horizontal scale: fig 3.5-1 - seabed sediments within and...
TRANSCRIPT
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500000
500000
520000
520000
540000
540000
6440000
6440000
6460000
6460000
2°20
'0"W
2°40
'0"W
3°0'
0"W
58°20'0"N
0 3,900 7,800 Metres¯
KEY
© A
BPmer, A
ll rights rese
rved, 2012. Data: BGS data ©
Nerc. All rights rese
rved; ©
British
Crown &
Seazo
ne Solutions Ltd. All rights rese
rved. Products Lice
nce
No.012009.001
Moray Offsh
ore R
enewables Ltd ©
2012. This docu
ment is the property of co
ntractors and sub-contractors and shall not be reproduce
d nor transm
itted w
ithout prior written approva
l.
REF: 8460001-PPW0201-ABP-MAP-025
Produced: MCEReviewed: NMWApproved: PH
Date: 04/05/2012
Moray OffshoreRenewables Ltd
Moray Offshore Renewables Ltd
Revision: B
Fig 3.5-1 - Seabed Sedimentswithin and near the Application
Site
1:150,000Horizontal Scale:
Geodetic Parameters: WGS84 UTM Zone 30N
A3 Chart
MORL Zone Boundary
Offshore Export Cable Route
Windfarm Boundaries
BGS Grab Samples
Emu Grab Samples (Folk)
Gravelly Sand
Sandy Gravel
Slightly Gravelly Sand
Partrac Grab Sample (Folk)
Sand
Gravelly Sand
Muddy Sandy Gravel
Muddy Sand
Sandy Gravel
Slightly Gravelly Sand
Sand
Rock
Fraserburgh
420000
420000
440000
440000
460000
460000
480000
480000
500000
500000
520000
520000
540000
540000
560000
560000
580000
580000
6380000
6380000
6400000
6400000
6420000
6420000
6440000
6440000
6460000
6460000
6480000
6480000
6500000
6500000
6520000
6520000
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
4°20
'0"W
58°40'0"N
58°20'0"N
58°0'0"N
57°40'0"N
0 15,000 30,000 Metres¯
KEY
© A
BPmer, A
ll rights rese
rved, 2012. Data source: Reid and M
cManus (1
987); R
amse
y and Brampton (2000)
Moray Offsh
ore R
enewables Ltd ©
2012. This docu
ment is the property of co
ntractors and sub-contractors and shall not be reproduce
d nor transm
itted w
ithout prior written approva
l.
REF: 8460001-PPW0201-ABP-MAP-027
Produced: MCEReviewed: NMWApproved: PH
Date: 04/05/2012
Moray OffshoreRenewables Ltd
Moray Offshore Renewables Ltd
Revision: A
Fig 6.2-1 - Bedload and Longshore Sediment Transport
in the Moray Firth
1:600,000Horizontal Scale:
Geodetic Parameters: WGS84 UTM Zone 30N
A3 Chart
MORL Zone Boundary
Offshore Export Cable Route
MacColl Windfarm
Stevenson Windfarm
Telford Windfarm
Offshore Sediment Sink
Sediment Transport
Summary
Bedload Convergence
Bedload Parting
Net Longshore Drift
Sediment Transport Path
Sediment Transport Path (probable)
Semi-independent Beach Unit
Shelly Carbonate Path
Tidal Current Ggeneral Orientation
MacColl
Stevenson
Telford
Fraserburgh
420000
420000
480000
480000
540000
540000
600000
600000
6400000
6400000
6460000
6460000
0°40
'0"W
1°0'
0"W
1°20
'0"W
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
4°20
'0"W
4°40
'0"W
5°0'
0"W
58°20'0"N
58°0'0"N
57°40'0"N
0 22,500 45,000 Metres̄
KEY
© A
BPm
er, A
ll rights
rese
rved, 2012. Data
sourc
e: Dolp
hin
et al.,
2011
Mora
y Offsh
ore
Renew
able
s Lt
d ©
2012. This d
ocu
ment is the p
roperty
of co
ntract
ors
and s
ub-c
ontract
ors
and s
hall
not be repro
duce
d n
or transm
itte
d w
ithout prior w
ritten a
ppro
val.
REF: 8460001-PPW0201-ABP-MAP-028
Produced: MCEReviewed: NMWApproved: PH
Date: 04/06/2012
Moray OffshoreRenewables Ltd
Moray Offshore Renewables Ltd
Revision: B
Fig 6.2-2 SuspendedParticulate MatterConcentrations
1:850,000Horizontal Scale:
Geodetic Parameters: WGS84 UTM Zone 30N
A3 Chart
MORL Zone BoundaryOffshore Export Cable RouteWindfarm Boundaries
Mean SPM (mg / l)0.05 - 11 - 22 - 44 - 88 - 1616 - 3232 - 4848 - 6464 - 80
MacColl
Stevenson
Telford
Fraserburgh
420000
420000
480000
480000
540000
540000
600000
600000
6400000
6400000
6460000
6460000
0°40
'0"W
1°0'
0"W
1°20
'0"W
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
4°20
'0"W
4°40
'0"W
5°0'
0"W
58°20'0"N
58°0'0"N
57°40'0"N
Summer (June)
Winter (January)
MacColl
Stevenson
Telford
420000
420000
480000
480000
540000
540000
600000
600000
6400000
6400000
6460000
6460000
0°40
'0"W
1°0'
0"W
1°20
'0"W
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
4°20
'0"W
4°40
'0"W
5°0'
0"W
58°20'0"N
58°0'0"N
57°40'0"N
0 22,500 45,000 Metres̄
KEY
© ABPmer, All rights reserved, 2012.
Moray Offshore Renewables Ltd ©
2012. This document is the property of contractors and sub-contractors and shall not be reproduced nor transm
itted without prior written approval.
REF: 8460001-PPW0201-ABP-MAP-029
Produced: MCEReviewed: NMWApproved: PH
Date: 04/06/2012
Moray OffshoreRenewables Ltd
Moray Offshore Renewables Ltd
Revision: A
Fig 6.2-3 - Typical Sediment PlumeResulting from Dredging Overspill
1:850,000Horizontal Scale:
Geodetic Parameters: WGS84 UTM Zone 30N
A3 Chart
MORL Zone BoundaryBOWL Zone BoundaryWindfarm Boundaries
SSC - mg/L
< 1
1.1 - 2
2.1 - 4
4.1 - 6
6.1 - 8
MacColl
Stevenson
Telford
420000
420000
480000
480000
540000
540000
600000
600000
6400000
6400000
6460000
6460000
0°40
'0"W
1°0'
0"W
1°20
'0"W
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
4°20
'0"W
4°40
'0"W
5°0'
0"W
58°20'0"N
58°0'0"N
57°40'0"N
Spring Flood Tide
Spring EbbTide
MacColl
Stevenson
Telford
440000
440000
460000
460000
480000
480000
500000
500000
520000
520000
540000
540000
560000
560000
580000
580000
6380000
6380000
6400000
6400000
6420000
6420000
6440000
6440000
6460000
6460000
6480000
6480000
6500000
6500000
1°40
'0"W
2°0'
0"W
2°20
'0"W
2°40
'0"W
3°0'
0"W
3°20
'0"W
3°40
'0"W
4°0'
0"W
58°40'0"N
58°20'0"N
58°0'0"N
57°40'0"N
0 13,000 26,000 Metres̄
KEY
© A
BPm
er, A
ll rights
rese
rved, 2012.
Mora
y O
ffsh
ore
Renew
able
s Lt
d ©
2012. This
docu
ment
is t
he p
ropert
y of
contr
act
ors
and s
ub-c
ontr
act
ors
and s
hall
not
be r
epro
duce
d n
or
transm
itte
d w
ithout
prior
writt
en a
ppro
val.
REF: 8460001-PPW0201-ABP-MAP-030
Produced: MCEReviewed: NMWApproved: PH
Date: 04/05/2012
Moray OffshoreRenewables Ltd
Moray Offshore Renewables Ltd
Revision: A
Fig 6.2-4 - Maximum Deposition Thickness of Fine Sediments
(T3, S5, M5, dredging)
1:500,000Horizontal Scale:
Geodetic Parameters: WGS84 UTM Zone 30N
A3 Chart
MORL Zone BoundaryOffshore Export Cable RouteWindfarm Boundaries
Maximum Deposition Thickness (mm)
< 0.01
0.01 - 0.02
0.03 - 0.05
0.06 - 0.1
0.11 - 0.2
0.21 - 0.3
0.31 - 0.4
0.41 - 0.5
0.51 - 0.6
Dredging Overspill During Bed Preparation for339 GBS, Development Scenario 4