250 m around diving sites has been assessed as very high and buffers
of 1 km and 2 km around the diving wrecks have been classified as high and moderate (Table 6). Note
that at this preliminary stage 1 km and 2 km are considered appropriate buffers. However, potential
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new sites will have sediment dispersion modelling applied and assessments may be refined if
predictions show the potential for sediment to be transported over a dive site.
Table 6: Wrecks Assessment
Feature Assessment
Protected Wreck Site (designated area) and the A7
Very high
Recreational Diving Site (250 m area) Very high
Recreational Diving Site (1 km buffer) High
Recreational Diving Site (2 km buffer) and non-designated wrecks
Moderate
6.3 Scientific Buoys
The Western Channel Observatory operate 2 scientific buoys in the Plymouth area, named L4 and E1.
One of these (L4) is within the study area, while the other (E1) is 23 km outside of the study area.
These buoys measure various oceanographic and meteorological data, some measurements of which
would be sensitive to disposal activities (e.g. turbidity). The data these buoys collect can be expected
to be influenced by anthropogenic effects, and disposal activities within the immediate vicinity may
damage the buoy or render some readings unusable. Therefore, an immediate exclusion zone of 500
m around the L4 buoy has been assessed as very high and a 1 km zone has been assessed as moderate
(Table 7 and Figure 4).
Table 7: Scientific Buoys Assessment
Feature Assessment
Within 500 m of buoy Very high
Within 1 km of buoy Moderate
6.4 Shipping and MoD Practice Areas
There are three charted firing practice areas within the study area (X5009, D009 and D009A) and a
submarine exercise area in the west of the study area. Combined, these MoD areas cover a large
proportion of the study area. Firing practice areas in the UK are operated under a ‘clear range
procedure’ where practice only takes place when the range authorities have established the area is
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free of shipping. Therefore, the areas have been assessed as low. However, it is recognised that this
assessment may need review post consultation with the MoD.
Ferry routes have been assessed as a high within a 200 m corridor as ferries may not be able to avoid
disposal activities. The exact routes ferries take once they leave the harbour is not known at present,
and therefore this assessment may require updating post consultation.
The assessment for shipping and military exclusions is shown in Table 8 and depicted in Figure 5.
Table 8: Shipping and Military Exclusions assessment
Feature Assessment
MoD zones (Firing Practice Areas + submarine exercise area)
Low
Ferry route (200 m width) High
6.5 Fish Spawning
Fish spawning and nursery grounds were mapped with data from Ellis et al. (2010) and Coull et al
(1998) which provide spatial data on spawning and nursery grounds of 40 species of fish considered
of conservation importance. Additional evidence on bass spawning areas was taken from MAFF
(1990).
In assessing areas for the sensitivity of fish spawning or nursery grounds consideration was given to
the biology of the species and conservation status. For example, fish that spawn on the seabed (e.g.
herring) were considered to be more sensitive to disposal activities due to the effects of smothering,
compared to fish that produce demersal eggs which may only be present in the impacted area for a
short period. Areas of spawning and or nursery grounds of species on the IUCN red list (Nieto et al.
2015) were assessed as low sensitivity, reflecting the conservation status, but also recognising that
the impact of disposal activities in a relatively small zone is unlikely to have significant impacts on the
overall reproduction of the species. Other fish species known to spawn or have nursery grounds in the
study area are listed in Table 9, although they have been assessed as very low as the relative impact
of a disposal site on the reproduction of these species is considered insignificant. The sensitivity
assessment for fish spawning in the study area is shown in Figure 6. It should be noted that as the
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nursery areas for spotted ray and spurdog cover the entire study area then areas assessed as very low
will be obscured due to the composite nature of the maps. Detailed spawning and nursery ground
maps can be found within the references cited above.
Table 9: Spawning and Nursery Grounds Assessment
Feature Assessment
Nursery
IUCN Red List: Spotted Ray (Raja montagui) (least concern) Spurdog (Squalus acanthias) (Endangered)
Low
Other: Bass (Dicentrachus Labrax) Whiting (Merlanguis merlangus) Mackerel (Scomber scombrus) Lemon Sole (Microstomus kitt)
Very low
Spawning
Herring (Clupea harengus) Moderate
Lemon Sole (Microstomus kitt) Sand Eel (Ammodytidae) Sole (Solea solea) Sprat (Sprattus sprattus)
Very low
6.6 Fishing Activity and Shellfisheries
Areas of shellfish harvesting have been taken from the Food Standards Agency’s classification of
bivalve molluscs’ production areas as designated in accordance with the controls laid down in Annex
II of Regulation 854/2004. Areas where shellfish may be harvested have been assessed as moderate,
as direct burial/smothering effects can be anticipated, although recovery may be quick (Figure 7).
Sediments being disposed of at sea are screened for chemical contamination, and therefore
bioaccumulation of toxins should not pose a significant risk.
Commercial fishing activity has been mapped using data from Vanstaen and Silva (2010). Sightings
data of all fishing vessel types collected from Sea Fisheries Committees (now Inshore Fisheries
Conservation Authorities) and the MMO have been used for the assessment, with fishing intensity
mapped as normalised sightings per unit effort (SPUE). The relative scale as applied by Vanstaen and
Silva (2010) has been applied to show fishing activity and inform the assessment in Table 10. Within
the study area there are no areas of high fishing intensity of either static or mobile gears (Figure 8).
For static gears alone there were also no areas of moderate intensity (Figure 9). For mobile gears
alone, there appeared to be a general increase in fishing activity with distance from the coast, with
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some areas in the southern most extent of the area recording moderate intensity, assessed as
moderate sensitivity.
It is anticipated that there is a large amount of recreational fishing in the region, however intensity is
not currently mapped and therefore it is not possible to carry out a sensitivity assessment at this time.
This is an area that may require further consideration during the public consultation.
Table 10: Shellfish Areas and Commercial Fishing Assessment
Feature Assessment
Shellfish production area (classification B) Moderate
High fishing activity (SPUE >1.33) (no areas) High
Moderate fishing activity (SPUE 0.148 to 1.33) Moderate
Low fishing activity (SPUE <0.148) Low
6.7 Beaches and Bathing Waters
Beaches within the study area classified as UK ‘Designated Bathing’ waters under the Bathing Waters
Regulations 2013 (EU Bathing Waters Directive 2006/7/EC) are:
• Within 8 nm = Portwrinkle, Whitsand Bay, Cawsand, Kingsand, Port Hoe West, Port Hoe
East, Bovisand, Wembury, Mothecombe.
• Within 10 nm = Seaton, Downderry.
The locations of these beaches are shown on Figure 10. These features have not been assessed
themselves as each falls within existing conservation zones which are classified as very high sensitivity.
However, the locations of bathing waters have been taken into account when reviewing the modelling
outputs to ensure no material that is destined for disposal impacts upon these bathing areas.
6.8 Recreational Boating Areas
The Plymouth Estuaries are a popular recreational boating area with numerous marinas and yacht
clubs. The search for potential disposal sites is being concentrated seaward of the breakwater and
therefore conflict with yacht clubs and boating clubs is considered to be unlikely. There is however
potential for disposal activities to conflict with recreational boating activities offshore. However, such
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conflicts would be limited to the actual disposal time (i.e. vessel spatial use conflicts), and not
subsequent deposition/sediment plumes.
There is a delineated Royal Yachting Association (RYA) racing area seaward of the Plymouth
breakwater which extends approximately 12 nm towards, and beyond, Eddystone Rocks and is
approximately 6.5 nm wide. This area covers a large proportion of the centre of the study area. The
RYA cruising routes indicate that the main route towards and around Eddystone Rocks is of ‘medium
use’.
The RYA racing area and cruising routes have been assessed as low as the potential for conflict is
limited to the window of disposal activities. Further to this with the majority of disposal activities
taking place in the winter months conflict with recreational boating/racing events is considered to be
unlikely/rare.
Table 11: Recreational Boating Assessment
Feature Assessment
RYA Racing Area* Low
RYA Cruising Routes* Low
*Not currently mapped as data unavailable
6.9 Marine Mammals
Various species of marine mammals are known to be present in the waters surrounding Devon and
Cornwall (e.g. Devon Wildlife Trust, 2016). However, detailed spatial data is not available. Species
protected under national or international legislation (e.g. Habitats Directive Annex II species) known
from the wider area include Grey seal (Halichoerus grypus), Common seal (Phoca vitulina), Harbour
porpoise (Phocoena phocoena) and the Bottlenose dolphin (Tursiops truncates). Marine mammals are
highly mobile and thus could avoid disturbance from disposal activities. A classification of very low
has been applied to marine mammals for the whole area.
6.10 Habitats and Benthic Ecology
The seabed habitats offshore of Plymouth harbour have been studied under various projects at
differing scales. For example, there have been site specific studies at the existing Rame Head South
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disposal site over a number of years (Cefas, 2005), and there have been more recent efforts to map
the habitats of the Whitsand and Looe Bay MZC (Cefas, 2015). However, for the purposes of the
current assessment a high-level interpretation of the benthic substrate types was required and
therefore recent modelled data for predicted substrate composition (Stephens, 2015) have been
utilised to show likely habitats across the study area. It should be noted that the predicted substrate
map provides modelled data based on hydrodynamic models, optical remote sensing data and
bathymetry data. It does not show precise survey results, and therefore fine scale interpretation
should be treated with caution. The data shown herein is given to show the expected benthic habitats
within the study area so that known sensitivities may be avoided (e.g. hard substratum which may
support sensitive species such as the sea fan Eunicella verrucosa). Figure 11 shows the modelled
habitats in the study area and indicates that the majority of the area is sand and muddy sand with
small patches of mud and sandy mud and patches of coarse sediment.
6.11 Cables and Pipelines
There are no known cables or pipelines seaward of the Plymouth breakwater.
6.12 Aquaculture sites
There are no known aquaculture sites within the study area.
6.13 Renewable energy sites
There are no known renewable energy sites within the study area.
6.14 Marine aggregate extraction areas
There are no known aggregate extraction areas within the study area.
6.15 Intake sites for industrial uses such as cooling, desalination and aquaculture
There are no known water intakes within the study area.
7 Potential Disposal Sites
The combined assessment of all sensitivities (Figure 12) has identified areas of overall low to very high
sensitivity within the study area, but no areas of very low sensitivity. The combined assessment is not
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cumulative (i.e. areas are shown as their highest classification only) as adding assessments together
(e.g. two lows equal a moderate) was not considered appropriate at this stage as each sensitivity has
its own specific receptors which should be considered separately.
Two potential new sites have been selected for further investigation as possible dredge disposal sites
based on the initial assessment of sensitivities in the study area (Figure 13). A description and rationale
for the selection and the sensitivities at and around each potential dredge disposal site are discussed
in the sections below. Note that the exact positions and boundaries of the potential sites are
somewhat arbitrary and are subject to change. The areas have been included to show an example of
potential sites and to allow locations to be selected in order to undertake the sediment plume
modelling (Section 8).
7.1 Existing Rame Head South Disposal Site
The existing Rame Head South disposal site has also been considered as an option for potential
ongoing disposal. The assessment of sensitivities showed that the disposal site is not located within
and area of very high sensitivity, however there are several features that are assessed as potentially
high, or moderately sensitive to disposal activities. Table 12 shows the features of high and moderate
sensitivity which overlap with the existing Rame Head South site. It is important to recognise that
these results do not necessarily mean the identified features will be impacted or affected by dredge
disposal activities, only that they warrant further investigation to ensure potential impacts are
recognised and mitigated against if necessary.
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Table 12: Rame Head South Site Assessment Sensitivities
Assessment level Features
Very High No features
High Within 1km of SAC/SCI or MCZ
Moderate Within 3 km of SAC/SCI or MCZ Within 3 km of diving wrecks Within spawning or nursery grounds
Low Within shipping and MoD practice areas
Very Low
Not within static fishing gear area Not within mobile fishing gear area Not within any shellfisheries production areas
7.2 Potential area “Site 1”
Potential “Site 1” has been selected in an area of low sensitivity in the southern central part of the
study area approximately 5.5 nm south of the breakwater. The features which have been assessed as
low sensitivity that cover this area include a military firing practice area, fishing nursery area for
Spurdog, and low fishing intensity with mobile gears (Table 13). Potential site 1 was also selected as
the seabed habitat is suspected to be sand or muddy sand (Section 6.10) and therefore disposed
material may be similar in nature to the existing seabed conditions. The area of the site has been
selected as a nominal 1 km x 1 km, with dispersion modelling based on the centre of this area.
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Table 13: Site 1 Assessment Sensitivities
Assessment level Features
Very High No features
High No features
Moderate No features
Low Within shipping and MoD practice areas Within spawning or nursery grounds Within mobile fishing gear area (<0.148)
Very Low
Not within 3km of a SAC/SCI or MCZ No wrecks located within the site Not within 1km of a scientific buoy Not within static fishing gear area Not within any shellfisheries production areas
7.3 Potential area “Site 2”
Potential “Site 2” has been selected in an area of low sensitivity approximately 5.5 nm south-west
from the breakwater. The features which have been assessed as low sensitivity that cover this area
include a military firing practice area, fishing nursery area for Spurdog, and low fishing intensity with
mobile gears (Table 14). Potential site 2 was also selected as the seabed habitat is suspected to be
sand or muddy sand (Section 6.10) and therefore disposed material may be similar in nature to the
existing seabed conditions. The area of the site has been selected as a nominal 1 km x 1 km, with
dispersion modelling based on the centre of this area.
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Table 14: Site 2 Assessment Sensitivities
Assessment level Features
Very High No features
High No features
Moderate No features
Low Within shipping and MoD practice areas Within spawning or nursery grounds Within mobile fishing gear area (<0.148)
Very Low
Not within 3km of a SAC/SCI or MCZ No wrecks located within the site Not within 1km of a scientific buoy Not within static fishing gear area Not within any shellfisheries production areas
8 Sediment Dispersion Modelling
8.1 Methods
The Cefas sediment plume model was used to investigate the movement of the sediment plume from
the dredge material disposals within the water column and the subsequent deposit of sediment on
the seabed at one exisiting and two potential disposal sites.
This plume model is a 2D particle tracking model which utilises tidal ellipse information to determine
the fate of sediment particles (within the water column and settling on the seabed) released as a result
of dredged material disposal operations at specific locations in the marine environment. The plume
model for the south coast uses a high resolution tidal database which has been checked against tidal
current meter measurements (Defra, 2001). Cefas have significant experience in using the model in a
variety of locations and has good confidence in the outputs (Cooper et al, 2007).
The model runs were undertaken for a slack tide (19/9/2005 12:55 GMT) and are for 2500 particles
for 24 hours with a particle size curve, equivalent to that from Cattewater, for disposal locations within
the three sites (Table 15). The resulting spread of released particles therefore represents the envelope
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for dispersion and deposition over 24 hours (2 tides) using a representative mix of very fine silts (87.9%
less than 64 microns particle size diameter) and the remainder fine sands (12.1% at 100 microns).
Table 15: Disposal locations used for the sediment plume modelling at the three disposal sites (duration of disposal 30 minutes)
Site Latitude (WGS84) Longitude (WGS84)
Rame Head 50.30995 -4.268
Site 1 50.241 -4.187
Site 2 50.267 -4.246
Whilst outputs of the plume model provide a single snapshot of the dispersion process it does serve
to illustrate the behaviour of the released dredged material and therefore, provides a good indication
of the potential interaction of the disposed dredged material and the features of concern/sensitivity
that were identified as susceptible to the impacts of the disposal of dredged material in section 5.1.
There are some practical limitations with the use of the plume model employed for this study, namely
the model itself does not take into account meteorological forcing (the localised currents, wind speeds
and directions). However, given that this is a high level scoping study to identify potential areas for a
new disposal site which would then be subject to further characterisation and detailed sediment
dispersion and deposition modelling it was deemed appropriate. The use of different modelling
approaches, including the use of 3D models was considered inappropriate at this stage as the site
specific calibration data to validate such model outputs is not currently available and the confidence
associated with such model outputs would add no further value to a site selection process.
8.2 Results
The results of the sediment plume dispersion modelling have been overlaid on the combined
sensitivity assessment map to show the potential spatial extent to which the sediment could disperse
in the water column and then be deposited on the seabed. A map showing the outputs for all three
disposals sites is shown in Figure 14. Further larger scale maps for each disposal site are shown in
Figure 15, Figure 16 and Figure 17 and discussed separately below.
8.2.1 Existing Rame Head site
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The plume modelling of the existing Rame Head South site shows material dispersing in a north
westerly direction on the ebb tide and south easterly direction on the more dominant flood tide
(Figure 15). The majority of the potential sediment deposition is within areas of moderate sensitivity
for predicted herring spawning grounds. There is some potential deposition to the north west into an
area of high sensitivity for conservation sites (the 1 km buffer zone for the Whitsand and Looe Bay
MCZ) and a very small potential for material to be deposited just into an area of very high sensitivity
for conservation sites (Whitsand and Looe Bay SAC). Whilst there is a potential pathway for sediment
plumes to reach the conservation site, as stated is Section 7.1, this does not necessarily mean the
features will be impacted or affected by the disposal activities.
8.2.2 Suggested area “Site 1”
For ‘Site 1’ the modelling shows material potentially dispersing and being deposited in a west to
easterly direction (Figure 16) with some sediment deposition potentially extending to areas of very
high sensitivity for scientific buoys to the north west and conservation sites (Start Point to Plymouth
Sound and Eddystone SCI) to the east.
8.2.3 Suggested area “Site 2”
The plume modelling for ‘Site 2’ again shows material potentially dispersing in a west to easterly
direction (Figure 17) as for ‘Site 1’. Potential sediment deposition is mainly shown in areas of low
sensitivity with some deposition in areas of moderate sensitivity to the east for wrecks and shipping
and MOD practice areas.
9 Overall Assessment of Site Interaction
In order to evaluate the most appropriate site to consider for further investigation the outputs of the
sediment plume modelling and the sensitivity assessments of the different features have been used
to produce an overall assessment of site interaction. No overall assessment has been made for
shipping as it is not considered that there will be any interaction between sediment plumes/deposition
and shipping. In producing the overall assessment of site interaction the extent of the predicted
deposition relevant to the highest sensitivity classification for each feature has been noted
(interaction rating), for example the predicted deposition for Site 1 extends into an area of moderate
sensitivity with regards to mobile fishing gear. Once this has been carried out for both sites the overall
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assessment of site interaction is based on the highest interaction rating noted for that site (Table 16).
For Site 1 the overall assessment of site interaction is Very High and for Site 2 it is Moderate.
Table 16: Overall assessment of interaction for Sites 1 and 2
Feature Interaction rating Site 1 Interaction rating Site 2
Designated Sites Very high Moderate
Wrecks Moderate Moderate
Scientific buoys Very high Very low
Fish spawning and nursery areas Low Moderate
Shellfish production areas Very low Very low
Static fishing gear Low Low
Mobile fishing gear Moderate Low
Designated bathing waters Very low Very low
Overall assessment Very high Moderate
The overall assessment of site interaction is not an assessment of the impact of disposal activities on
particular aspects of any of the features, rather it is to provide guidance on which of the two sites
would be more appropriate to take forward into Phases II and III of the characterisation study.
10 Conclusions and Recommendation
The output of the risk assessment of the sensitivity of environmental features and marine activities to
the effects of dredging disposal activities revealed an area of low sensitivity within the study area that
is potentially suitable for a new disposal site, which warrants further investigation.
Within this area of low sensitivity two locations were selected as potential new disposal sites. The first
(Site 1) within an old sewage sludge disposal site south of the Plymouth breakwater and the second
(Site 2) in an area of similar substrate type to the north west of Site 1. Sediment plume modelling was
carried out at these sites to give an indication of the probable direction and extent of plume dispersion
and sediment deposition. Plume dispersion and sediment deposition for the existing Rame Head
disposal site was also modelled.
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The results of the modelling show that both plume dispersion and sediment deposition potentially
extend into overall areas of very high sensitivity, in the case of Site 1, and moderate sensitivity in the
case of Site 2.
The results of the plume modelling for the existing disposal site at Rame Head South show a small
amount of sediment deposition in an area of very high sensitivity for conservation sites (Whitsand and
Looe Bay MCZ) however, this does not mean that the conservation site features will be impacted.
There is no evidence from previous studies of adverse environmental effects to surrounding areas
resulting from disposal activities at Rame Head South (Cefas, 2005, Cefas 2105, Elliot and Mazik, 2011).
To evaluate the most appropriate site to consider for further investigation in the next phase of the
characterisation study the outputs of the sediment plume modelling and the sensitivity assessments
of the different features were used to produce an overall assessment of site interaction. For Site 1 the
overall assessment of site interaction was determined as Very High and for Site 2 it was Moderate.
Based on this assessment the recommendation of this report and the disposal site selection exercise
is therefore to undertake a detailed characterisation study at Site 2.
The study has used existing data and expert judgement to provide a high-level assessment of the study
area and to identify a zone for further investigation in terms of a more precise location for a disposal
site.
11 Next Steps
The recommendation of this report is to undertake a detailed characterisation exercise at Site 2. Such
a characterisation will require a fieldwork component likely to consist of bathymetric, grab and trawl
surveys along with the deployment of scientific instruments. The real time data from the scientific
instruments will be used to calibrate a detailed, sophisticated hydrodynamic model that will be
employed to investigate the movement of the sediment plume from dredge disposals within the water
column and the thickness of the subsequent sediment layer deposited on the seabed.
In order for the MMO to consider sustainable development it is recommended that a Sustainability
Appraisal in undertaken to consider the economic, environmental and social effects of the proposed
new disposal site.
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12 References
Birchenough, A.C. and Vivian, C.M.G., (2010). Case Studies to Demonstrate the Selection of Dredged
Material Disposal Sites at Sea. Defra Project Code MB1401.
CEFAS, (2015). Whitsand and Looe Bay MCZ Summary Site Report. Marine Protected Areas Data and
Evidence Co-ordination Programme. Defra Project Code: MB0120.
CEFAS, (2010). Disposal of dredged material at the Rame Head Disposal Site: A review of Cefas’ Role
in its Monitoring and a Summary of the Monitoring Evidence. Report to the Marine Management
Organisation, 28pp.
CEFAS, (2005). Environmental impacts resulting from disposal of dredged material at the Rame Head
disposal site, S.W. England: An analysis of existing data and implications for environmental
management. CEFAS Contract BA004.
CEFAS, (2001). Computer modelling tool for predicting dispersion of sediment from aggregate
extraction activities. Defra project code: AE0910.
Cooper K., Boyd, S., Aldridge, J., and Rees, H. (2007) Cumulative impacts of aggregate extraction on
seabed macro-invertebrate communities in an area off the east coast of the United Kingdom. Journal
of Sea Research, 57 (2007), pp. 288–302.
Coull, K.A., Johnstone, R., and S.I. Rogers (1998). Fisheries Sensitivity Maps in British Waters.
Published and distributed by UKOOA Ltd., v + 58 pp.
Defra, (2015). Whitsand and Looe Bay MCZ Summary Site Report. Contract Reference: MB0120.
Report Number: 24, Version 3. March 2015.
http://randd.defra.gov.uk/Default.aspx?Menu=Menu&Module=More&Location=None&Completed=
0&ProjectID=18221
Defra, (2013). Marine Conservation Zones: Consultation on proposals for designation in 2013
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Annex A.5 – Finding Sanctuary sites requiring further consideration.
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/82727/mcz-
annex-a5-121213.pdf
Defra, (2011). Guidance on applying the Waste Hierarchy.
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/69403/pb13530-
waste-hierarchy-guidance.pdf
Defra, (2001). A computer modelling tool for predicting the dispersion of sediment plumes from
aggregate extraction activities. Final report for contract AE910, Cefas, UK.
Devon Wildlife Trust, (2016). Marine megafauna of Devon – whales and dolphins.
http://www.devonwildlifetrust.org/i/MarineMegaFaunaIDGuide.pdf. Accessed 26 Feb. 2016.
Elliott, M. Mazik, K., (2011). Rame Head Environmental Impact study: Review of Evidence. Report
Reference YBB168-F-2011
Ellis, J. R. Milligan, S. Readdy, L. South, A. Taylor, N. Brown, M., (2010). Mapping spawning and
nursery areas of species to be considered in Marine Protected Areas (Marine Conservation Zones).
Report 1. Project code MB5301.
Historic England, (2015). Protected Wrecks Data Dictionary. Updated 26th February 2015
HR Wallingford, (2011). Alternative dredging disposal site study – Seeking a more sustainable
alternative to the Inner Gabbard Marine Dredging Disposal Site. Report EX 6668
International Maritime Organisation IMO, (2014). Waste Assessment Guidelines under the London
Convention and Protocol: 2014 edition. IMO publication sales number. IA531E
International Maritime Organisation (IMO), (2003). London Convention 1972 and 1996 Protocol,
2003 edition. ISBN 92-801-4155-4, IMO publication sales number IA532E.
Ministry of Agriculture Fisheries and Food (MAFF), (1990). Bass: Nursery areas and other
conservation Measures. Report produced by MAFF. 15 pp
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Plymouth Disposal Site Selection – Phase 1 Final Page 39 of 62
Marine Management Organisation (MMO), (2015). Review of available sediment data to aid
understanding of the provenance of the subtidal mud habitat within Whitsand and Looe Bay Marine
Conservation Zone (MCZ).
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/468832/Rame_He
ad_MCZ_Subtidal_Mud_review_final_October.pdf
Marine Management Organisation (MMO), (2013). Marine conservation zones and marine licensing.
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/410273/Marine_c
onservation_zones_and_marine_licensing.pdf
McBreen, F., Askew, N., Cameron, A., Connor, D., Ellwood, H., Carter, A., (2010). UK SeaMap 2010
Predictive mapping of seabed habitats in UK waters. JNCC Report 446, ISBN 0963 8091.
Natural England, (2015a). Marine conservation advice for Site of Community Importance: Start Point
to Plymouth Sound and Eddystone (UK0030373).
https://www.gov.uk/government/publications/marine-conservation-advice-for-site-of-community-
importance-start-point-to-plymouth-sound-and-eddystone-uk0030373
Natural England, (2015b). Conservation advice for Marine Conservation Zone: Whitsand and Looe
Bay (UKMCZ0021). https://www.gov.uk/government/publications/conservation-advice-for-marine-
conservation-zone-whitsand-and-looe-bay-ukmcz0021
Natural England, (2015c). Marine conservation advice for Special Area of Conservation: Plymouth
Sound and Estuaries (UK0013111). https://www.gov.uk/government/publications/marine-
conservation-advice-for-special-area-of-conservation-plymouth-sound-and-estuaries-uk0013111
Natural England, (2015d). Conservation advice for Marine Conservation Zone: Tamar Estuary Sites
(FS27). https://www.gov.uk/government/publications/conservation-advice-for-marine-
conservation-zone-tamar-estuary-sites-fs27
Nieto, A., Ralph, G.M., Comeros-Raynal, M.T., Kemp, J., García Criado, M., Allen, D.J., Dulvy, N.K.,
Walls, R.H.L., Russell, B., Pollard, D., García, S., Craig, M., Collette, B.B., Pollom, R., Biscoito, M.,
Labbish Chao, N., Abella, A., Afonso, P., Álvarez, H., Carpenter, K.E., Clò, S., Cook, R., Costa, M.J.,
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Plymouth Disposal Site Selection – Phase 1 Final Page 40 of 62
Delgado, J., Dureuil,M., Ellis, J.R., Farrell, E.D., Fernandes, P., Florin, A-B., Fordham, S., Fowler, S., Gil
de Sola, L., Gil Herrera, J., Goodpaster, A., Harvey, M., Heessen, H., Herler, J., Jung, A., Karmovskaya,
E., Keskin, C., Knudsen, S.W., Kobyliansky, S., Kovačić, M., Lawson, J.M., Lorance, P., McCully Phillips,
S., Munroe, T., Nedreaas, K., Nielsen, J., Papaconstantinou, C., Polidoro, B., Pollock, C.M., Rijnsdorp,
A.D., Sayer, C., Scott, J., Serena, F., Smith-Vaniz, W.F., Soldo, A., Stump, E. and Williams, J.T., (2015).
European Red List of Marine Fishes. ISBN: 978-92-79-45412-7
OSPAR, (2014). OSPAR Guidelines for the Management of Dredged Material at Sea. Agreement 2014-
06.
Royal Haskoning DHV., (2016). Agreement of location study area for site characterisation. Plymouth
Area Disposal Site Steering Group.
Pequegnat, W.E., (1988a). A technique for selecting an environmentally acceptable marine waste
disposal site. Proceedings of an International Seminar on Environmental Impact Assessment of Port
Development, Baltimore, Maryland, USA, 12-19 November 1988, 123-125.
Stephens, D (2015): North Sea and UK shelf substrate composition predictions, with links to
GeoTIFFs. Centre for Environment Fisheries and Aquaculture Science, doi:10.1594/PANGAEA.845468
Vanstaen, K. Silva, T., (2010). Developing a National Inshore Fisheries Data Layer from Sea Fisheries
Committee and Marine Management Organisation Data. Cefas Technical Report MB106 Report 3.
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Plymouth Disposal Site Selection – Phase 1 Final Page 41 of 62
13 Figures
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Plymouth Disposal Site Selection – Phase 1 Final Page 42 of 62
Figure 1: Plymouth Disposal Site Selection Study Area
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Plymouth Disposal Site Selection – Phase 1 Final Page 43 of 62
Figure 2: Map of Conservation Designations Assessment
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Figure 3: Map of Wrecks Assessment
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Figure 4: Map of Scientific Buoys Assessment
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Figure 5: Map of Shipping and MoD Practise Areas Assessment
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Figure 6: Map of Fish Spawning and Nursery Areas Assessment
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Figure 7: Map of Shellfish Production Areas
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Figure 8: Map of Fishing Activity – Static Gear
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Figure 9: Map of Fishing Activity – Mobile Gear
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Figure 10: Map of Designated Bathing Waters
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Figure 11: Map of Predicted Substrate Composition (Stephens, 2015)
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Plymouth Disposal Site Selection – Phase 1 Final Page 53 of 62
Figure 12: Combined Sensitivity Assessment
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Figure 13: Potential Disposal Site
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Figure 14: Overview of plume modelling
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Figure 15: Rame Head South Plume Model
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Figure 16: Site 1 Plume Model
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Figure 17: Site 2 Plume Model
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Plymouth Disposal Site Selection – Phase 1 Final Page 59 of 62
A. Appendix - Agreement of location study area for site characterisation.
C7041 Plymouth
Report Phase 1 - Appendix A Royal Haskoning Report.pdf
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Plymouth Disposal Site Selection – Phase 1 Final Page 60 of 62
B. Appendix - Advice on operation table legend
SENSITIVE: The evidence base suggests the feature is sensitive to the pressure at the
benchmark and taken to further assessment.S
INSUFFICIENT EVIDENCE TO ASSESS: The evidence base is not considered to be developed
enough for assessments to be made of sensitivity at the benchmark pressure level and
should not be precluded from consideration. The best available evidence, relevant to that
activity, at time of application must be sourced and taken to further assessment.
IE
NOT ASSESED - A sensitivity assessment has not been made for this feature but should
not be precluded from consideration. The best available evidence, relevant to that activity,
at time of application must be sourced and taken to further assessment.
NA
NOT SENSITIVE AT THE BENCHMARK: The evidence base suggests the feature is not
sensitive to the pressure at the benchmark but shouldn't be precluded from consideration
(e.g. variations in pressure intensity and exposure, in-combination or indirect effects) and
taken to further assessment.
NS
The evidence base suggests that there is no direct interaction between the pressure and
the feature under assessment OR, the activity and the feature could not interact and taken
to further assessment.
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C. Appendix – Sensitivity assessment of MCZ features to maintenance dredging disposal
Hig
h en
ergy
inte
rtid
al r
ock
Inte
rtid
al c
oar
se s
edim
ent
Inte
rtid
al s
and
and
mud
dy s
and
Low
en
ergy
inte
rtid
al r
ock
Mo
dera
te e
ner
gy in
tert
idal
ro
ck
Sea
gras
s be
ds
Subt
idal
co
arse
sed
imen
t
Subt
idal
san
d
Oce
an
quah
og
(Arc
tica
isla
ndic
a)
Pink
sea
-fan
(Eu
nice
lla v
erru
cosa
)
Sea
-fan
ane
mo
ne (
Am
phia
nthu
s do
hrni
i)
Stal
ked
jelly
fish
(H
alic
lyst
us a
uric
ula
)
Blu
e m
usse
l (M
ytilu
s ed
ulis
) bed
s
Inte
rtid
al b
ioge
nic
ree
fs
Inte
rtid
al c
oar
se s
edim
ent
Nat
ive
Oys
ter
(Ost
rea
edul
is)
Smel
t (O
smer
us e
perl
anus
)
Above water noise NA
Abrasion/disturbance of the substrate on
the surface of the seabedNS S S S S S S NA S S NS S S
Barrier to species movement NA S
Changes in suspended solids (water clarity) NS NS NS S S S NS NA NS NS NS NS S
Collison ABOVE water with static or moving
objects not naturally found in the marine
environment (e.g. boats, machinery and
structures)
NA
Collison BELOW water with static or moving
objects not naturally found in the marine
environment (e.g. boats, machinery and
structures)
NA S
Deoxygenation NS NS IE NS NS NS NS NA NS NS NS NS S
Hydrocarbon & PAH Contamination.
Includes those priority substances listed in
Annex II of Directive 2008/105/EC
NS NS NS NS NS NS IE NA NS NS NS NS IE
Introduction of light NA
Introduction of other substances (solid,
liquid or gas)IE IE IE IE IE IE IE NA IE IE IE IE IE
Introduction or spread of non-indigenous
speciesIE S S S IE S IE NA S S IE S IE
Nutrient enrichment IE NS NS S NS NS NS NA NS NS IE NS
Organic enrichment IE IE S S S S NS NA NS NS IE NS
Penetration and/or disturbance of the
substrate below the surface of the seabed,
including abrasion
NS S S S S S S NA S S NS S
Physical change (to another seabed type) S S S S S S S NA S S S S
Physical loss (to land or freshwater habitat)S S S S S S S NA S S S S
Radionuclide contamination IE IE IE IE IE IE IE NA IE IE IE IE IE
Siltation rate changes (High), including
smothering (depth of vertical sediment
overburden)
S S S S S S S NA S S S S S
Siltation rate changes (Low), including
smothering (depth of vertical sediment
overburden)
S S S S S S S NA S S S S S
Synthetic compound contamination (incl.
pesticides, antifoulants, pharmaceuticals).
Includes those priority substances listed in
Annex II of Directive 2008/105/EC
IE NS NS NS NS NS IE NA NS NS IE NS IE
Transition elements and organo-metal (e.g.
TBT) contamination. Includes those priority
substances listed in Annex II of Directive
2008/105/EC
IE NS NS NS NS NS NS NA NS NS IE NS IE
Underwater noise changes NA IE
Visual disturbance NA IE
Whitsand and Looe Bay Tamar Estuary
Habitats Species
Pressure
Habitats Species
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Plymouth Disposal Site Selection – Phase 1 Final Page 62 of 62
D. Appendix - Sensitivity assessment of Plymouth SAC features to maintenance dredging disposal
Cir
calit
tora
l ro
ck
Infr
alit
tora
l ro
ck
Inte
rtid
al m
ixed
sed
imen
ts
Inte
rid
al m
ud
Inte
rtid
al r
ock
Inte
rtid
al s
eagr
ass
bed
s
Low
er-m
id s
altm
arsh
Mid
-up
per
sal
tmar
sh
Pio
nee
r sa
ltm
arsh
Sub
tid
al m
ixed
sed
imen
ts
Sub
tid
al m
ud
Sub
tid
al s
and
Sub
tid
al s
eagr
ass
bed
s
Tran
siti
on
an
d d
rift
line
salt
mar
sh
Up
per
sal
tmar
sh
Cir
calit
tora
l ro
ck
Infr
alit
tora
l ro
ck
Inte
rtid
al r
ock
Sub
tid
al c
oar
se s
edim
ent
Sub
tid
al m
ixed
sed
imen
ts
Sub
tid
al m
ud
Sub
tid
al s
and
Sub
tid
al s
eagr
ass
bed
s
Inte
rtid
al c
oar
se s
edim
ents
Inte
rtid
al m
ixed
sed
imen
ts
Inte
rid
al m
ud
Inte
rtid
al s
and
an
d m
ud
dy
san
d
Inte
rtid
al s
eagr
ass
bed
s
Cir
calit
tora
l ro
ck
Infr
alit
tora
l ro
ck
Inte
rtid
al r
ock
Sub
tid
al c
oar
se s
edim
ent
Sub
tid
al m
ixed
sed
imen
ts
Sub
tid
al m
ud
Sub
tid
al s
and
Sub
tid
al s
eagr
ass
bed
s
Above water noise NA
Abrasion/disturbance of the substrate on the
surface of the seabedS S S S S S S S S S S S S S S S S S S S S NS S S S S S S S S S S S S NA
Barrier to species movement S S S S NA
Changes in suspended solids (water clarity) S S S S NS S S S S S S S S S S S S S S S S NS S NS NS S S S S S S S S S S NA
Collison ABOVE water with static or moving
objects not naturally found in the marine
environment (e.g. boats, machinery and
structures)
NA
Collison BELOW water with static or moving
objects not naturally found in the marine
environment (e.g. boats, machinery and
structures)
S NA
Deoxygenation NS NS IE NS NS IE NS NS NS NS NS NS NS NS IE IE NS NS NS NS NS NS NS NS NS NS NS IE IE NS NS NS NS NS S NA
Hydrocarbon & PAH Contamination. Includes
those priority substances listed in Annex II of
Directive 2008/105/EC
NS IE NS NS NS IE NS NS NS NS IE NS NS IE NS IE NS NS IE NS NS NS NS NS NS NS IE NS IE NS NS IE NS NS IE NA
Introduction of light NA
Introduction of other substances (solid, liquid
or gas)IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE NA
Introduction or spread of non-indigenous
speciesS S S S IE S S S S S S S S S S S IE S S S S IE S IE S S S S S IE S S S S IE NA
Nutrient enrichment NS IE NS NS NS S S NS NS NS NS NS S IE NS S NS NS NS NS S IE NS NS NS S IE NS S NS NS NS NS S NA
Organic enrichment S S S IE NS S S NS S IE S S S S S S S IE S S S IE IE NS IE S S S S S IE S S S NA
Penetration and/or disturbance of the
substrate below the surface of the seabed,
including abrasion
S S S S S S S S S S S S S S S S S S S NS S S S S S S S S S S S NA
Physical change (to another seabed type) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S NA
Physical loss (to land or freshwater habitat) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S NA
Radionuclide contamination IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE IE NA
Siltation rate changes (High), including
smothering (depth of vertical sediment
overburden)
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S NA
Siltation rate changes (Low), including
smothering (depth of vertical sediment
overburden)
S S S S NS S S S S S S S S S S S S S S S S S S NS S S S S S S S S S S NA
Synthetic compound contamination (incl.
pesticides, antifoulants, pharmaceuticals).
Includes those priority substances listed in
Annex II of Directive 2008/105/EC
NS IE NS NS NS IE NS NS NS NS IE NS NS IE NS IE NS NS IE NS NS IE NS NS NS NS IE NS IE NS NS IE NS NS IE NA
Transition elements and organo-metal (e.g.
TBT) contamination. Includes those priority
substances listed in Annex II of Directive
2008/105/EC
NS IE NS NS NS IE NS NS NS NS IE NS NS IE NS IE NS NS IE NS NS IE NS NS NS NS IE NS IE NS NS IE NS NS IE NA
Underwater noise changes S NA
Visual disturbance IE NA
Pressure
Annex I Habitat Annex II Species
Atl
anti
c sa
lt m
ead
ow
s (G
lau
co-
Pu
ccin
ellie
talia
mar
itam
ae)
Estuaries Large shallow inlets and baysMudflats and sandflsts not covered by seawater at low
tideReefs
Sandbanks which are slightly covered by sea water all of
the time
Alli
s sh
ad (
Alo
sa a
losa
)
Sho
re d
ock
(R
um
ex r
up
estr
is)
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About us
The Centre for Environment, Fisheries and Aquaculture Science is the UK’s leading and most diverse centre for applied marine and freshwater science. We advise UK government and private sector customers on the environmental impact of their policies, programmes and activities through our scientific evidence and impartial expert advice. Our environmental monitoring and assessment programmes are fundamental to the sustainable development of marine and freshwater industries. Through the application of our science and technology, we play a major role in growing the marine and freshwater economy, creating jobs, and safeguarding public health and the health of our seas and aquatic resources Head office
Centre for Environment, Fisheries & Aquaculture Science Pakefield Road Lowestoft Suffolk NR33 0HT Tel: +44 (0) 1502 56 2244 Fax: +44 (0) 1502 51 3865 Weymouth office
Barrack Road The Nothe Weymouth DT4 8UB Tel: +44 (0) 1305 206600 Fax: +44 (0) 1305 206601
Customer focus
We offer a range of multidisciplinary bespoke scientific programmes covering a range of sectors, both public and private. Our broad capability covers shelf sea dynamics, climate effects on the aquatic environment, ecosystems and food security. We are growing our business in overseas markets, with a particular emphasis on Kuwait and the Middle East. Our customer base and partnerships are broad, spanning Government, public and private sectors, academia, non-governmental organisations (NGOs), at home and internationally. We work with:
a wide range of UK Government departments and agencies, including Department for the Environment Food and Rural Affairs (Defra) and Department for Energy and Climate and Change (DECC), Natural Resources Wales, Scotland, Northern Ireland and governments overseas.
industries across a range of sectors including offshore renewable energy, oil and gas emergency response, marine surveying, fishing and aquaculture.
other scientists from research councils, universities and EU research programmes.
NGOs interested in marine and freshwater.
local communities and voluntary groups, active in
protecting the coastal, marine and freshwater
environments.
www.cefas.co.uk