scottish sea farms ltd hunda north biomass and …equivalent treatable biomass of 8398.5 t which is...
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SCOTTISH SEA FARMS LTD
HUNDA NORTH BIOMASS AND
TREATMENT MODELLING
TECHNICAL SUMMARY
Report To: Scottish Environment Protection Agency
Report No: 200916-01
Our Ref: RS
Status: V1
Date: 20 September 2016
Scottish Sea Farms Ltd
South Shian
Connel
PA37 1SB
Tel: 01631 574203 Mob: 07825030003
Email: rachel.speirs@scottishseafarms. com
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1. Summary
Modelling was carried out by Scottish Sea Farms Ltd ( SSF) for a proposed new marine cage site
Hunda North. Appropriate maximum biomass, chemical consent limits and sampling stations have
been calculated, consent limits achieved are detailed in the table below:
Treatment Recommended consent mass
Biomass A maximum consent biomass of 1679.7 t and stocking density 17.6
kg/ m³ is recommended for this site.
Salmosan (Azamethiphos) The total quantity of Azamethiphos to be discharged should not
exceed 172.5 g in a 3-hour period or 501.0 g in a 24-hour period.
This can be used to treat one cage in 3 hours or 3 cages in 24
hours at a maximum treatment depth of 2.1 m.
Excis (Cypermethrin) The total quantity of chemical to be discharged in a 3h period
should not exceed 31.2 g. The equivalent treatment volume is
6240 m³
Alphamax (Deltamethrin) The total quantity of chemical to be discharged in a 3h period
should not exceed 11.7 g. The equivalent treatment volume is
5850 m³
SLICE ( Emamectin Benzoate) A maximum treatment quantity ( MTQ) of 587.9 g and a total
allowable quantity (TAQ) of 2939.5 g. This is enough chemical to
treat the maximum biomass 5 times.
Table 1: Consent limits for Biomass and treatment chemicals at Hunda North.
2. Introduction
This document is a technical summary of an assessment carried out for a proposed new marine cage
site located off the north shore of Hunda Island, Scapa Flow. Scottish Sea Farms plan to develop a
site with a cage configuration at this site of 12 x 100 m circumference cages spread over two 2x3 60
m grids. Modelling has been carried out in order to identify appropriate biomass and lice treatment
chemical limits for this new cage configuration. Sampling transects and sampling stations have been
identified and are detailed in section 4 below.
This summary provides site-specific methods only and is supported by generic method statements
AMMR12v01 and AMMR12v02.
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Figure 1: Location of the proposed marine cage site Hunda North, Scapa Flow.
3. Input Data
3.1 Site Data
The input data, including the bathymetry and the current data, for this site was provided by SEPA
and is summarized below:
Site Name: Hunda North
Site NGR: 344318 997579
Receiving Water: Scapa Flow
Company: Scottish Sea Farms
Peak biomass ( tonnes): 1679.7
Medicines applied for: Excis, Salmosan, Alphamax, Slice
Current Meter NGR: 344318 997566
Distance to Shore(km): 0.21
Water Depth at Site(m): 20.5
of Cages: 12
Round/ Square?: Round
Diameter/ Circumference/ Width (m): 100 m circumference
Working Depth (m): 10
Treatment shallowing depth (range?) (m): 2.1
Table 2: Hunda North site data
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3.2 Bathymetry
The model configuration has been modified from the model setup created by Xodus Ltd on behalf of
SSF for the modelling of a proposed new site, Hunda North. The bathymetry was created by
digitizing contours and spot depths from Admiralty Chart No. 35-0 and includes depths collected
during the hydrographic survey, as outlined in report A-30530-S06-REPT-001. The data were limited
to a 1km² model domain with the grid limits:
DataAreaXMin=343820
DataAreaXMax=344820
DataAreaYMin=997090
DataAreaYMax=998090
3.3 Cage set-up
The cage grid consists of 12 x 100 m circumference cages arranged in two groups laid out in two 3x2
60 m grids with a working depth of 10 m. The cage configuration can be seen in figure 2.
Figure 2: Screenshot of cage configuration taken from HundaN- FFMTv3. 0
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3.3 Current data
Current meter data was collected by Xodus Aurora in April 2011 on behalf of Scottish Sea Farms Ltd.
Data was collected using a 600 kHz RDI Workhorse ADCP.
Statistics for this dataset were derived using HGdata_analysis_v7.xls. All data was corrected to grid
north using a Grid Magnetic Angle of 3.16° W. Summaries of the derived statistical data for the 3
bins are available in Appendix 1.
The raw data was formatted into hourly averaged data for use in AUTODEPOMOD using the SEPA
tool temp-20min-HGv3.xls (input data displayed in Table 2). The intermediate Spring tide (SNS) and
Neap tides (NSN) were identified as occurring at hours 196 and 52 respectively.
Site name: Hunda North
Depth at mooring: 26.8
Height of surface meter from bottom (m): 20.06
Height of middle meter from bottom (m): 16.56
Height of bottom meter from bottom (m): 2.06
Number of hourly record at which springs commence: 196
Number of hourly record at which neaps commence: 52
Identify current speed units (m/ s or cm/ s): m/s
Mean Sea Level (mCD): 1.93
Compass variation (deg E/ W): 0.0W
Table2: Input parameters for the SEPA tool HundaN- 20minRS- HGv3
Mean Sea Level (defined as the average of MHWS, MHWN, MLWS and MLWN for St Mary’s (Scapa
Flow)) was derived from Admiralty Total Tide software.
The current velocities at this site were found to be fairly low indicating a quiescent to weakly flushed
site.
3.4 Model set-up
Defaults values were used as described in SEPA guidelines Regulation and Monitoring of Marine
Cage Fish Farming in Scotland Annex H, Methods for Modelling In- feed Anti- parasitics and Benthic
Effects ( issue No. 2.3, 18 May 2005).
Initial runs were carried out using a constant feed input, auto-distribute set to on and an initial
stocking density of 17 kg/m³. All runs used 1 particle initially and were then refined using 10
particles. Passing runs with an ITI of 10 were initially achieved. The simulation was further refined
by carrying out single runs of 10 particles until a passing run with an ITI of 9.9 was achieved.
3.5 Results
A passing run (Run 11) was achieved resulting in a maximum consent biomass of 1679.7 tonnes with
a stocking density of 17.6 kg/m³. Table 3 shows the flux, ITI and area results for this run while a
diagram of the flux contours and deposition footprint can be found in Figure 3. A full summary of
results can be found in the marine sum spreadsheet in Appendix 2. The shape and size of the
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deposition footprint is consistent with the local bathymetry and the direction and strength of the
residual current.
Flux (g/ m²/y) ITI Area (m²)
80% solids 1565 9.9 68308
Cage Area Equivalent 15414 1 27880
Benthic Sampling Area 191.8 30 103897. 1
Table 3: Flux, ITI and Area results for run 11
Figure 3: Diagram of model output for run 11.
Transects have been aligned with the major axis of the deposition footprint (Fig. 3 & 4). The primary
transect has been placed at the point where the 30ITI contour is furthest from the cage group. While
a parallel secondary transect has been included to offer a backup position if required in the field.
Profiles of each transect have been included below in Figure 5.
Sampling stations have been placed along each transect at the 30 ITI boundary and at 10m on either
side.
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Figure 4: Extract from HundaN_ Marine_ Sum indicating position of transects and sampling stations.
Transect 1
Transect 2
Figure 5: Profile of sampling transects for run 11.
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4. Bath Treatments
4.1 Input
The input data for this model is summarised in table 4 below. The hydrographic statistics for this site
were generated using the SEPA tool HGdata_analysis_v7.xls. Distance from shore was measured
from Admiralty Chart No. 35-0 using ArcGIS v10.1.
Loch Data
Loch/ Strait/ Open water : 3
Loch area (km2) : ( only required for Loch)
Loch length (km) : ( only required for Loch)
Distance to head (km) :
Distance to shore (km) : 0.21
Width of Strait (km) : ( only required for Strait)
Average water depth (m) : 20.5
Flushing time (days) :
Cage Data
of cages : 12
Cage shape : 1
Diameter/ Width (m) : 31.8
Working depth (m) : 10
Stocking density (kg/m3) :
Treatment
No. of cages possible to treat in 3
hours :
1.00
Initial Treatment Depth (m) : 2.1
Treatment Depth Reduction Increment
m) :
0.1
Hydrographic data analysis
Mean current speed (m/s) : 0.044
Residual Parallel Component U (m/ s) : 0.016
Residual Normal Component V (m/ s) : 0.002
Tidal Amplitude Parallel Component U
m/s) :
0.070
Tidal Amplitude Normal Component U
m/s) :
0.023
Table 4: Bath Treatment inputs for Hunda North.
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4.2 Results
The consent limits for all Bath treatment chemicals applied for are summarized in the marine sum
spreadsheet which can be found in Appendix 2.
Azamethiphos
Recommended consent mass (3h) – 172.5 g
Recommended consent mass (24h) – 501.0 g
Treatment Depth – 2.1 m
No. of cages per treatment – 1.0 in 3hrs, 3.0 in 24hrs
The TS plot for Azamethiphos is shown in figure 6 below:
Figure 6: Azamethiphos TS plot
Cypermethrin
Recommended consent mass (3h) – 31.2 g
No. of cages per treatment – 3.7
Deltamethrin
Recommended consent mass (3h) – 11.7 g
No. of cages per treatment – 3.5
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5. Infeed Treatments
5.1 Model Set- up
The model was setup using the method described in SSF’ s generic method report Bath and In-Feed
Method Statement and follows the guidelines and model defaults described in SEPA guidelines
Regulation and Monitoring of Marine Cage Fish Farming in Scotland Annex H, Methods for
Modelling In-feed Anti- parasitics and Benthic Effects ( issue No. 2.3, 18 May 2005) unless stated
otherwise below.
The Slice run parameters were set to 5 x maximum biomass (8398.5 t) using an annual feed load of
4291.6 tonnes.
After the initial runs it was deemed necessary to use a blanking file. Single runs of 10 particles were
then used to iterate to a passing (MAX) result.
All other options were set to default.
5.2 Results
The passing run (run 18) for Slice results in a TAQ of emamectin benzoate of 2939.5 g, this has an
equivalent treatable biomass of 8398.5 t which is 5 x peak biomass. The MTQ is 587.9 g, this is
enough to treat the maximum consented biomass of 1679.7 t in one treatment. This scenario results
in a mass balance is 2101 g and a mean near-field concentration of 294.7 gkg¹. The near-field
concentration levels exceed the EQS trigger value with a difference in concentration between
predicted near field residue concentrations and EQS values of 287 gkg¹.
Far-field error – We are aware that due to the 120 m gap between the cage groups the resulting
overlap has led to an over calculation of the far-field area. As this error has not prevented the model
from running to an EQS compliant scenario it has not been included in this report. However the
correct far-field area has been calculated as ~172591 m². The far-field area of impact is predicted to
be 143946 m2 at the TAQ.
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Figure 7: Diagram of model output from Slice Run 18 including blanking file.
6. Discussion
The footprint of deposition produced by the model is consistent with the bathymetry and current
data recorded at this site. This is also reflected by the volume of mass retained within the model (99
of the mass released).
There is little to no export from the model grid with dispersion of material almost completely within
the deposition footprint.
Hunda North is characterized by bathymetry which follows the contours of the coastline with no
unusual features and a comparatively simple hydrography. This implies that the short term and MLA
bath treatment models adequately simulate the behaviour of bath treatment chemicals released at
this site.
The maximum consent mass for Slice at Hunda North has been calculated as 2939.5 g, enough to
treat a biomass of 8398.5 t. The MTQ is 587.9 g which is sufficient to treat 1679.7 t.
The EMBZ mass balance for the passing run (118 days) is 2101 g, this is the mass of medicine residue
which is left in the model grid at the end of this run. In order to calculate the amount of medicine
lost from the model due to export the following equation is used:
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2939.5 x 0.74) - 2101
74.23 g
Therefore around 2.5 % of the medicine released is exported from the model grid. This is consistent
with the relatively low current speeds and weak residual current found at this site. The model shows
that the vas majority of the Slice residue is retained within the model grid.
Using the SEPA tool marine_sum.v3.1 we can see that the overall affected area is likely to cover an
area of 0.8 km². This is less than 10 % of the available receiving area of 10 km².
7. Conclusion
The recommended consent limit for this site is a maximum biomass of 1679.7 tonnes at a stocking
density of 17.6 kg/m³.
The model output for this site is representative of a quiescent/ weakly flushed site with a deposition
footprint consistent with the relatively weak vector averaged residual current and uniform
bathymetry of the site.
The recommended chemical consent limits for this site are:
Azamethiphos - 3h hour recommended consent limit of 172.5 g and a 24h limit of 501.0 g. This
quantity is sufficient to treat one whole cage with a treatment depth of 2.1 m in 3hrs and 3 cages in
24hrs. In order to treat the whole site four treatments of three cages over four days would be
required.
Cypermethrin – 3h recommended consent limit of 31.2 g; this is sufficient to treat a volume of
6240.0 m³, or 3 whole cages at a shallowing depth 2.1 m.
Deltamethrin - 3h recommended consent limit of 11.7 g, this is sufficient to treat a volume of 5850
m³ or 3 whole cages at a shallowing depth of 2.1 m.
Slice – A recommended consent limit of 587.9 g (MTQ) and a TAQ of 2939.5 g. This is enough
chemical to treat the maximum biomass 5 times.
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8. References
SEPA (2006) In-Feed consent limits at dispersive sites – v3. Available online:
http:// www.sepa.org.uk/water/ water_regulation/ regimes/ aquaculture/ marine_aquaculture/ modell
ing/ technical_guidance_notes.aspx#limits
SEPA (2005) Regulation and Monitoring of Marine Cage Fish Farming in Scotland Annex H, Methods
for Modelling In-feed Anti- parasitics and Benthic Effects ( issue No. 2.3, 18 May 2005). Available
online:
http:// www.sepa.org.uk/water/ water_regulation/ regimes/ aquaculture/ marine_aquaculture/ modell
ing.aspx
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Appendix 1 – Current Meter Data Summaries
Sub- Surface
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Cage Bottom
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Near Bottom
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Appendix 2 - Marine Sum Spreadsheet
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