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Volu
me
2Lower Thames CrossingPost-Consultation Scheme Assessment Report
Volume 2: Introduction and Existing Conditions
Section 13: Appendices
Lower Thames Crossing | 2017
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
i POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13 APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Contents
Title
Appendix 2.1 Previous Studies References
Appendix 2.2 Key Plan
Appendix 2.3 Public Rights of Way and Cycle Routes
Appendix 2.4 Existing Geology and Mining
Appendix 2.5 Existing Utilities
Appendix 2.6 Highways and River Operations and Maintenance
Appendix 2.7 Air and Noise Constraints and Air Quality Modelling Receptor Locations
Appendix 2.8 Landscape/ Townscape Constraints
Appendix 2.9 Historic Environment Constraints
Appendix 2.10 Biodiversity Constraints
Appendix 2.11 Water Constraints
Appendix 2.12 Community Land Use Constraints
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13 APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.1 Previous Studies References
Previous Studies References
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13 APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Title Date Client Author(s)
Assessment of Lower Thames Crossing Capacity
November 2008
Essex County Council and Kent County Council
Gifford, MVA Consultancy and Capita
Dartford River Crossing Study into Capacity Requirement
January 2009
Department for Transport/ Highways Agency
Parsons Brinckerhoff
Lower Thames Capacity Study: Option A
March 2010
Department for Transport/ Highways Agency
Halcrow Hyder Joint Venture (HHJV)
Dartford Crossing Review of Financing Options
March 2010
Department for Transport
PricewaterhouseCoopers
Delivering a Sustainable Transport System London to Dover/ Channel Tunnel Final Report
May 2010 Kent County Council Jacobs
The Lower Thames Crossing (KPMG Regeneration and Funding Report)
August 2010
Kent County Council KPMG
Third Thames Crossing Regeneration Impact Assessment
May 2012 Kent County Council, Essex County Council and Thurrock Council
URS
Review of Lower Thames Crossing Options: Final Review Report
April 2013 Department for Transport
AECOM
Review of Lower Thames Crossing Options: Output 2 Design & Costing Report
April 2013 Department for Transport
AECOM
Options for a New Lower Thames Crossing; Consultation Document
May 2013 Department for Transport
Department for Transport
Options for a New Lower Thames Crossing; Consultation Response Summary
December 2013
Department for Transport
Department for Transport
Module 1: Lower Thames Crossing Study: Comparative Air Quality Assessment of Options
May 2014 Department for Transport
Jacobs
Module 2: Scoping the cost of potential environmental mitigation of Option C
May 2014 Department for Transport
Jacobs/ AECOM
Module 3: Potential Additional Network investment at M25 Junction 30 and on the A13
May 2014 Department for Transport
Jacobs/ AECOM
Module 4: Integration of Option A with the M25 and A282
May 2014 Department for Transport
Jacobs/ AECOM
Module 5: Review of Potential Employment and Housing Growth
May 2014 Department for Transport
Jacobs
Technical Note Overall Cost Information for Options A+ and C2
May 2014 Department for Transport
Jacobs/ AECOM
Government Response to Consultation: Options for a New Lower Thames Crossing
July 2014 Department for Transport
Department for Transport
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Appendix 2.2 Key Plan Key Plan
Bulphan
Cliffe
Shorne andAshenbank
Woods SSSI
Orsett
M25
GRAVESEND
M2
Chalk
SouthOckendon
NorthOckendon
GRAYS
ChadwellSt Mary
M25J29
TILBURY
EastTilbury
M25J30
TilburyPower Station
LondonDistribution
Park
BASILDON
Horndonon the Hill
Stanford-le-Hope
TilburyFort
TilburyDocks
CoalhouseFort
BowatersFarm
ManorFarm
HallFarm
South Ockendon Hall
AVELEY
UPMINSTER
Corringham
DARTFORD
SouthStifford
OrsettFen
Higham
IsteadRise
Hartley
Shorne
Cobham
HookGreen
Longfield
NewHouse
M25
St. Mary'sChurch
North Kent Railway
M25
ThurrockThamesideNature Park
London Gateway Port(DP World)
Cliffe FortSwanscombe
Peninsular
The GatewayAcademy
LakesideShopping Centre
BluewaterShopping Centre
WestHorndon
Linford
WestTilbury
NorthStifford
WestThurrock
Belhus WoodsCountry Park
Purfleet
QE
II Br
idge
LittlebrookPower Station
M25J2
Darenth
Bean
BeanJunction
Thong
M2 J1
Great CrabblesWoods SSSI
Milton Rifle Range(Metropolitan Police
Training Facility)
Thorndon ParkRegistered Park
and Garden
Belhus ParkRegistered Park
and Garden
Mardyke Valley
Crop markcomplex, Orsett
Scheduledmonument
Hangman'sWood andDenehole's
SSSI
Globe PitSSSI
The PurfleetChalk Pits
SSSI
Thurrock Lagoonand Marshes SSSI
WestTilbury
Marshes
EastTilbury
Marshes
Mucking Flats andMarshes, SSSI
and Ramsar Site
Anglo SaxonCemetery atDarenth Park
Darenth WoodSSSI & Country
Park
New Tavern Fort
Thames Estuary andMarshes
SPA, SSSI andRamsar Site
River Thames rMCZ
Shorne WoodsCountry Park
Cobham Hall RegisteredPark and Garden SSSI
Kent DownsAONB
Cobham WoodsSSSI
Tilbury loop lin
e
Upminster and G
rays
Branch
Shoeburyness Railway
London Tilbury Southend (LTS)
Railway
Anglo-SaxonCemetery
Bishop BonnersPalace
South ThamesEstuary and Marshes,SSSI and Ramsar Site
Orsett CockRoundabout
Mar
dyke
Riv
er
Mardyke River A282J31
M2 J2
EbbsfleetInternational
Station
EbbsfleetJunction
SEVENOAKS
ThurrockBrentwood
ThurrockHavering
Thurrock
Basildon
ThurrockGravesham
Gravesham
Dartford
DartfordSevenoaks
Gravesham
Medway
GraveshamMedway
ThurrockDartford
The GreaterThames Estuary
Codham HallFarm
London Resort Company Holdings
Limited
Wrotham RoadRoundabout
Henhurst RoadRoundabout
Brewers RoadRoundabout
East Tunnel
West Tunnel
Brentwood
Havering
Basi
ldon
Bren
twoo
d
ROCHESTER
HS1
HS1
HS1
A282J1a
A282J1b
Northfleet
A226
A2
A 226
A126
A13A1
089
A13
A128
A127
A13
A282
A 127
A 1235
B148
B148
B103
6
B1036
B100
7
Dry StreetOld Church Hill
B100
7
Lower D
unton Road
A128
A 1321
A 13
2
B1464
A176
Doesgate Lane
Dun
ning
s La
ne
St Mary's Lane
Fen Lane
B18
6
Bird
s La
ne
B186
Codham Hall
Lane
B187
Pik
e La
ne
B14
21
Sun
ning
s La
ne
Aveley Road
Bramble Lane
Warwick Lane
Den
nis
Roa
d
West Road
Nor
th R
oad
Parker's Farm Road
Conw
ay's Road
Baker StreetB188
Stifford Clays Road
A1014
A101
3
Buki
ngha
m H
ill R
oad
Stanford Road
Bren
twoo
d R
oad
Saffron Gardens
A101
3
A1306
B188
B149
A126
Linford RoadMuckingford Road
Turnpike Lane
Church Road
Low
Stre
et L
ane
Station Road
Princess Margaret RoadCoopers ShawRoad
Fort
Roa
d
A126
A108
9
A10
89
High House LaneA1012
Butts Lane
The Manorway
Thames and Medway Canal
Que
en's
Far
mR
oad
B2175
B2175
A226B255
A206
Fast Track Bus RouteA206
DartfordCable Tunnel
Bow Arrow
Rail Bridge
A225 A296
B2500
B217
4
B255
B259
A2260
Thames Way B261
A1090London Road
Ship Lane
B1335
A13
A1306
B262
Tilbury CableTunnel
A228
Coveredreservoir
B210
8
A226
A289
Cru
tche
s La
ne
Peartre
e Lan
e
Forg
e La
ne
Cro
wn
Lane
Shorne Ifield Road
Thong Lane
Valley Drive
Whitehill Lane
A227
A227
Warren Road
Halfp
ence
Lan
e
Jeskyns Road
Chu
rch
Roa
d
Hever Ct. Road
Brewers Road
Hall Road
A226
Gre
en F
arm
Lane
Chu
rch
Lane
Lower Higham Road
Lower Rochester Road
A2
A2
A2
B1421
Ockendon Road Pea Lane
B186
Childerdith LaneA127
Landfill site
B1007
B1420
High R
oad
B262
B260
B260
Longfield Road
A1013
B188
B1421
Rectory R
oad
Key Plan
M Rojas-Gómez13-01-16
M Robinson
HML-ZZZZZZZZZZ-DR-RD-1002
NTS
P03S5
G Hodge
P01 18-01-16 SAR ISSUE MRG MR GHS5
P02 28-06-16 Post consultation SAR changes MRG ABE GHS5 HHJ
HA540039-HHJ-HML-ZZZZZZZZZZ-DR-RD-1002.dwg
HA540039Drawing number
Scale
Project No.
Drawn By
Checked By
Approved By
Original Size A1
Date -
Drawing title
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
Client
Apprv'dPurpose of revisionRev Status Chck'd
Project LOWER THAMESCROSSING
HA PIN Originator
Rev. Date
Status Revision
Drawn
This map is reproduced from Ordnance Survey material with the permissionof Ordnance Survey on behalf of the controller of Her Majesty's StationeryOffice © Crown copyright.Unathorised reproduction infringes Crown copyright and may lead toprosecution or civil proceedings. AL 100030649 (2014)
Greenhithe
Minor Amendments MRG MR GH13-03-17S5P03
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Appendix 2.3 Public Rights of Way and Cycle Routes Public Rights of Way and Cycle Routes
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
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Appendix 2.4 Existing Geology and MiningExisting Geology and Mining
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Existing Geology and Mining
A2.4.1. Existing Geology A2.4.1.1 The generalised geological succession of the study area is summarised
in Table 1. For Geological plans refer to the Post-Consultation SAR Volume 4 Appendix 4.2.
TABLE 1 - GENERALISED GEOLOGICAL SUCCESSIONSystem / Period Series Group Formation General Description Stratigraphical
Thickness
Quaternary Holocene Alluvium Marine and Estuarine Alluvium
Silt and clay with lenses and beds of peat, and seams of sand and gravel.
1 - 20m
Quaternary Pleistocene Head Deposits
Terrace Gravels
(Taplow Gravel)
(Lynch Hill Gravel)
(Boyn Hill Gravel)
(Black Park Gravel)
Undifferentiated, pebbly sandy clay; some gravel.
River Terrace Deposits - Gravel, sandy andclayey in part.
Not identified
Palaeogene Eocene Thames Group
London Clay Formation
Harwich Formation
Dark bluish to brownish grey clay, containing variable amounts of fine-grained sand and silt.
Cross-bedded shelly sand (the Oldhaven Beds) with a basal pebble bed.
Up to 150m
0 - 12m
Palaeogene Palaeocene Lambeth Group
No Group
Woolwich Formation
Upnor Formation
Thanet Sand Formation
The upper beds are clay with shells, ferruginous sand, lignitic sand and lignite. The lower beds are coarse sand with pale grey clay partings and coarse gravel of black flint.
Greenish to brownish grey silty, fine-grained sand, clayey and more silty in lower part, with a conglomerate of flint pebbles and nodular flints at the base.
5-20m
Up to 32m
Cretaceous Upper Cretaceous
Upper Chalk Group
Undivided, mainly Seaford Chalk
Lewes Chalk
Fossilferous nodular chalk with bands of nodular flints, hardgrounds and marl seams.
Up to 70m
20 – 40m
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System / Period Series Group Formation General Description Stratigraphical
Thickness
White chalk with hard nodular beds.
Notes: Excludes stratigraphical units that are absent from the study area. Stratagraphical thicknesses have been taken from Geological Maps.
A2.4.1.2 The study areas for Locations A and C are situated on the southern limb of the London Basin syncline, which include the strata up to the Thames Group. The strata dips very gently to the northwest at generally less than 2 degrees. Unconformably overlying the Upper Chalk in the central part of the London Basin are Palaeogene deposits, which are mainly comprised of the Thanet Sand Formation and Lambeth Group, these are dominated by sands and clays. The Thames Group (mainly the London Clay Formation) is also present, although mainly in the area north of the A13.
A2.4.1.3 The Palaeogene and Late Cretaceous deposits are overlain in places by Quaternary deposits mainly of Alluvium (with peat lenses and beds), River Terrace and Head Deposits. The Alluvium deposits are most evident along the River Thames channel and subsidiary river channels, such as the Mardyke and the River Darent. The River Terrace Deposits are also present in places below the Alluvium to varying thicknesses. River Terrace Deposits dominate the hill tops and higher ground, especially to the north and also to the south of the River Thames valley.
A2.4.1.4 In the north, generally north of the Mardyke channel, around Ockendon but also continuing eastwards to Orsett, the London Clay Formation is present below the River Terrace and Head Deposits. It is shown in outcrop in many places where there have been old quarries and pits. However, most of these areas are shown on the geological maps as Worked Ground (described as mainly chalk, sand and gravel pits with little or no fill), and as Worked Ground and Made Ground (described as wholly or partly backfilled pits). The natural London Clay outcrops begin to appear intermittently around North Ockendon and become more regular in the far north of the study are near Little Warley along the A127 and to the east of the A128.
A2.4.1.5 South of the Mardyke Valley and north of the West Thurrock and Tilbury Marshes, the higher ground and hill tops consist of River Terrace Deposits overlying the Lambeth Group and Thanet Sand Formation; these in turn unconformably overlie the Upper Chalk Formation. In the West Thurrock area, where the land slopes gently towards the West Thurrock Marshes, the Upper Chalk is shown in outcrop. Although most of the area is shown as Worked Ground, which is described as mainly chalk, sand and gravel pits with little or no fill on the geological maps and Worked Ground and Made Ground, which is described as wholly or partly backfilled pits. Similarly on the south side of the River Thames Valley the Upper Chalk outcrops on the lower sides of the hills, although in the western area from Swanscombe to Dartford it is shown with hatching identifying Worked Ground and Worked Ground and Made Ground.
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A2.4.2. Mining A2.4.2.1 Quarrying of sand and gravel for building materials and the excavation
of chalk and clay for the manufacturing of cement was extensive either side of the River Thames, the majority of which has now ceased. The chalk quarries, of which there are many between the A13 in the north and the A2 in the south, were 25m deep or more. Since the end of manufacture of cement the quarries have either been backfilled with waste, left as water- filled lakes or been redeveloped for industrial, retail and residential development.
A2.4.2.2 Chalk extraction in the area has not just been limited to open quarries. Numerous deneholes and even underground mines (beneath Dartford) are present throughout the area from the A13 south to the A2. Deneholes comprise a small shaft excavated down to the chalk off which small adits were driven. The chalk mining in this way was undertaken in medieval times and was used for liming agricultural fields. Some deneholes are known to have been constructed in pre-Roman times. The location of deneholes is very difficult to predict and several of these were encountered during the construction of HS1.
A2.4.2.3 North of Junction 30 (M25), gravel, sand and clay extraction was extensive. In many locations the underlying deposits of London Clay have been excavated for cement production, in particular north of South Ockendon. The mining that occurred around Ockendon reached its zenith post 1920. At one point 1.5 million tonnes were extracted per annum from a quarry. The clay was mixed with water to turn it to slurry, allowing it to be pumped to a cement plant in Grays initially, and later to a plant in Northfleet for addition to the raw cement mix. This involved an 11km pipeline beneath the Thames. As aforementioned the remains of these pits are depicted as outcropped London Clay or worked ground due to the majority being backfilled with landfill material. Information provided by the current landfill operator during previous studies suggests the backfilled pit known as Area 3 at Ockendon was licensed to accept hazardous waste within the last 40 years in the form of asbestos and liquid toxic for a period of time after changes in legislation. Area 3 is still operational and is planned to be extended to the east, although it does not accept hazardous waste anymore. It is unknown when this ceased and the amount of waste accepted.
A2.4.2.4 Other areas of chalk, sand and gravel extraction have occurred near the A2 at Shorne, the surrounding land between East Tilbury and Chadwell St Mary and around Junction 30 of the M25 and along the A13. The majority of these have been backfilled with landfill material.
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Appendix 2.5 Existing UtilitiesExisting Utilities
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Existing Utilities A2.5.1.1 Existing utility information has been obtained from utility companies
for Locations A and C. This process has identified the location and type of significant utility infrastructure within the Study Area. The key utilities are described below.
Location A A2.5.1.2 On the south side of the River Thames there is a sub-surface medium
pressure gas pipeline crossing beneath existing A282 on the approximate line of Bow Arrow Lane south footway.
A2.5.1.3 On the south side of the River Thames there is one or more sub-surface oil pipeline(s) at Junction 1a crossing the A282 roughly perpendicular to the carriageways. The depth of the oil pipeline(s) is currently unknown.
A2.5.1.4 On the south side of the River Thames is an existing high voltage overhead electricity line that originates from Littlebrook Power Station. The electricity line crosses over Junction 1a in the east-west direction and again at a skew in the north-west direction around the fast track bus route.
A2.5.1.5 On the north side of the River Thames there are overhead electricity lines that cross existing A282 between Junction 31 and Junction 30.
A2.5.1.6 There is a National Grid underground power cable tunnel (Dartford Cable Tunnel) crossing the river and running parallel approximately 120m to the west of the existing Dartford west tunnel. It is understood to carry National Grid high voltage cables and underground cables (including those associated with the existing tunnel ventilation buildings) and drainage.
A2.5.1.7 On the north side there are various sub surface national grid conductors and high voltage cables.
A2.5.1.8 Other utility infrastructure within Location A includes low voltage cables, fibre optic cables, telephone lines, drainage pipes, technology and lighting cabling and infrastructure.
Location C A2.5.1.9 On the south side of the River Thames are overhead electricity lines
and a major gas pipeline. Adjacent to the A2 near Cobham London Road services there is a large electricity pylon and associated overhead cables. These overhead cables go north over the A2, approximately 1km to the east of Chalk and then over the Thames and Medway Canal west of the railway sidings.
A2.5.1.10 There are overhead cables from the east which generally run parallel with the Thames and Medway Canal and these cables connect into a large pylon on the south bank of the River Thames to the east of the Metropolitan Police Specialist Training Centre. At this point the cables go beneath the river in a cable tunnel in a north westerly direction towards Tilbury power station.
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A2.5.1.12 On the north side of the river there are a large number of overhead cables that originate at Tilbury power station and run north. A2.5.1.13 The gas pipeline from south of the river runs between West Tilbury and
and East Tilbury and then north, eventually crossing the A127 to the east of the A127/ A128 grade separated junction.
A2.5.1.14 Within Location C there is a significant amount of other utility infrastructure, this includes low voltage cables, fibre optic cables, telephone lines and sewer pipes.
gas pipeline that runs under the A2 and north east towards the river where it crosses the river via a tunnel towards Coalhouse Fort.
A2.5.1.11 On a similar alignment to the overhead cables there is a National Grid
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Appendix 2.6 Highway and River Operation and Maintenance Highway and River Operation and Maintenance
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Highway and River Operations and Maintenance A2.6.1 Highway Operations and Maintenance A2.6.1.1 LTC would interface with and affect strategic roads in two Highways
England maintenance areas, Area 4 and Area 5 as shown in Figure 1. A2.6.1.2 Area 4 is maintained by A-one+ Integrated Highway Services (Colas/
Costain/ CH2MHill) on behalf of Highways England. A2.6.1.3 Area 5 is maintained by Connect Plus under the M25 DBFO Contract, a
30 year concession contract which commenced in 2009. This includes the operation and maintenance of the Dartford Crossing and its approaches.
FIGURE 1 - EXTENT OF M25 DBFO AND AREA 4 CONTRACTS
A.2.6.1.4 At present, the motorway network is accessed via short/medium termstops on the hard shoulder or under traffic management following the road space booking procedure. Off network access is also used in some locations.
A.2.6.1.5 At the Dartford Tunnels, maintenance is undertaken during plannedclosures. On the QEII Bridge, maintenance is carried out during lane closures or full bridge closures.
A.2.6.1.6 The existing tunnel system includes fire detection and suppressionsystems, public address (PA) system, lane control signs, Communications/SCADA (Supervisory Control and Data Acquisiton), emergency services radio/telephone re-broadcast system, tunnel specific CCTV, drainage & pumping systems, ventilation and road lighting and emergency lighting. This is operated from the Dartford River Crossing Control Centre (DRCC) which is located adjacent to the southern end of the crossing. There are two compounds where
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Highways England Traffic Officers and Traffic Management (TM) crews are located to provide immediate assistance for incidents on the crossings. Additionally there are twelve observation points at the extents of the crossing which Highways England Traffic Officers can use to gain access to the crossing to assist road users. There is currently a northbound and a southbound depot which have a TM crew and Traffic Officers on site to enable small incidents to be dealt with quickly on site. Communication with the Highways England Traffic Officers and TM crews is managed by Connect Plus via the DRCC.
A2.6.2 River Operations A2.6.2.1 The River Thames is Britain’s busiest inland waterway, handling some
50m tonnes of cargo each year and contributing over £3bn to the economy annually. Each year 230,000 commercial and leisure vessels pass within the Port of London’s 95 miles of river and estuary between Teddington and the North Sea. Of these, 10,000 larger vessels are guided by Thames pilots annually.
A2.6.2.2 Marine traffic information produced by the Port of London Authority (PLA) consisting of shipping data from May 2011 to January 2015 has been analysed for each of the locations being considered.
Location A A2.6.2.3 The number of vessel movements along the River Thames at Location
A are summarised in Figure 2:
FIGURE 2 - MARINE TRAFFIC LOCATION A
0
500
1000
1500
2000
2500
3000
3500
4000
4500
0-24 25-49 50-74 75-99 100-124 125-149 150-174 175-199 200+
No.
of v
esse
ls p
assi
ng
Vessel Length (m)
Marine traffic passing Location A in 2014
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Location C A2.6.2.4 The number of vessel movements along the River Thames at Location
C are summarised in Figure 3
FIGURE 3 - MARINE TRAFFIC LOCATION C
A2.6.3 Future Marine Traffic A2.6.3.1 At present limited information is available on the future development
anticipated in: - The ports and berths along the River Thames.- The volume of marine traffic navigating the locations.- The size of the vessels navigating the locations.
A2.6.3.2 This information is in the process of being requested from relevant stakeholders under the stakeholder engagement process. In the absence of this information, a functional assessment of the river channel, constraints and physical limitations has been undertaken to determine the initial design vessels that can traverse the river and use the terminals.
A2.6.3.3 Based on the information currently available, the minimum air draft clearance for shipping at Location A is 57.5m AOD over a clear width of 100m and 50m AOD over an additional 205m. Bridge pylon foundations would likely require to be designed for similar levels of accidental ship collision as the existing crossing (accidental head on impact of a 65,000 Dead Weight Tonnage (DWT) vessel fully laden or
0
1000
2000
3000
4000
5000
6000
7000
0-24 25-49 50-74 75-99 100-124 125-149 150-174 175-199 200+
No.
of v
esse
ls p
assi
ng
Vessel Length (m)
Marine traffic passing Location C during 2014
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
foundations would likely require to be designed for similar levels of accidental ship collision as the existing crossing (accidental head on impact of a 65,000 Dead Weight Tonnage (DWT) vessel fully laden or in ballast approaching at 10 knots).
A2.6.3.4 Based on the information currently available, the minimum air draft clearance for shipping at Location C is assumed as 75.19m AOD over a clear width of 305m. Bridge pylon foundations located in the river would require to be designed to resist the accidental ship collision loads. For a structure spanning approximately 800m at Location C, the likely design vessel is assessed as a 120,000 DWT vessel fully laden or in ballast approaching at 10 knots. If the span is reduced and the main pylon foundations moved to deeper water then the likely design vessel is assessed as increasing to 145,000 DWT vessel fully laden and in ballast.
A2.6.3.5 The final design vessels would be determined from a risk analysis which would be undertaken if a bridge solution is selected.
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.7 Air and Noise Constraints and Air Quality Modelling Receptor Locations Air and Noise Constraints and Air Quality Modelling Receptor Locations
Air and Noise Constraints and Air Quality Modelling
Receptor Locations
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Drawing Number
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Project LOWER THAMESCROSSING
Drawing Title
Project No.
Date -
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Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039
S5P01 18/01/16 SAR ISSUE LH SR AS
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#*
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XW
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XW
XW
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XW
XW
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")
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THURROCK
BRENTWOODDISTRICT
HAVERINGLONDON BORO
BASILDONDISTRICT
GRAVESHAMDISTRICT
DARTFORDDISTRICT
B2108
B1007
B1335
B258
B260
B1335
B188
B2174
B2175
B261
B1464
B186
B149
B2000
B189
B2174
B255
B262
B1036
B1421 B1420
B148B186
B186
B187
B255
B3228
A227
A227
A225
A225
A12
A126
A226
A226
A2
A2026
A129
A228
A225
A1014
A226
A118
A126A126
A20
A226
A13(T)
A296
A176
A124
A282(T)
A1235
A1012
A206
A2(T)
A2(T)
A1089
A176
A128
A128
A2(T)
A1014
A206
A282
A13
A13
A2018
A1090
A127A1321
A126(T)
A2(T)
A226 A226
A132
A1089(T)
A2260
A282(T)
A1306
A1306
A1013
A1013
A127A127
A127
A127
A289
A2(T)
A13(T)
A13(T)
A13
M2
M25
M20
M25
M25
M25
R2 R3 R4 R16
R17
R18
R19
R20
R21
R22
R23
R24
R25 R26R27
R28
R29R30
R31
R32
R33
R34
R35
R36
R37R38
R39R40
R42
R43
R45 R44
R46R47
R49
R51
R50
R52
R53R54
R55
R56
R61
R62
R63
R64
R67R68
R70
R73
R74
R75
R76
R81
R82
R83
R85
R48
R86
R89
R87
R88
R103
R104
R108R107
R105
R106
R100R101
R102
R109
K E N TC O U N T Y
E S S E XC O U N T Y
0 1 2 3 4Kilometres
¯
Air Quality ConstraintsDefra's National Pollution ClimateMapping (PCM) model networkBasildon District Council AQMA
Dartford Borough Council AQMA
Gravesham Borough Council AQMA
London Borough of Bexley AQMA
London Borough of Havering AQMA
Medway Council AQMA
Sevenoaks District Council AQMA
Thurrock Council AQMA
Air Quality FeaturesXW Air Quality Modelling Receptors
") Additional Air Quality Modelling Receptors
!(Nitrogen dioxide diffusion tubeconcentration less than 36 µg/m3
!(Nitrogen dioxide diffusion tubeconcentration 36 – 40 µg/m3
!(Nitrogen dioxide diffusion tubeconcentration greater than 40 µg/m3
#*Nitrogen dioxide automatic monitoringconcentration greater than 40 µg/m3
#*Nitrogen dioxide automatic monitoringconcentration less than 36 µg/m3
Noise ConstraintsNoise Important Area
Note: All diffusion tube and automatic monitoring datais from 2014 for all sites
!(
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XWXW
XWXW
XWXW
XW
XWXW
XWXW
XWXW
XWXW
XW
XW
XW
M25A282
WatlingStreet
CottonLane
R9
R11
R13
R15
R1R2
R3 R4R5
R6R7
R8
R10
R12R14
R41
R46
District Boundary
County Boundary
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
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POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.8 Landscape/ Townscape ConstraintsLandscape/ Townscape Constraints
Landscape / Townscape Constraints
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© Natural England copyright 2016. Contains Ordnance Survey data© Crown copyright and databaserights 2016 Ordnance Survey100030649
RevisionStatus
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Drawing Number
PINHA | OriginatorOriginal Size A3
| | |
Project LOWER THAMESCROSSING
Drawing Title
Project No.
Date -
Client
Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039
S5P01 18/01/16 SAR ISSUE LH SR AS
S5 P02
HHJ
SEVENOAKSDISTRICT
THURROCK
BRENTWOODDISTRICT
MEDWAY
HAVERINGLONDON
BORO
BASILDONDISTRICT
GRAVESHAMDISTRICT
DARTFORDDISTRICT K E N T
C O U N T Y
E S S E XC O U N T Y
0 1 2 3 4Kilometres
¯Area of Outstanding NaturalBeauty (National value)Green Belt (Regional value)
District Boundary
County Boundary
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.9 Historic Environment Constraints Historic Environment Constraints
Historic Environment Constraints
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PINHA | OriginatorOriginal Size A3
| | |
Project LOWER THAMESCROSSING
Drawing Title
Project No.
Date -
Client
Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039
S5P01 18/01/16 SAR ISSUE LH SR AS
S5 P02
HHJ
Church OfSt Mary
Causewayed enclosure and Anglo-Saxon cemetery 500m ENE of Heath Place
Roman barrow 260mnorth east of South
Ockendon Hall
Bowl barrowin Ashenbank Wood
south of CobhamPark reservoir
Earthworks nearchurch, West
Tilbury
Gatehouse andmoat of South Ockenden
Old Hall
Second World Waranti-aircraft batteryat Bowaters Farm
EastTilburyBattery
Springfield styleenclosure and Iron
Age enclosuressouth of Hill House,
Baker Street.
Crop markcomplex, Orsett
North OckendonConservation
Area
Anglo-Saxon cemetery at Darenth Park
THURROCK
BRENTWOODDISTRICT
HAVERINGLONDON
BORO BASILDONDISTRICT
GRAVESHAMDISTRICT
DARTFORDDISTRICT
Coalhouse Fortbattery and
artillery defences
Old ThorndonHall andgardens
TilburyFort
SpringheadRoman site
Dagnam Park Farmmoated site, NoakHill, Romford
Bishop Bonner'sPalace, Orsett
Deserted medievalmanorial settlement
of Cossington
Moat atBasildonHall
Moated siteand fishpondsat Botelers
Palaeolithicsites near
Baker's Hole
Cranham Conservation
Area
CobhamHall
ThorndonPark
WarleyPlace
BelhusPark
WealdPark
B1007
B1335
B258
B260
B1335
B2500
B2108
B188
B2174
B2175
B261
B186
B2186
B149
B1464
B189
B2174
B262
B1036
B1421 B1420
B148
B2000
B2173
B186
B187
B255
B3228
A1023
A227
A227
A225
A225
A12
A228
A228
A226
A226
A2
A2026
A225
A1014
A226
A118
A126A126
A296
A176
A125
A124
A282(T)
A282(T)
A176 A1235
A1012
A206
A2(T)
A2(T)
A1089
A282
A125
A176
A128
A128
A128
A129A129
A2(T)A2(T) A2(T)
A1014
A206
A13
A282
A13
A13
A2018
A1090
A1321
A126(T)
A132
A226 A226
A2260
A1089(T)
A20
A176
A282(T)
A1306
A1306 A1013
A1013
A127A127
A127
A127
A12(T)
A2(T)
A289
A13(T)A13(T)
A13(T)
M2
M2
M20
M20
M25
M25
M25
M25
M25
0 1 2Kilometres
¯Cultural Heritage Constraints
Grade I Listed Building(National value)Grade II* Listed Building(National value)Grade II Listed Building(Regional value)Scheduled Monument(National value)Registered Parks and Garden(National value)Conservation Area(National - Local value)
Local Historic Landscape(Local value)
District Boundary
County Boundary
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.10 Biodiversity Constraints Biodiversity Constraints
Biodiversity Constraints
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© English Heritage 2016. © Natural England 2016. Contains Ordnance Survey data© Crown copyright and databaserights 2016 Ordnance Survey100030649
RevisionStatus
Scale
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Drawing Number
PINHA | OriginatorOriginal Size A3
| | |
Project LOWER THAMESCROSSING
Drawing Title
Project No.
Date -
Client
Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039
S5P01 18/01/16 SAR ISSUE LH SR AS
S5 P02
HHJ
ThamesEstuary &Marshes
ThamesEstuary &Marshes
South ThamesEstuary and
Marshes
Darenth Wood SSSIand Country Park
Purfleet Chalk Pits
Shorne WoodsCountry Park
Mardyke Local Wildlife Site
Goshems Farm
Canal and grazing marsh, Higham
Mucking HeathBlackshots Nature Area
THURROCK
BRENTWOODDISTRICT
HAVERINGLONDON
BORO BASILDONDISTRICT
GRAVESHAMDISTRICT
DARTFORDDISTRICT
CobhamWoods
GreatCrabbles Wood
InnerThamesMarshes
ThorndonPark
West ThurrockLagoon &Marshes
GraysThurrockChalk Pit
Hangman'sWood &
Deneholes
Shorne andAshenbank
Woods
MuckingFlats andMarshes
ThamesEstuary
ThamesEstuary
B1007
B1335
B185
B258
B260
B1335
B2500
B2108
B188
B2174
B2175
B261
B256
B186
B2186
B149
B1464
B189
B2174
B255
B262
B1036
B1421 B1420
B148
B2000
B2173
B186
B187
B255
B3228
A1023
A227
A227
A225
A225
A12
A228
A228
A126
A226
A226
A2
A2026
A226
A225
A1014
A118
A126A126
A296
A176
A226A207
A125
A124
A282(T)
A282(T)
A176 A1235
A1012
A206
A2(T)
A2(T)
A1089
A282
A125
A176
A128
A128
A128
A129A129
A2(T)
A1014
A2(T) A2(T)
A206
A13
A282
A13
A13
A2018
A1090
A127A1321
A126(T)
A132
A226
A226
A2260
A1089(T)
A20
A176
A282(T)
A1306
A1306
A1013
A1013
A127A127
A127
A127
A12(T)
A2(T)
A289
A13(T)
A13(T)
A13(T)
M2
M2
M20
M20
M25
M25
M25
M25
M25
0 1 2Kilometres
¯Ecological Constraints
Ramsar (International value)Special Area of Conservation(International value)Special Protection Area(International value)Ancient Woodland(National value)Site of Special ScientificInterest (National value)Recommended MarineConservation Zone (National value)Local Nature Reserve (Local value)Local Wildlife Site(Local value)
District Boundary
County Boundary
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 – SECTION 13 APPENDICES)
POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.11 Water Constraints Water Constraints
Water Constraints
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© Environment Agency copyright 2016. Contains Ordnance Survey data © Crowncopyright and database rights 2016Ordnance Survey 100030649
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Checked By
Approved By
Drawing Number
PINHA | OriginatorOriginal Size A3
| | |
Project LOWER THAMESCROSSING
Drawing Title
Project No.
Date -
Client
Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039
S5P01 18/01/16 SAR ISSUE LH SR AS
S5 P02
HHJ
River Mardyke
West TilburyMarshes
East TilburyMarshes
ShorneMarshes
South Thames Estuary and
Marshes SSSIFilboroughMarshes
Critical DrainageArea CDA_011
Critical DrainageArea CDA_010a
Critical DrainageArea CDA_010B
West TilburyFlood Storage Area
Recommended MarineConservation Zone (rMCZ)
Thames and Medway Canal
River Thames
Water ConstraintsDetailed river network
Flood defence
WFD river waterbodiescycle2 (Draft)
Authorised landfill site
Historic landfill site
WFD - Transitional waterbodies
Source Protection Zones
Zone I - Inner protection zone
Zone II - Outer protection zone
Zone III - Total catchment 0 1 2Kilometres
¯
Water ConstraintsDetailed river network
Flood defence
WFD river waterbodiescycle2 (Draft)
Authorised landfill site
Historic landfill site
WFD - Transitional waterbodies
Area benefitting from flood defences
Source Protection ZonesZone I - Inner protection zone
Zone II - Outer protection zone
Zone III - Total catchment
Zone of Special Interest
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
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POST-CONSULTATION SCHEME ASSESSMENT REPORT (VOLUME 2 - SECTION 13) APPENDICES) HA540039-HHJ-ZZZ-REP-ZZZ-012 DATE PUBLISHED - MARCH 2017 UNCONTROLLED WHEN PRINTED
Appendix 2.12 Community Land Use Constraints Community Land Use Constraints
Community Land Use Constraints
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© Natural England copyright 2016. Contains Ordnance Survey data © Crown copyright and database rights 2016 Ordnance Survey100030649.Data reproduced with the permission of RSPB. © Crown Copyright. Ordnance Survey licencenumber 100021787 2016
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Drawing Title
Project No.
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Rev Status Rev. Date Purpose of revision Drawn Chck'd Apprv'd
Halcrow Hyder Joint VentureBurderop Park
Swindon, SN4 0QDTel. +44(0)1793 812479
HA540039ILLUSTRATIVEDESIGN
The design shown on these drawings is illustrative and may be subject to change in later stages of the scheme development.
S5P01 18/01/16 SAR ISSUE LH SR AS
S5 P02
HHJ
!(
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TilburyFootballGround
ThurrockFootballGround
Lakeside RetailPark
RidingSchool
WoodlandsPrep School
AveleyPrimarySchool
HolidayInn
DartfordAmbulance
Station
Winners ChapelInternational
St Peter'sChurch of
England
All SaintsChurch
TravelodgeHotel
TreetopsSchool
WoodsidePrimarySchool
Chadwell StMary Day Nursery Riverview
Methodist Church
St MarysCemetery
Manor Infantand NurserySchool
Tilbury ManorJunior School
Palmer'sCollege
ShorneMethodist
Church
Shorne C ofE Primary
School
Church of St Mary
Davy DownRiverside Park
Fieldsof Peace
MardykeGolfClub
Top MeadowGolf Club
Dunton HillsFamily Golf
Centre
South Essex GolfCourse
CranhamGolf Course
Thurrock ThamesideNature Park
OrsettGolf Course
St CleresHall Golf Club
KoalaPark
Mackenzie WayOpen
Space
ThamesValley GolfCentre Driving Range
Southern ValleyGolfClub
Rochester andCobham Park
Golf Club
DuntonPlotlands
Littlebrook NaturePark
Memorial Park,Chalk
Condover's ScoutActivity Camp
DilkesPark
The GatewayAcademy
Claylane Wood
Langdon Hills Golfand Country Club Hotel
Residential includingpotential health facility
Residential includinghotel and retail uses
Residential including communityand health facilities
Residential includingpublic open space
Leisure resort
Mixed use including residential,community and health uses.
The LeighAcademy
Dartford BridgeCommunity
Primary School
Joyce GreenCemetery
St Michael's Church
Aveley Christian Centre
Secondary Schooland Learning Centre
Belhus ParkGolf Club
Premier InnChaffordGorgesNature Park
St Mary'sChurch
Park Inn atRadisson
WilliamEdwards Academy
School
Terrels HeathRecreation Ground
The Winning Child Nursery
St Mary Magdalene the ParishChurch of North Ockendon
Sports Club
Arena EssexRaceway
Lakeside Karting Caravan Park
Orsett Fen
ShorneMarshes
CliffePools
RainhamMarshes
SouthEssex
Marshes
SouthEssex
Marshes
BushyBit
Hangman's Wood
Mardyke Woods
Dilkes Wood
Oakwoodand Ash
Plantation
Brickkiln Wood,Runing Water Woodand Whitehall Wood
BroomHill Hangmans
Wood
LinfordWood
WarleyHall Wood
OldHouseWood
TheWarren
Starmore Wood
Cole Wood
GreatCrabbles
WoodPuckle
Hill
CodhamHall Wood
ThamesChaseForest
The OldPark
Gurnett'sFields
BelhusChase
AshenbankWood
B2108
B1007
B1335
B258
B260
B1335
B2500
B188
B2174
B2175
B261
B256
B1464
B185
B186
B2186
B149
B189
B2174
B255
B262
B1036
B1421 B1420
B148
B186
B2173
B187
B255
B3228
A2
A20
A227
A227
A225
A225
A12
A126
A226
A226
A129
A2026
A226
A1023
A225
A228
A1014
A118
A126
A126
A296
A176
A226
A124
A282(T)
A282(T)
A176 A1235
A176
A1012
A206
A176
A2(T)
A2(T)
A1089
A132
A128
A128
A2(T)
A1014
A2(T)
A2(T)
A206
A282
A13
A13
A2018
A1090
A127
A1321
A126(T)
A2(T)
A226 A226
A2260
A1089(T)
A282(T)
A1306
A1306
A1013
A1013
A289
A12(T)
A127
A127
A127
A127
A2(T)
A13(T)
A13(T)
A13(T)
A13
M2M25
M25
M20
M25
M25
K E N TC O U N T Y
E S S E XC O U N T Y
SEVENOAKSDISTRICT
THURROCK
BRENTWOODDISTRICT
MEDWAY
HAVERINGLONDON BORO
BASILDONDISTRICT
GRAVESHAMDISTRICT
DARTFORDDISTRICT
BEXLEYLONDON
BORO
0 1 2Kilometres
¯ ! Community Facilities Point
Planning Application
Community LandUse Facilities
Country Park
Parks, Open Spacesand Golf Courses
Woodland
Woodland Trust Site
RSPB Reserve
Open Access Land
District Boundary
County Boundary
S5P02 08/08/16 Post Consultation SAR Issue LH SR AS
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