north quay area, great yarmouth · 13251-crh-xx-xx-rp-lq-0001_p01dts.docm august 2019 i document...
TRANSCRIPT
Campbell Reith Hill LLP
Raven House 29 Linkfield Lane
Redhill Surrey RH1 1SS
T:+44 (0)1737 784500 E:[email protected]
W:www.campbellreith.com
North Quay Area, Great Yarmouth
Geoenvironmental and Geotechnical
Desktop Study
For
Project Number:
13251
August 2019
North Quay Area, Great Yarmouth Geoenvironmental and Geotechnical Desktop Study
13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 i
Document History and Status
Revision Date Purpose/Status Author Check Review
P01 August 2019 To inform Supplementary Planning Documents/Final
Ruth Fraser / Josh Chastney
Josh Chastney
Grant Plain
This document has been prepared in accordance with the scope of Campbell Reith Hill LLP’s (CampbellReith) appointment with its client and is subject to the terms of the appointment. It is addressed to and for the sole use and reliance of CampbellReith’s client. CampbellReith accepts no liability for any use of this document other than by its client and only for the purposes, stated in the document, for which it was prepared and provided. No person other than the client may copy (in whole or in part) use or rely on the contents of this document, without the prior written permission of Campbell Reith Hill LLP. Any advice, opinions, or recommendations within this document should be read and relied upon only in the context of the document as a whole. The contents of this document are not to be construed as providing legal, business or tax advice or opinion.
© Campbell Reith Hill LLP 2019 Document Details
Last saved 08/08/2019 17:48
File Name 13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm
Author Ruth Fraser / Josh Chastney
Project Partner David Innes
Project Number 13251
Project Name
North Quay and The Conge, Great Yarmouth
North Quay Area, Great Yarmouth Geoenvironmental and Geotechnical Desktop Study
13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 ii
Contents
EXECUTIVE SUMMARY ............................................................................................................ 1
INTRODUCTION ..................................................................................................................... 3
Appointment and Scope ..................................................................................................... 3 Previous Investigations ....................................................................................................... 3
SITE DESCRIPTION AND ENVIRONMENTAL SETTING ................................................................. 4
Site Location ..................................................................................................................... 4 Site Layout ....................................................................................................................... 4 Invasive Plant Species ........................................................................................................ 4 Surrounding Land Use ........................................................................................................ 5 Redevelopment Proposal .................................................................................................... 5 Geology ............................................................................................................................ 5 Seismicity ......................................................................................................................... 6 Hydrogeology .................................................................................................................... 6 Hydrology ......................................................................................................................... 6
Radon .............................................................................................................................. 7 Sensitive Land Uses ........................................................................................................... 7
SITE HISTORY AND INDUSTRIAL SETTING ............................................................................... 9
Site History ....................................................................................................................... 9 Regulatory Consultation...................................................................................................... 12 Unexploded Ordnance (UXO) .............................................................................................. 13 Tunnels and Infrastructure ................................................................................................. 13 Current Industrial Setting ................................................................................................... 13
PRELIMINARY CONCEPTUAL SITE MODEL & QUALITATIVE RISK ASSESSMENT ............................. 16
Introduction ...................................................................................................................... 16 Classification of Risk........................................................................................................... 16 Potential Sources of Contamination ...................................................................................... 16 Receptors and Exposure Pathways ....................................................................................... 17
GEOENVIRONMENTAL CONCLUSIONS AND RECOMMENDATIONS ................................................ 19
Summary of Risk ............................................................................................................... 19 Recommendations ............................................................................................................. 19
GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS ........................................................ 21
Geotechnical Hazard Summary ............................................................................................ 21 Recommendations for Further Works ................................................................................... 22
TECHNICAL REFERENCES ................................................................................................................. 23
ENVIRONMENTAL RISK ASSESSMENT SUPPORTING INFORMATION ..................................................... 24
LIMITATIONS ................................................................................................................................. 27
APPENDIX A: FIGURES
APPENDIX B: DESK STUDY INFORMATION
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EXECUTIVE SUMMARY
SITE LOCATION & PROPOSED DEVELOPMENT
North Quay and The Conge are two adjoining areas in a generally industrial/commercial district of Great Yarmouth, Norfolk. The site is centred on approximate National Grid Reference 652086, 307878 and approximate postcode NR30 1JJ.
Specific development proposals are not known at this stage. However, it is understood eventual development will be mixed-use – residential, retail, commercial and potentially some industry (although not likely). There will be public open space and areas of soft landscaping including (potentially) private gardens, but is assumed that most ground cover will be hardstanding.
The end user sensitivity is considered to be moderate-low. In any areas of proposed residential with private gardens this will be locally high.
ENVIRONMENTAL SETTING
The site is expected to be underlain by a thickness of Made Ground associated with its industrial history, over superficial deposits of the North Denes Formation (in The Conge area) (secondary A aquifer) and Breydon Formation (unproductive aquifer) across the whole site. The bedrock is Crag Group (principal aquifer). North Quay is bordered by the estuarine River Yare to the west, which flows into the North Sea 1 km to the east.
The site does not lie within a groundwater Source Protection Zone and there are no proximal groundwater or surface water abstraction points.
The hydrogeological and hydrological sensitivities of the site are both assessed as moderate - low.
CURRENT USE AND HISTORY
Historically used as a wharf, with associated boatbuilding, together with factories of export products, coal storage and a timber yard, the site is now an industrial site with vehicle maintenance, a builders’ merchant, car/van rental and self-storage facilities.
The UXO risk is high, owing to the site being targeted during the Second World War for its logistics value.
GEOTECHNICAL HAZARDS
The following geotechnical hazards have been identified at the proposed development site:
Deep Made Ground.
Shallow Groundwater.
Highly Compressible Deposits.
Variable Ground Conditions.
Existing services and infrastructure including flood defence walls of an unknown form and the presence of a shaft and potential associated tunnel.
Clays susceptible to volume change upon changes in moisture content.
Buried obstructions.
Soils potentially aggressive to buried construction products such as concrete and steel.
Running sand conditions.
UXO.
Soils susceptible to frost heave.
CONTAMINATION ISSUES
Risk Summary:
End Users. A low-moderate risk has been identified associated with direct contact with Made Ground and associated soil gases. This is locally increased to moderate-high in areas of potential residential with private gardens.
Groundwater. A low risk has been identified due to the protective thickness of the Breydon Formation.
Surface Water. A low risk has been identified due to the estuarine nature of the adjacent River Yare.
Groundworks. A moderate risk has been identified based on the
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assumption that basic health and safety provisions are in place.
RECOMMENDATIONS A ground investigation is required to assess potential contamination risks and geotechnical hazards. This should be designed by a competent person, undertaken in accordance with BS10175:2011 +A2:2017, BS5930: 2015 and Eurocode 7 and reported in accordance with current industry practice. This should provide information on ground conditions and also target identified potential pollutant linkages.
Any ground disturbing works should seek the advice of a UXO specialist. Activities including boring, such as drilling boreholes and piling will require down-hole magnetometer surveys.
Land quality assessment is an iterative process and likely to be a condition of Planning Consent for the redevelopment.
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INTRODUCTION
Appointment and Scope
2.1.1. This report has been produced by Campbell Reith Hill LLP (CampbellReith) on behalf of Great
Yarmouth Borough Council (the Client) to summarise environmental and geotechnical
information relating to land at North Quay and The Conge, Great Yarmouth (hereafter referred
to as the site). The limitations associated with this report follow the main text. Figures showing
the location of the site and layout are presented in Appendix A.
2.1.2. The report has been produced in general accordance with the procedures for ground
investigation, interpretation and reporting set out in Defra Contaminated Land Report (CLR) 11
(1), BS 5930:2015, BS 10175:2011 (+A2:2017) (2) and BS EN 1997 (Eurocode 7) (3). The
objective of the report is to collate and interpret phase 1 desktop study information in order to
provide:
a) A description of the site and an overview of the site’s environmental setting
b) A review of the site’s historical and industrial development
c) A conceptual site model and qualitative risk assessment for the ground conditions (soil,
water and gas)
d) Identification of potential geotechnical hazards
e) Preliminary conclusions and recommendations.
2.1.3. This assessment considers the objectives of the National Planning Policy Framework (NPPF) (4)
which requires information to demonstrate that a site is suitable for its new use (taking account
of ground conditions and land instability) and not capable of being determined as contaminated
land under Part IIA of the Environmental Protection Act 1990 (after remediation). The NPPF
requires adequate site investigation information is prepared by a competent person.
2.1.4. Site reconnaissance visits have been undertaken by representatives of CampbellReith on several
occasions, most recently 14th June 2019.
Previous Investigations
2.2.1. CampbellReith have been provided a preliminary environmental risk assessment for the North
Quay area, prepared by Arcadis in December 2008 for First East Waterfront Regeneration
Company. The findings have been incorporated into this report.
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SITE DESCRIPTION AND ENVIRONMENTAL SETTING
Site Location
3.1.1. North Quay and The Conge are two adjoining areas in a generally industrial/commercial district
of Great Yarmouth, Norfolk. The site is centred on approximate National Grid Reference 652086,
307878 and approximate postcode NR30 1JJ.
3.1.2. North Quay is a long strip of land bounded to the west by the River Yare and to the north by
the River Bure. The confluence is at the north-western extent of the site. Immediately to the
south of North Quay is a two-storey office building. The B1141 runs along the eastern boundary
of North Quay. The Conge is a side road off to the east of the B1141 and is bounded to the
north by Brewery Street, to the east by George Street and to the south by commercial premises
on Patterson Close.
Site Layout
3.2.1. An annotated site layout plan is presented in Figure 2, as informed by a site walkover
undertaken by a CampbellReith representative on 14th June 2019. The following description
should be read in conjunction with viewing the site images.
3.2.2. North Quay is approximately 3.5 ha in size, and is accessed from four small roads off the
B1141: Limekiln Walk, Bowling Green Walk, Quay Mill Walk and Fisher’s Quay. From north to
south, the site is currently occupied by a Kwik Fit (garage/vehicle maintenance), self-storage
unit, builder’s yard, upholstery suppliers and car/ van rental centre. Much of the open land is
used for parking. There are a number of freeholders for the site.
3.2.3. In addition there are a few terraced residential houses fronting the B1141.
3.2.4. The western boundary is demarcated by River Yare, which is sheet piled along much of the site
boundary. There is a slope interrupting the sheet piled wall opposite Quay Mill Walk formerly
used for boat access. The northern-most part of the boundary does not appear to be sheet
piled, with the ground level gradually sloping down to water level. An area of low-lying sand is
covered by the rising tide.
3.2.5. North Quay is generally flat, residing just above sea-level at around 2-3 metres Above Ordnance
Datum (m AOD).
3.2.6. The Conges are two areas of land split in half by a road – The Conge. The Conges are
approximately 0.8 ha in size. The northern portion of The Conge is occupied by a printer with
parking. The portion to the south is occupied by a photographic works, garage/tyre fitters, a
fruit machine supplier and a furniture shop.
3.2.7. The Conges slopes east-west from approximately 5-2 m AOD.
Invasive Plant Species
3.3.1. The potential presence of invasive plant species, such as Japanese Knotweed, has not been
assessed and it is recommended that an appropriately qualified specialist carries out a survey.
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Surrounding Land Use
3.4.1. The surrounding area is a mix of residential, commercial and industrial. There is an Aldi
supermarket to the north of The Conge. South of North Quay are a two-storey office block and
a recently constructed eight-storey building. Local residential properties are generally terraced
and well established.
Redevelopment Proposal
3.5.1. Specific development proposals are not known at this stage. However, it is understood eventual
development will be mixed-use – residential, retail, commercial and potentially some industry
(although not likely). There will be public open space and areas of soft landscaping including
(potentially) private gardens, but is assumed that most ground cover will be hardstanding.
3.5.2. The end user sensitivity is considered to be moderate-low. In any areas of proposed
residential with private gardens this will be locally high.
Geology
3.6.1. Published geology (5) shows the North Quay area to be directly underlain artificial Made Ground
Deposits (variable deposits with anthropogenic inclusions), subsequently underlain by superficial
deposits of the Breydon Formation (predominantly silts and clays with sand and bands of peat),
and at depth the Yare Valley Formation (sands and gravels) underlain by solid deposits of the
Crag Group (predominantly sands and gravels, partly shelly with silts and clays).
3.6.2. The Conge area in the east is underlain by superficial deposits of blown sands, underlain by the
North Denes Formation (sands and gravels and thin layers of silty clay) and is in turn underlain
by the Breydon Formation and the Crag Group. The North Denes Formation may encroach the
eastern boundary of North Quay area.
3.6.3. All of the above mentioned deposits are Quaternary in age with the exception of the Crag which
was deposited between the Tertiary and the Quaternary Period.
3.6.4. The BGS 1:50,000 geological map for the area shows the depth to the base of the Breydon
Formation and the depth to the base of Made Ground which are reproduced within Figure 4
within Appendix A. These indicate that the base of the Breydon Formation is variable
underlying the site at between -15 to -25mAOD and the top surface of the middle peat is at -3
to -5mAOD.
3.6.5. The 1:50,000 geological map (6) shows a cross sections through the site area which show the
relationships between the geological deposits and their interpreted depths with meters above
ordnance datum (mAOD). This figure has been reproduced below and within Figure 3 within
Appendix A for ease. Although the cross section is taken approximately 2km north of site, the
geological sequence is thought to be broadly appropriate for the site and an approximate
position of the site is also shown in relation to the position on the cross section.
3.6.6. 19 no. publicly available BGS borehole logs on site and within the general site area have
revealed the following generalised sequence:
‘typical’ made ground of consisting of concrete, brick rubble, metal fragments, wood, slag,
pottery, sands, clays and gravels (variable depth between c.0.0-4.0 m bgl)
Breydon Formation consisting of:
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very soft, organic silty clay and in-part containing peat fragments
loose, becoming medium dense silty sand and gravel
medium dense to dense sand and gravel
silty clays with sandy bands.
Seismicity
The national foreword to BS EN 1998-1:2004+A1:2013 ‘Eurocode 8: Design of Structures for
Earthquake Resistance – Part 1’ (7) states there are no requirements in the UK to consider
seismic loading, and the whole of the UK may be considered an area of very low seismicity in
which the provisions of EN 1998 need not apply.
Hydrogeology
3.8.1. The site hydrogeology is summarised in Table 3.1.
Table 3.1 Summary of Hydrogeology
Type Description Reference
Superficial/Drift Deposits: North Denes Formation (The Conge area only)
Secondary A (8)
Superficial/Drift Deposits: Breydon Formation Unproductive
Solid/Bedrock Deposits: Crag Group Principal
Soil Leaching Potential High leaching potential1
Source Protection Zone None within 1 km
Groundwater Abstractions None within 1 km
3.8.2. The site is likely to be in hydraulic continuity with the tidal River Yare, adjacent to the west.
Groundwater level is likely to change with the tide, although this may be limited depending on
proportion of low permeability clay in the Breydon Formation.
3.8.3. The site is considered to have a moderate-low sensitivity with respect to hydrogeology on
account of the unproductive Breydon Formation of approximately 25-30 m underlying the site.
This is thought to be protective of the Crag Group (principal aquifer). The sensitivity is based
upon the definitions provided in NHBC R&D66 (9), as amended to include the requirements of
the Water Framework Directive and the Environment Agency’s River Basin Management Plans.
Hydrology
3.9.1. The site hydrology is summarised in Table 3.2 and the associated references listed at the rear
of the report.
Table 3.2 Summary of Hydrology
Type Distance Description Reference
Surface Waters Adjacent to River Bure and Yare (tidal) (8)
1 Soil information for urban areas and restored mineral workings. These soils are therefore assumed to be highly permeable in the absence of site-specific information.
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Type Distance Description Reference
west
1 km east North Sea
Surface Water Abstractions 830 m south
Licence active 2013 – 2015 for hydraulic testing
Flooding
On site
Site lies within River and Coastal Zone 3: Zone 3 shows the extent of a river flood with a 1 in 100 (1%) change or greater chance of occurring in any year or a sea flood with a 1 in 200 (0.5%) or greater chance of occurring in any year.
On site Risk of flooding from rivers and the sea flood rating is high
3.9.2. Due to its estuarine nature, the water quality of the River Yare is not assessed.
3.9.3. The site is considered to have a moderate-low sensitivity with respect to hydrology. The
sensitivity is based upon the guidance detailed for the hydrogeological assessment above (for
coastal waters).
Radon
3.10.1. The site is not in a Radon Affected Area, as less than 1% of properties are above the Action
Level (10). The site is not in an area where radon protection are required for new properties or
extensions to existing ones as described in publication BR211 by the Building Research
Establishment (11).
3.10.2. Basements are not expected in the redevelopment proposals.
Sensitive Land Uses
3.11.1. A review has been made of designated ecological and heritage sites and these are summarised
below. These are not appraised except where noted.
Table 3.3 Summary of Designated Sites
Type Description Reference
Ecological Breydon Water: Site of special scientific interest (SSSI) 330 m north west
(8)
Outer Thames Estuary: Special Protection Area: adjacent to west
Breydon Water: Special Protection Area: 335 m north west
Breydon Water: Ramsar site and Local Nature Reserve: 335 m north west
Environmentally Sensitive Areas: 330m west (Broads)
Heritage 80, 81 and 82 North Quay – Grade II listed (12)
Archaeological North Quay:
Probable World War Two spigot mortar emplacement (used to mount anti-tank gun) in north
Post-medieval lime kiln (site of) in north
World War Two pillbox in builders yard
(13)
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Type Description Reference
Semi-sunken air raid shelters (south-east)
Route of Great Yarmouth urban railways (closed 1970)
Southern half of The Conge:
World War Two Barrage balloon site
3.11.2. Whilst the archaeological features do not present a source of contamination, they must be
considered in design of future intrusive investigation and redevelopment.
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SITE HISTORY AND INDUSTRIAL SETTING
Site History
4.1.1. Information relating to the site history has been obtained by reference to Ordnance Survey
mapping from 1883 to the present day at scales between 1:500 and 1:10 560 and is
summarised for the site and its surroundings in Table 4.1, Table 4.2 and Table 4.3.
Table 4.1 Site History – North Quay Area
Date2 Development Location
1883-1886 (1:10 560) Site completely covered with buildings. Whole site
Railway sidings enter from Vauxhall Bridge with railway station beyond
North-east
Foundry North
1883 (1:2500) Malthouse North east
1883 – 1887 (1:2500) Limekilns in north North
Fisher’s quay cuts across site South
Sidings entering site East
Boat building yard North-west
1885 (1:500) Limekilns, boat building yard, sidings and coal yard
Northern boundary
Foundry (iron and brass) Centre
Pumps adjacent to buildings Eastern extent
Bowling green western boundary
Ornamental gardens Centre
Smithy South-east
Goffins Buildings along Limekiln Walk North
1884 – 1888 (1:10 560) No change -
1887 (1:2500) (incomplete) No significant change -
1901 – 1904 (1:10 560) No change -
1904 (1:10 560) (incomplete) Wharves (labelled for first time) Western boundary
1905 (1:10 560) (incomplete) No significant change -
1905 (1:2500) No significant change -
1926 – 1928 (1:10 560) (incomplete)
No significant change -
1928 (1:2500) Bowling green no longer shown (large expanse with no buildings).
north west
Shaft western side
19383 (1:10 560) (incomplete) Pump house western boundary
1946 – 19483 (1:10 560) (incomplete)
No significant change -
2 Whilst these maps are summarised in chronological order, it should be borne in mind that small scale maps will show less detail
than larger scale ones, thus features may not be shown in every map. 3 Wartime maps may omit sensitive military features (see archaeological features in 3.11)
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Date2 Development Location
1949 (1:1250) Cattle meal factory in location of foundry in north east. Several mooring posts and mooring rings labelled
-
1954 – 1956 (1:1250) No significant change -
1955 (1:1250) Saw mill adjacent to timberyard in south. Cattle meal factory now ‘factory’
-
1958 (1:10 560) No significant change -
1960-1965 (1:1250) Timber yard now depot -
1962-1967 (1:2500) No significant change -
1966-1969 (1:1250) Vegetable warehouse replaces terraced houses fronting onto Limekiln Walk
North, adjacent to cattle foods factory
Builders’ merchant north of saw mill
Garage eastern boundary
Engineering works southern tip
1970-1975 (1:1250)
(incomplete)
Cattle foods factory extended westwards to include cattle foods factory.
-
Caravan centre northern extent
1977-1981 (1:1250) No significant change -
1978 (1:10 000) Eight tanks/silos North, adjacent to factory
1978 (1:2500) (incomplete) No significant change -
1983-1986 (1:1250) Engineering works in southern boundary now ‘works’
-
1987 (1:2500) (incomplete) No significant change -
1988 (1:10 000) No significant change -
1989-1990 (1:1250) No significant change -
1989-1994 (1:1250) No significant change -
1990 (1:1250) (incomplete) No significant change -
1994 (1:1250) Site not shown -
2002 (1:10 000) Mill on western boundary -
2010 (1:10 000) Vauxhall Bridge4 no longer shown crossing River Bure and entering site.
North
2014 (1:10 000) Mill no longer labelled. -
Table 4.2 Site History – The Conge
Date Development Location
1883-1886 (1:10 560) Buildings across site, bisected by road labelled The Conge.
Whole site
1883 – 1887 (1:2500) No change -
1885 (1:500) Malthouse Centre
4 Vauxhall Bridge has since been restored for use as a footbridge from the railway station to the North Quay area.
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Date Development Location
Numerous buildings, ‘row’ parallel to The Conge
South
Princess Charlotte public house North-east
Railway lines West
1887 (1:2500) (incomplete) No change -
1901 – 1904 (1:10 560) No change -
1904 (1:10 560) (incomplete) No change -
1905 (1:10 560) (incomplete) No change -
1905 (1:2500) No change -
1926 – 1928 (1:10 560) (incomplete)
No change -
1928 (1:2500) No change -
19385 (1:10 560) (incomplete) No features shown on The Conge. Other sources suggest site of barrage balloon (13)
-
1946 – 19483 (1:10 560) (incomplete)
One small long building shown North
Buildings cover much of southern area South
1949 (1:1250/1:2500) A single large building – clothing factory North
1950-1953 (1:1250) No change -
1954 – 1956 (1:1250) Clothing factory unchanged North
Sheet metals works and 2 warehouses South
1955 (1:1250) No change -
1958 (1:10 560) Building either replaced or extended North of highway
1960-1965 (1:1250) Some expansion of factory (no longer clothing) North
Sheet metal works labelled ‘works’ South
1962-1967 (1:2500) No change -
1964-1965 (1:2500) No change -
1966-1969 (1:1250) Clothing factory North
Electrical accessories depot east of northern portion
Various buildings, including photographic works, sheet metal works, works, tyre depot, provisioning depot
South
1970-1975 (1:1250)
(incomplete)
No changes visible -
1977-1981 (1:1250) Works becomes warehouses Centre of area south of highway
1978 (1:10 000) Buildings cover whole area except highway All
1978 (1:2500) (incomplete) Site not covered -
1983-1986 (1:1250) Factory North
5 Wartime maps may omit sensitive military features (see archaeological features in 3.11)
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Date Development Location
Electrical accessories depot labelled as depot Eastern end of north
Buildings labelled as depot, works, warehouse, depot, warehouse
South
1987 (1:2500) (incomplete) Site not covered -
1988 (1:10 000) No change -
1989-1990 (1:1250) No change -
1989-1994 (1:1250) No change -
1990 (1:1250) (incomplete) Site not covered -
1994 (1:1250) Site not covered -
2002 (1:10 000) No change -
2010 (1:10 000) No change -
2014 (1:10 000) No change -
Table 4.3 Adjacent Land History (selected)
Date Development
1883-1886 (1:10 560)
Vauxhall Station lies across the River Bure, with lines running southwards and entering the site. Immediately to the west, land use appears to be dense housing. Area across the River Yare to the west also developed with housing and mills and wharves.
1885 (1:500) Several malthouses in vicinity. Brewery to the north east of The Conge.
1926 (1:10 560) Brewery immediately north of The Conge.
1905 (1:2500) Falcon Brewery immediately north of the Conge.
1949 (1:2500) Joinery works to east of The Conge.
1955 (1:1250) Joinery works now building contractors
1960-1965 (1:1250)
Houses immediately south of the Conge rebuilt (flats?)
1977-1981 (1:1250)
Brewery north of the Conge now ‘Great Yarmouth No 6 Ed’ depot
Current Depot to north of the Conge now Aldi supermarket.
4.1.2. The site and the surrounding areas have been industrialised from at least the 1880s, chiefly
with port-related and other export industries such as boat building yard, cattle feed factory etc.
The site has also variously seen use as a coal yard, timberyard and foundry over the years. A
railway/tramline served the site until 1970.
Regulatory Consultation
4.2.1. Regulatory consultation to Great Yarmouth Borough Council’s Environmental Health Department
(David Addy) has revealed several reports relating to the site. The findings from the Arcadis
(2008) preliminary environmental risk assessment have been incorporated into this report.
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Unexploded Ordnance (UXO)
4.3.1. A detailed unexploded ordnance (UXO) threat and risk assessment has been undertaken by
6Alpha Associates (Appendix B) in with approach set out in CIRIA C681 (14). The potential for a
UXO hazard rating to occur, and more specifically, the potential for unexploded WWI and WWII
ordnance to exist at this site is assessed as being high. The report recommends the following:
All groundworks on the sites should have:
Operational UXO emergency response plan
UXO safety & awareness briefings
Boring into previously undisturbed ground will require an intrusive UXO survey via the use
of down-hole magnetometer or MagCone techniques by a specialist. The survey should
extend to the assessed average bomb depth penetration depth or to the maximum depth
of the works, whichever is encountered first, or until geology is encountered through which
it is assessed UXB would not penetrate.
Tunnels and Infrastructure
4.4.1. A review of the in-house geographic information system, GISSMO (15) has no records of
tunnels or historical basements. There is the potential for historical bomb shelters (13) on the
North Quay. It is not known whether these have been removed during post-war development.
4.4.2. Due to the historical development of the site, it should be assumed several utilities will be
present across site.
4.4.3. It should be noted that the above review does not constitute a formal review of all buried
utilities that may be present at the site and the statutory authority utilities plans should be
obtained prior to any ground disturbing works.
4.4.4. Environment Agency registered flood defence walls are present along the western section of the
site adjacent to the coast which are the majority of which noted as being in fair condition. The
exact form of these flood defences are unknown although appear to comprise a mixture of steel
sheet piles and concrete gravity wall.
4.4.5. A shaft is present on site which is associated with a foul water pumping station. The exact
dimensions and condition of this feature is unknown however the statutory utilities plan by
Essex and Suffolk water show the route as abandoned.
Current Industrial Setting
4.5.1. Table 4.4 summarises identified industrial features which may present a potential source of
contamination to the site based upon the Groundsure Report. The Groundsure Report should be
consulted for further details. Unless otherwise stated, only those features that are within the
stated review distances have been included.
Table 4.4 Industrial Setting
Type Distance Reviewed
Distance from Site
Description
Contaminated land register entries and notices
<500 m - None
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Type Distance Reviewed
Distance from Site
Description
Landfills <250 m - None. The closest is Cobholm Island, 360 m to the east, across the River Yare
Waste Transfer/Treatment Stations
<100 m - None
Potentially Infilled Land <250 m - Quays and wharves on site may have been infilled
Pollution Incidents <50 m - None
Environmental Permits <150 m - None
Discharge Consents <100 m 20 m north None current
Fuel Stations <200 m - Filling station 90 m north west
Petrol storage depot 100 m NW
Across River Yare
Contemporary trade directory entries
<100 m On site North Quay:
Garage, 2 x vehicle hire, furniture suppliers, computer repairs, car sales, storage facilities, works/factory/wharf, car wash, industrial products, repair and servicing
The Conge:
Garage, fruit machines supply
5 m west
13 m east
19 m east
22 m north
25 m east
32 m east
44 m south
48 m north-west
54 m north-west
73 m south-west
76 m north-west
78 m east
82 m west
84 m west
87 m west
Printers
Works
Warehouse
Car hire
Warehouse
Storage depot
Electricity sub-station
Slipway
Vehicle repairs
Wharf
Car sales
Electricity sub-station
slipway
slipway
slipway
Control of Major Accident Hazards (COMAH) Sites
<500 m None current
4.5.2. Units involving vehicle maintenance and testing are likely to include fuel, oil and waste oil stores.
As the site is no longer used for shipbuilding and wharves, there are likely to be a number of
areas of infilled ground.
4.5.3. The fuel stations off site are not considered further as they are on the opposite side of the river
and therefore any spills are unlikely to affect the site. Contemporary trades such as computer
repair and vehicle hire are not likely to present a significant source of contamination. The
electricity sub-stations are too far away to present a risk from polychlorinated biphenyls (PCBs)
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which are not very mobile. Storage facilities are not considered to present a contamination
source as storage of hazardous or potentially contaminative materials would not be permitted.
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PRELIMINARY CONCEPTUAL SITE MODEL & QUALITATIVE RISK
ASSESSMENT
Introduction
5.1.1. Current practice for land contamination evaluation involves classification of risk for each of the
identified contaminant source-pathway-receptor pollutant linkages. These are summarised
below, considering the desk study information obtained. This information has been utilised to
design the site investigation considering the proposed end use.
Classification of Risk
5.2.1. Risk is defined by the combination of two factors: i) the probability of an occurrence (expressed
as a likelihood); and ii) the consequence of it happening (expressed as a severity). The
procedure for classifying risk is summarised in Table 5.1. The categories of risk have been
based upon those defined in the Guidance for the Safe Development of Housing on Land
Affected by Contamination, R&D66: 2008 Volume 1 (9). The categories are defined in the
Environmental Risk Assessment Supporting Information section to the rear of this report,
together with definitions of the classifications of probability and consequence.
Table 5.1 Classification of Risk
Pro
babili
ty (
Lik
elih
ood)
Consequence
Severe Medium Mild Minor
High likelihood Very high risk High risk Moderate risk Low risk
Likely High risk Moderate risk Moderate/low risk Low risk
Low likelihood Moderate risk Moderate/low risk Low risk Very low risk
Unlikely Moderate/low risk Low risk Very low risk Very low risk
Potential Sources of Contamination
5.3.1. Table 5.2 summarises the potential contamination sources that have been identified on or near
the site. The potential contaminant types associated with these is then given based upon a
review of CLR 11, industry profiles and anecdotal information.
Table 5.2 Potential Sources of Contamination
Feature on or near site Potential Contaminant
Reworked &/or Made Ground including the potential
for buried asbestos from previous demolitions
M, H, ACM
Boatbuilding yard – including potential infilled dry
docks
M, H, ACM, GG
Wharves used for unloading and loading boats H, ACM
Former foundry M, H, ACM
Coal yard M, H,
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Feature on or near site Potential Contaminant
Timberyard M, H, ACM, preservative (such as TBT)
Potentially infilled land (former wharves) M, H, ACM, GG
Railway/tramway M, H, herbicides, ACM
Notes: M – Metals. H – Hydrocarbons. ACM – Asbestos Containing Materials. GG – Ground Gases.
TBT – Tributyltin.
Receptors and Exposure Pathways
5.4.1. Potential risks have been identified based on the proposed site use, the receptors and potential
pathways by which the receptor/s may be exposed to the contaminant source/s.
Table 5.3 Receptors and Exposure Pathways
Receptor Pathway Risk
End Users (workers in industrial and commercial units)
Ingestion of soil/dust Low
Neighbours – residents in houses on B1141 and other adjacent roads
Low
Construction Workers Low - moderate
End Users Inhalation of soil/dust Low
Neighbours Low
Construction Workers Low – moderate
End Users Dermal contact with soil/dust/water
Moderate
Neighbours Low
Construction Workers Moderate
End Users Inhalation of vapour from soil/dust
Moderate
Neighbours Low
Construction Workers Moderate
End Users Consumption of vegetables/plants
If no private gardens are proposed as part of the eventual development then no pathway present – no risk to assess
End Users Migration of soil gases to confined spaces/structures
Moderate
Construction Workers Moderate
Building Low
End Users Inhalation of vapour from groundwater
Moderate
Neighbours Low
Construction Workers Moderate
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Receptor Pathway Risk
Surface Waters Migration of water borne contaminants from on site
Moderate
Groundwater Aquifer Migration of contamination from surface and/or subsurface to groundwater
Low
Groundwater Aquifer Migration of water borne contamination from off-site
Low
End Users Movement of contaminants to engineered structures (water pipes)
Moderate-Low
Sensitive Land Use (SSSI etc.) Uptake by flora/fauna associated with sensitive land use
Low
Property Build-up of ground gas (explosive risk)
Moderate-Low
5.4.2. The initial risk rating is considered to be moderate-low.
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GEOENVIRONMENTAL CONCLUSIONS AND RECOMMENDATIONS
Summary of Risk
6.1.1. A review of available data has highlighted the following issues:
6.1.2. The long industrial use of the site included boatbuilding, coal yard, limekilns, wharves, railway
sidings, cattle meal factory, saw mill/timberyard and engineering works on the North Quay site,
and sheet metal works and clothing factory on the Conge site. In addition to the contamination
arising from such operations, there is likely to be a significant thickness of Made Ground
beneath the site.
6.1.3. Specific development proposals are not known at this stage. However, it is understood eventual
development will be mixed-use – residential, retail, commercial and potentially some industry
(although not likely). There will be public open space and areas of soft landscaping including
(potentially) private gardens, but is assumed that most ground cover will be hardstanding.
6.1.4. The end user sensitivity is considered to be moderate-low. In any areas of proposed
residential with private gardens this will be locally high.
6.1.5. The site is expected to be underlain by a significant thickness of Made Ground associated with
its long industrial history (demolition of old building, spreading of waste and land raising and
levelling). The natural site geology consists of superficial deposits of the North Denes Formation
(a Secondary A aquifer) on the Conge portion of the site only, with approximately 25-30 m of
the Breydon Formation (non-productive aquifer) beneath. This is thought to be protective of
the Crag Group (Principal aquifer) beneath, although some historical features may compromise
this such as the shaft in the west may provide a pathway to the underlying Principal Aquifer
(Crag Group). As such the site is considered to be of moderate–low sensitivity for
hydrogeological receptors.
6.1.6. The River Yare is adjacent to the site. It is estuarine and tidal and therefore any contamination
would be diluted immediately. The site lies within River and Coastal Zone 3, where there is a
1% change or greater chance of occurring in any year or a 0.5% chance of a sea flood
occurring in any year. The site is considered to have a moderate–low sensitivity for hydrology
receptors.
Recommendations
6.2.1. In order to achieve a greater level of confidence on the presence or absence of the identified
potential pollutant linkages, a preliminary ground investigation in-line with CLR 11 and
BS10175: 2011+A2:2017 is recommended. This would include targeted locations as well as
gaining general site coverage.
6.2.2. The results of the investigative works should be reported within a phase 2 geoenvironmental
interpretative report for the site considering the requirements of current technical guidance
(publications by the Environment Agency and NHBC) and the requirements of NPPF or
associated planning conditions. The report should include a generic quantitative (tier 2) human
health and controlled waters and ground gas risk assessment, revised conceptual site model
and recommendations for further assessments (as necessary) and outline any remedial
recommendations.
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6.2.3. Land quality assessment is a phased and iterative process and it should be noted that further
investigation, assessment and reporting may be required, dependent upon the findings of the
interpretative report.
6.2.4. Such an investigation would provide initial information to inform future developers such that
they can understand, in principle, the constraints that will apply to development and, therefore,
properly evaluate the appropriate land value and associated risks.
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GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS
Geotechnical Hazard Summary
7.1.1. The anticipated geotechnical hazards anticipated to be associated with the site are summarised
in Table 7.1. below.
Table 7.1 Summary of Geotechnical Hazards
Hazard Description
Made Ground A significant thickness of Made Ground is anticipated present on site as indicated by BGS mapping. Made Ground soils are not a suitable founding stratum without appropriate treatment due to their variability and poor load bearing characteristics.
Shallow groundwater
Shallow groundwater is likely present on site and may conflict with intrusive ground works / proposed developments. Groundwater level is likely to fluctuate in line with the adjacent tidal River Yare. Shallow excavations may require dewatering or other methods of groundwater ingress control.
Compressible deposits and settlement
Made Ground and the Breydon Formation are prone to settlement. A significant thickness of peat is anticipated to be contained within the Breydon Formation which can settle significantly upon application of relatively light load. The magnitude of such settlement would depend not only on the nature of the soils but also the magnitude of the applied loads. Due to the potentially heterogeneous nature of the underlying strata present on site, settlement could have a differential component.
Unexpected and variable ground conditions
BGS geological maps and historical BGS boreholes have shown that the site is underlain by a complex layering of Quaternary age geology with numerous unconformable boundaries between layers. These formations have been shown to contain varied stratigraphic horizons and lenses. Consequently it is anticipated that rapid changes of stratigraphy will be encountered. Prior to detailed design, it is necessary to determine with greater confidence the underlying ground conditions in order to permit economic design and minimise the risk of unexpected problems during construction.
Services and Infrastructure
Retaining walls (flood defences) are present on the western side of the site boundary. The retaining walls comprise steel sheet piling and gravity mass concrete. The exact form of these retaining walls is unknown and it is considered that there may be anchors / tie backs supporting the retaining walls which underlie the development. The location of any potential tie backs may conflict with ground investigation works and the proposed development. A shaft is present on site associated with a historical foul water pumping station to move effluent under the River Yare. The condition, diameter, depth and position of this shaft is currently unknown and it may conflict with intrusive works (including ground investigation) and may potentially be instable (especially under increased loading). As a part of the proposed development this may require decommissioning and / or remedial treatment. The site is likely underlain by a number of redundant and active services which may conflict with the proposed development or future intrusive ground investigation works.
Shrinking and swelling clays / soils of a volume change potential
Soils of a volume change potential may be present across the site associated with the Breydon Formation and Made Ground deposits. If volume change of cohesive soils occurs, this could cause significant damage to highways, pavements and structures on site. This will be pronounced where trees are to be planted.
Obstructions Numerous previous developments have existed onsite and obstructions to excavations, such as historical foundations, may be encountered.
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Hazard Description
Aggressive ground conditions
Natural strata may contain minerals which are aggressive to buried concrete and other construction products. Consequently chemical testing will be required.
Running sands Due to the presence of a high water table and the presence of granular deposits within the Breydon Formation, North Denes Formation and blown sands, running sand conditions may occur within excavations. Consequently a combination of dewatering and shoring may be required.
UXO A high UXO risk has been identified on site as further discussed within the UXO desk study commissioned for the site.
Soils unsuitable for infiltration drainage
The presence of deep Made Ground soils at the site coupled with an anticipated high water table may preclude the use of soakaway drainage over a large proportion of the site. If the water table is sufficiently deep and granular deposits of the Breydon Formation, blown sands or the North Denes Formation are present at sufficiently shallow depth, then soakaway drainage will likely be feasible.
Frost heave Natural cohesive, granular soils and Made Ground soils underlying the site may be susceptible to frost heave which can damage pavements and highways.
Recommendations for Further Works
7.2.1. Due to the hazards identified, a ground investigation should be designed based on the
requirements of Eurocode 7 Part 2 (and the associated national annex) to confirm the
underlying geology and engineering properties of the soils. The investigation should be tailored
so as to ensure the geotechnical hazards discussed in Table 7.1 are addressed. This should
include, but not be limited to; additional trial pits (for additional infiltration testing), boreholes,
laboratory geotechnical testing, in-situ geotechnical testing (including SPT testing) and
groundwater monitoring. The aims of the ground investigation should be to:
Provide a detailed geological model.
Assess design parameters for the soil properties (both physical and chemical).
Investigate geotechnical hazards.
Provide groundwater and hydrogeological data.
Provide adequate design information for the proposed development.
The ground investigation should be designed by a ‘competent person’ in accordance with
BS 5930:2015 and Eurocode EN 1997 (Eurocode 7).
7.2.2. It is recommended that surveys are undertaken to establish the location / condition of the shaft
(and any associated tunnels present on site) and any potential anchors or tie backs associated
with the flood defence walls. These surveys should be undertaken prior to any intrusive
mechanical investigations within the vicinity of these features.
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TECHNICAL REFERENCES
1. Environment Agency. Model Procedures for the Management of Land Contamination (CLR11). Bristol : Environment Agency, 2004. 2. BS10175. Investigation of potentially contaminated sites. Code of practice. London : British Standards Institution, 2011. 3. Eurocode 7. Geotechnical Design. London : British Standards Institution, 1997. 4. Department for Communities and Local Government. National Planning Policy Framework. London : Department for Communities and Local Government, 2012. 5. Arthurton, R.S.; Booth, S.J.; Morigi, A.N.; Abbott, M.A.W.; Wood, C.J.; Bridge, D.M..; Gallois, R.W.; Hopson, P.M.; Bailey, H.W.; Ball, K.C.; Graham, D.K.; Harland, R.Morter, A.A.; Wilkinson, I.P.; Balson, P.S.; Harrison, D.J.; Hiscock, K.M.; Culshaw, M.G. Geology of the country around Great Yarmouth : memoir for 1:50000 geological sheet 162 (England and Wales). London : HMSO, 1994. 6. BGS. Geological Survey of England and Wales 1:50,000 geological map series, New Series Sheet 162 Great Yarmouth. Keyworth : British Geological Survey, 1991. 7. Eurocode 8. Design for Structures and Earthquake Resistance - Part 1. London : British Standards Institution, 1998. 8. Groundsure. Enviro Insight Report North Quay Area, Great Yarmouth, NR30 GS-6083300. Brighton : Groundsure, 2019. 9. Environment Agency, National House Building Council & Chartered Institute of Environmental Health. Guidance for the Safe Development of Housing on Land Affected by Contamination R&D66. Bristol : Environment Agency, NHBC and CIEH, 2008. 10. Miles, J C H, et al. Indicative Atlas of Radon in England and Wales. Didcot : Health Protection Agency and British Geological Survey, 2007. 11. Scivyer, Chris. BRE211: Radon: Guidance on Protective Measures for New Buildings. London : Buildings Research Establishment, 2015. 12. Defra. Multi-Agency Geographic Information for the Countryside. [Online] 12 July 2018. http://magic.defra.gov.uk/MagicMap.aspx. 13. Norfolk County Council. Norfolk Heritage Explorer. Norfolk Heritage Explorer. [Online] Norfolk Historic Environment Service, 2019. [Cited: 14 June 2019.] http://www.heritage.norfolk.gov.uk/map-search. 14. Stone, K, et al. C681: Unexploded Ordnance - A Guide for the Construction Industry. London : CIRIA, 2009. 15. CampbellReith. GISSMO. GISSMO. [Online] 2018. http://gissmo.campbellreith.com/data/skiddocs/. 16. BS5930. Code of practice for ground investigations. London : British Standards Institution, 2015. 17. Wilson, S, et al. C665 Assessing Risks Posed by Hazardous Ground Gases to Buildings. London : CIRIA, 2007.
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ENVIRONMENTAL RISK ASSESSMENT SUPPORTING INFORMATION
Definitions of Consequence, Probability and Risk
The following classification has been taken from Guidance for the Safe Development of Housing on Land Affected by Contamination R&D66: 2008 Volume 1 (Environment Agency, NHBC and CIEH. The key to the classification is that the designation of risk is based upon the consideration of both:
a) the magnitude of the potential consequence (i.e. severity).
[takes into account both the potential severity of the hazard and the sensitivity of the receptor]
b) the magnitude of probability (i.e. likelihood). [takes into account both the presence of the hazard and receptor and the integrity of the pathway]
Classification of Consequence
Classification Definition Examples
Severe Highly elevated concentrations likely to result in
“significant harm” to human health as defined
by the EPA 1990, Part 2A, if exposure occurs.
Equivalent to EA Category 1 pollution incident
including persistent and/or extensive effects on
water quality; leading to closure of a potable
abstraction point; major impact on amenity
value or major damage to agriculture or
commerce.
Major damage to aquatic or other ecosystems,
which is likely to result in a substantial adverse
change in its functioning or harm to a species of
special interest that endangers the long-term
maintenance of the population.
Catastrophic damage to crops, buildings or
property.
Significant harm to humans is defined in
circular 01.2006 as death, disease*,
serious injury, genetic mutation, birth
defects or the impairment of reproductive
functions.
Major fish kill in surface water from large
spillage of contaminants from site.
Highly elevated concentrations of List I
and II substances present in
groundwater close to small potable
abstraction (high sensitivity).
Explosion, causing building collapse (can
also equate to immediate human health
risk if buildings are occupied).
Medium Elevated concentrations which could result in
“significant harm” to human health as defined
by the EPA 1990, Part 2A if exposure occurs.
Equivalent to EA Category 2 pollution incident
including significant effect on water quality;
notification required to abstractors; reduction in
amenity value or significant damage to
agriculture or commerce.
Significant damage to aquatic or other
ecosystems, which may result in a substantial
adverse change in its functioning or harm to a
species of special interest that may endanger
the long-term maintenance of the population.
Significant damage to crops, buildings or
property.
Significant harm to humans is defined in
circular 01/2006 as death, disease*,
serious injury, genetic mutation, birth
defects or the impairment of reproductive
functions.
Damage to building rendering it unsafe
to occupy e.g. foundation damage
resulting in instability.
Ingress of contaminants through plastic
potable water pipes.
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Classification Definition Examples
Mild Exposure to human health unlikely to lead to
“significant harm”.
Equivalent to EA Category 3 pollution incident
including minimal or short lived effect on water
quality; marginal effect on amenity value,
agriculture or commerce.
Minor or short lived damage to aquatic or other
ecosystems, which is unlikely to result in a
substantial adverse change in its functioning or
harm to a species of special interest that would
endanger the long-term maintenance of the
population.
Minor damage to crops, buildings or property.
Exposure could lead to slight short-term
effects (e.g. mild skin rash).
Surface spalling of concrete.
Minor No measurable effect on humans.
Equivalent to insubstantial pollution incident
with no observed effect on water quality or
ecosystems.
Repairable effects of damage to buildings,
structures and services.
The loss of plants in a landscaping
scheme.
Discoloration of concrete.
Classification of Probability
Classification Definition Examples
High likelihood There is pollutant linkage and an event would
appear very likely in the short-term and almost
inevitable over the long-term, or there is
evidence at the receptor of harm or pollution.
a) Elevated concentrations of toxic contaminants are present in soils in the top 0.5m in a residential garden.
b) Ground/groundwater contamination could be present from chemical works, containing a number of USTs, having been in operation on the same site for over 50 years.
Likely There is pollutant linkage and all the elements
are present and in the right place which means
that it is probable that an event will occur.
Circumstances are such that an event is not
inevitable, but possible in the short-term and
likely over the long-term.
a) Elevated concentrations of toxic contaminants are present in soils at depths of 0.5-1.0m in a residential garden, or the top 0.5m in public open space.
b) Ground/groundwater contamination could be present from an industrial site containing a UST present between 1970 and 1990. The tank is known to be single skin. There is no evidence of leakage although there are no records of integrity tests.
Low likelihood There is pollutant linkage and circumstances are
possible under which an event could occur.
However, it is by no means certain that even
a) Elevated concentrations of toxic contaminants are present in soils at depths >1m in a residential garden,
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Classification Definition Examples
over a long period such an event would take
place, and is less likely in the shorter term.
or 0.5-1.0m in public open space.
b) Ground/groundwater contamination could be present on a light industrial unit constructed in the 1990s containing a UST in operation over the last 10 years – the tank is double skinned but there is no integrity testing or evidence of leakage.
Unlikely There is pollutant linkage but circumstances are
such that it is improbable that an event would
occur even in the very long-term.
a) Elevated concentrations of toxic contaminants are present below hardstanding.
b) Light industrial units <10 yrs old containing a double-skinned UST with annual integrity testing results available.
Note: A pollution linkage must first be established before probability is classified. If there is no pollution linkage then there is no potential risk. If there is no pollution linkage then there is no need to apply tests for probability and consequence. For example if there is surface contamination and a principal aquifer is present at depth, but this principal aquifer is overlain by an aquiclude of significant thickness then there is no pollution linkage and the risks to the principal aquifer are not assessed. The report should identify both the source and the receptor but state that because there is no linkage there are no potential risks. Description of the classified risks Very high risk There is a high probability that severe harm could arise to a designated receptor from an identified hazard at the site without remediation action OR there is evidence that severe harm to a designated receptor is already occurring. Realisation of that risk is likely to present a substantial liability to be site owner/or occupier. Investigation is required as a matter of urgency and remediation works likely to follow in the short-term. High risk Harm is likely to arise to a designated receptor from an identified hazard at the site without remediation action. Realisation of the risk is likely to present a substantial liability to the site owner/or occupier. Investigation is required as a matter of urgency to clarify the risk. Remediation works may be necessary in the short-term and are likely over the longer term. Moderate risk It is possible that harm could arise to a designated receptor from an identified hazard. However, it is either relatively unlikely that any such harm would be severe, and if any harm were to occur it is more likely, that the harm would be relatively mild. Further investigative work is normally required to clarify the risk and to determine the potential liability to site owner/occupier. Some remediation works may be required in the longer term. Low risk It is possible that harm could arise to a designated receptor from identified hazard, but it is likely at worst, that this harm if realised would normally be mild. It is unlikely that the site owner/or occupier would face substantial liabilities from such a risk. Further investigative work (which is likely to be limited) to clarify the risk may be required. Any subsequent remediation works are likely to be relatively limited. Very low risk It is a low possibility that harm could arise to a designated receptor, but it is likely at worst, that the harm if realised would normally be mild or minor. No potential risk There is no potential risk if no pollution linkage has been established.
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LIMITATIONS
Environmental & Geotechnical Interpretative Reports
1. This report provides available factual data for the site obtained only from the sources described in
the text and related to the site on the basis of the location information provided by the client.
2. Where any data or information supplied by the client or other external source, including that from
previous studies, has been used, it has been assumed that the information is correct. No
responsibility can be accepted by CampbellReith for inaccuracies within this data or information. In
relation to historic maps the accuracy of maps cannot be guaranteed and it should be recognized
that different conditions on site may have existed between and subsequent to the various map
surveys.
3. This report is limited to those aspects of historical land use and enquiries related to environmental
matters reported on and no liability is accepted for any other aspects. The opinions expressed
cannot be absolute due to the limit of time and resources implicit within the agreed brief and the
possibility of unrecorded previous uses of the site and adjacent land.
4. The material encountered and samples obtained during on-site investigations represent only a small
proportion of the materials present on the site. There may be other conditions prevailing at the site
which have not been revealed and which have therefore not been taken into account in this report.
These risks can be minimised and reduced by additional investigations. If significant variations
become evident, additional specialist advice should be sought to assess the implications of these few
findings.
5. The generalised soil conditions described in the text are intended to convey trends in subsurface
conditions. The boundaries between strata are approximate and have been developed on
interpretations of the exploration locations and samples collected.
6. Water level and gas readings have been taken at times and under conditions stated on the
exploration logs. It must be noted that fluctuations in the level of groundwater or gas may occur due
to a variety of factors which may differ from those prevailing at the time the measurements were
taken.
7. Please note that CampbellReith cannot accept any liability for observations or opinions expressed
regarding the absence or presence of asbestos or on any product or waste that may contain
asbestos. We recommend that an asbestos specialist, with appropriate professional indemnity
insurance, is employed directly by the client in every case where asbestos may be present on the
site or within the buildings or installations. Any comments made in this report with respect to
asbestos, or asbestos containing materials, are only included to assist the client with the initial
appraisal of the project and should not be relied upon in any way.
8. The findings and opinions expressed are relevant to those dates of the reported site work and should
not be relied upon to represent conditions at substantially later dates.
9. This report is produced solely for the benefit of the client, and no liability is accepted for any reliance
placed upon it by any other party unless specifically agreed in writing.
North Quay Area, Great Yarmouth Geoenvironmental and Geotechnical Desktop Study
13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 Appendices
Appendix A: Figures
Figure 1: Site Location
Figure 2: Site Layout
© Campbell Reith Hill LLP 2019
North Quay Area, Great Yarmouth
Client: Great Yarmouth Borough Council
© CampbellReith 2017
Figure 3 1:50,000 Geological Map ExtractsLONDON 020 7340 1700REDHILL 01737 784 500BRISTOL 0117 916 1066
•
•
•
MANCHESTER 0161 819 3060BIRMINGHAM 0121 766 8009
www.campbellreith.com
NOT TO SCALE
Approximate Site Location
British Geological Survey © NERC. All Rights Reserved 2018.Extract from the 1:50,000 Ordnance Survey Map
North Quay Area, Great Yarmouth
Client: Great Yarmouth Borough Council
© CampbellReith 2017
Figure 4 1:50,000 Geological Map ExtractsLONDON 020 7340 1700REDHILL 01737 784 500BRISTOL 0117 916 1066
•
•
•
MANCHESTER 0161 819 3060BIRMINGHAM 0121 766 8009
www.campbellreith.com
NOT TO SCALE
British Geological Survey © NERC. All Rights Reserved 2018.Extract from the 1:50,000 Ordnance Survey Map
North Quay Area, Great Yarmouth Geoenvironmental and Geotechnical Desktop Study
13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 Appendices
Appendix B: Desk Study Information
Groundsure Insight Report 6Alpha Detailed UXO Assessment available electronically upon request
Campbell Reith
Raven House, 29 Linkfield Lane, Redhill, RH1 1SS
Groundsure Reference:
GS-6083300
Your Reference: 13251LQGtech
Report Date 7 Jun 2019
Report Delivery Method:
Email - pdf
Enviro Insight
Address: North Quay Area, Great Yarmouth, NR30,
Dear Sir/ Madam,
Thank you for placing your order with Groundsure. Please find enclosed the Groundsure Enviro Insight as requested.
If you need any further assistance, please do not hesitate to contact our helpline on 08444 159000 quoting the above Groundsure reference number.
Yours faithfully,
Managing DirectorGroundsure Limited
Enc.Groundsure Enviroinsight
Enviro InsightAddress: North Quay Area, Great Yarmouth, NR30,
Date: 7 Jun 2019
Reference: GS-6083300
Client: Campbell Reith
NW N NE
W E
SW S SE
Aerial Photograph Capture date: 28-Aug-2017Grid Reference: 652049,307866Site Size: 4.5482ha
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Contents PageContents Page 3Overview of Findings 6Using this report 101. Historical Land Use 111. Historical Industrial Sites 12
1.1 Potentially Contaminative Uses identified from 1:10,000 scale Mapping........................................................121.2 Additional Information – Historical Tank Database...............................................................................................161.3 Additional Information – Historical Energy Features Database..........................................................................191.4 Additional Information – Historical Petrol and Fuel Site Database....................................................................221.5 Additional Information – Historical Garage and Motor Vehicle Repair Database............................................231.6 Historical military sites................................................................................................................................................ 251.7 Potentially Infilled Land.............................................................................................................................................. 25
2. Environmental Permits, Incidents and Registers Map 272. Environmental Permits, Incidents and Registers 28
2.1 Industrial Sites Holding Licences and/or Authorisations......................................................................................282.1.1 Records of historic IPC Authorisations within 500m of the study site:...........................................................................282.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:...................................................282.1.3 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:............................................................................................................................................................................................282.1.4 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:...........................................282.1.5 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:.............................................282.1.6 Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site: ..................................292.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations:..............................................................................302.1.8 Records of Licensed Discharge Consents within 500m of the study site:.......................................................................302.1.9 Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site: ............................................................................................................................................................................................342.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site:.............34
2.2 Dangerous or Hazardous Sites.................................................................................................................................. 352.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents...............................................35
2.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:.............................................352.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:.............................................36
2.4 Sites Determined as Contaminated Land under Part 2A EPA 1990...................................................................363. Landfill and Other Waste Sites Map 373. Landfill and Other Waste Sites 38
3.1 Landfill Sites.................................................................................................................................................................. 383.1.1 Records from Environment Agency/Natural Resources Wales landfill data within 1000m of the study site: .......383.1.2 Records of Environment Agency/Natural Resources Wales historic landfill sites within 1500m of the study site: ...............................................................................................................................................................................................................383.1.3 Records of BGS/DoE non-operational landfill sites within 1500m of the study site:...................................................383.1.4 Records of Landfills from Local Authority and Historical Mapping Records within 1500m of the study site:.........39
3.2 Other Waste Sites......................................................................................................................................................... 393.2.1 Records of waste treatment, transfer or disposal sites within 500m of the study site: ..............................................393.2.2 Records of Environment Agency/Natural Resources Wales licensed waste sites within 1500m of the study site: ...............................................................................................................................................................................................................39
4. Current Land Use Map 444. Current Land Uses 45
4.1 Current Industrial Data................................................................................................................................................ 454.2 Petrol and Fuel Sites.................................................................................................................................................... 484.3 National Grid High Voltage Underground Electricity Transmission Cables.....................................................494.4 National Grid High Pressure Gas Transmission Pipelines.....................................................................................49
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5. Geology 505.1 Artificial Ground and Made Ground.......................................................................................................................... 505.2 Superficial Ground and Drift Geology ..................................................................................................................... 505.3 Bedrock and Solid Geology ........................................................................................................................................ 50
6 Hydrogeology and Hydrology 516a. Aquifer Within Superficial Geology 516b. Aquifer Within Bedrock Geology and Abstraction Licences 526c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licences 536d. Hydrogeology – Source Protection Zones within confined aquifer 546e. Hydrology – Watercourse Network and River Quality 556.Hydrogeology and Hydrology 56
6.1 Aquifer within Superficial Deposits........................................................................................................................... 566.2 Aquifer within Bedrock Deposits............................................................................................................................... 566.3 Groundwater Abstraction Licences........................................................................................................................... 576.4 Surface Water Abstraction Licences......................................................................................................................... 586.5 Potable Water Abstraction Licences........................................................................................................................ 586.6 Source Protection Zones............................................................................................................................................. 586.7 Source Protection Zones within Confined Aquifer.................................................................................................586.8 Groundwater Vulnerability and Soil Leaching Potential.......................................................................................596.9 River Quality.................................................................................................................................................................. 59
6.9.1 Biological Quality:....................................................................................................................................................................596.9.2 Chemical Quality:.....................................................................................................................................................................59
6.10 Ordnance Survey MasterMap Water Network.....................................................................................................596.11 Surface Water Features............................................................................................................................................ 66
7a. Environment Agency/Natural Resources Wales Flood Map for Planning (from rivers and the sea)67
7b. Environment Agency/Natural Resources Wales Risk of Flooding from Rivers and the Sea (RoFRaS) Map 687 Flooding 69
7.1 River and Coastal Zone 2 Flooding........................................................................................................................... 697.2 River and Coastal Zone 3 Flooding........................................................................................................................... 697.3 Risk of Flooding from Rivers and the Sea (RoFRaS) Flood Rating......................................................................697.4 Flood Defences............................................................................................................................................................. 707.5 Areas benefiting from Flood Defences.....................................................................................................................707.6 Areas benefiting from Flood Storage....................................................................................................................... 707.7 Groundwater Flooding Susceptibility Areas............................................................................................................717.8 Groundwater Flooding Confidence Areas................................................................................................................ 71
8. Designated Environmentally Sensitive Sites Map 728. Designated Environmentally Sensitive Sites 73
8.1 Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site:....................................738.2 Records of National Nature Reserves (NNR) within 2000m of the study site:.................................................738.3 Records of Special Areas of Conservation (SAC) within 2000m of the study site:..........................................738.4 Records of Special Protection Areas (SPA) within 2000m of the study site:....................................................748.5 Records of Ramsar sites within 2000m of the study site:.....................................................................................748.6 Records of Ancient Woodland within 2000m of the study site: .........................................................................748.7 Records of Local Nature Reserves (LNR) within 2000m of the study site:........................................................748.8 Records of World Heritage Sites within 2000m of the study site:......................................................................758.9 Records of Environmentally Sensitive Areas within 2000m of the study site: ................................................758.10 Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site: ......................758.11 Records of National Parks (NP) within 2000m of the study site: .....................................................................758.12 Records of Nitrate Sensitive Areas within 2000m of the study site:................................................................758.13 Records of Nitrate Vulnerable Zones within 2000m of the study site:...........................................................76
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8.14 Records of Green Belt land within 2000m of the study site:.............................................................................769. Natural Hazards Findings 77
9.1 Detailed BGS GeoSure Data....................................................................................................................................... 779.1.1 Shrink Swell...............................................................................................................................................................................779.1.2 Landslides..................................................................................................................................................................................779.1.3 Soluble Rocks............................................................................................................................................................................779.1.4 Compressible Ground..............................................................................................................................................................789.1.5 Collapsible Rocks......................................................................................................................................................................789.1.6 Running Sand............................................................................................................................................................................78
9.2 Radon.............................................................................................................................................................................. 799.2.1 Radon Affected Areas..............................................................................................................................................................799.2.2 Radon Protection.....................................................................................................................................................................79
10. Mining 8010.1 Coal Mining.................................................................................................................................................................. 8010.2 Non-Coal Mining......................................................................................................................................................... 8010.3 Brine Affected Areas ................................................................................................................................................. 80
Contact Details 81Standard Terms and Conditions 83
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Overview of FindingsFor further details on each dataset, please refer to each individual section in the main report as listed. Where the database has been searched a numerical result will be recorded. Where the database has not been searched '-' will be recorded.
Section 1: Historical Industrial Sites On-site 0-50 51-250 251-500
1.1 Potentially Contaminative Uses identified from 1:10,000 scale mapping
33 10 78 81
1.2 Additional Information – Historical Tank Database 4 1 41 64
1.3 Additional Information – Historical Energy Features Database 0 9 41 94
1.4 Additional Information – Historical Petrol and Fuel Site Database
0 0 2 0
1.5 Additional Information – Historical Garage and Motor Vehicle Repair Database
6 1 12 58
1.6 Historical military sites 0 0 0 0
1.7 Potentially Infilled Land 17 2 16 17
Section 2: Environmental Permits, Incidents and Registers
On-site 0-50m 51-250 251-500
2.1 Industrial Sites Holding Environmental Permits and/or Authorisations
2.1.1 Records of historic IPC Authorisations 0 0 0 0
2.1.2 Records of Part A(1) and IPPC Authorised Activities 0 0 0 0
2.1.3 Records of Red List Discharge Consents 0 0 0 0
2.1.4 Records of List 1 Dangerous Substances Inventory sites 0 0 0 0
2.1.5 Records of List 2 Dangerous Substances Inventory sites 0 0 1 7
2.1.6 Records of Part A(2) and Part B Activities and Enforcements 0 0 2 3
2.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations
0 0 0 0
2.1.8 Records of Licensed Discharge Consents 0 1 21 13
2.1.9 Records of Water Industry Referrals 0 0 0 1
2.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site
0 0 0 1
2.2 Records of COMAH and NIHHS sites 0 0 0 1
2.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents
2.3.1 National Incidents Recording System, List 2 0 0 0 10
2.3.2 National Incidents Recording System, List 1 0 0 0 0
2.4 Sites Determined as Contaminated Land under Part 2A EPA 1990
0 0 0 0
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Section 3: Landfill and Other Waste Sites On-site 0-50m 51-250 251-500 501-10001000-1500
3.1 Landfill Sites
3.1.1 Environment Agency/Natural Resources Wales Registered Landfill Sites
0 0 0 0 0 Not searched
3.1.2 Environment Agency/Natural Resources Wales Historic Landfill Sites
0 0 0 1 0 0
3.1.3 BGS/DoE Landfill Site Survey 0 0 0 0 0 1
3.1.4 Records of Landfills in Local Authority and Historical Mapping Records
0 0 0 2 0 0
3.2 Landfill and Other Waste Sites Findings
3.2.1 Operational and Non-Operational Waste Treatment, Transfer and Disposal Sites
0 0 0 3 Not searched Not searched
3.2.2 Environment Agency/Natural Resources Wales Licensed Waste Sites
0 0 0 2 0 17
Section 4: Current Land Use On-site 0-50m 51-250 251-500
4.1 Current Industrial Sites Data 27 8 43 Not searched
4.2 Records of Petrol and Fuel Sites 0 0 1 3
4.3 National Grid Underground Electricity Cables 0 0 0 0
4.4 National Grid Gas Transmission Pipelines 0 0 0 0
Section 5: Geology
5.1 Records of Artificial Ground and Made Ground present beneath the study site
Identified
5.2 Records of Superficial Ground and Drift Geology present beneath the study site
Identified
5.3 For records of Bedrock and Solid Geology beneath the study site see the detailed findings section.
Section 6: Hydrogeology and Hydrology 0-500m
6.1 Records of Strata Classification in the Superficial Geology within 500m of the study site
Identified
6.2 Records of Strata Classification in the Bedrock Geology within 500m of the study site
Identified
On-site 0-50m 51-250 251-500 501-10001000-2000
6.3 Groundwater Abstraction Licences (within 2000m of the study site)
0 0 0 0 0 6
6.4 Surface Water Abstraction Licences (within 2000m of the study site)
0 0 0 0 1 0
6.5 Potable Water Abstraction Licences (within 2000m of the study site)
0 0 0 0 0 0
6.6 Source Protection Zones (within 500m of the study site) 0 0 0 0 Not searched Not searched
6.7 Source Protection Zones within Confined Aquifer 0 0 0 0 Not searched Not searched
6.8 Groundwater Vulnerability and Soil Leaching Potential (within 500m of the study site)
1 0 2 0 Not searched Not searched
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Section 6: Hydrogeology and Hydrology 0-500m
On-site 0-50m 51-250 251-500 501-10001000-1500
6.9 Environment Agency/Natural Resources Wales information on river quality within 1500m of the study site
No No No No No No
6.10 Ordnance Survey MasterMap Water Network entries within 500m of the site
0 4 2 64 Not searched Not searched
6.11 Surface water features within 250m of the study site Yes Yes Yes Not searched Not searched Not searched
Section 7: Flooding
7.1 Enviroment Agency Zone 2 floodplains within 250m of the study site
Identified
7.2 Environment Agency/Natural Resources Wales Zone 3 floodplains within 250m of the study site
Identified
7.3 Risk of flooding from Rivers and the Sea (RoFRaS) rating for the study site
High
7.4 Flood Defences within 250m of the study site Identified
7.5 Areas benefiting from Flood Defences within 250m of the study site
None identified
7.6 Areas used for Flood Storage within 250m of the study site None identified
7.7 Maximum BGS Groundwater Flooding susceptibility within 50m of the study site
Limited potential
7.8 BGS confidence rating for the Groundwater Flooding susceptibility areas
Low
Section 8: Designated Environmentally Sensitive Sites
On-site 0-50m 51-250 251-500 501-10001000-2000
8.1 Records of Sites of Special Scientific Interest (SSSI) 0 0 0 1 0 2
8.2 Records of National Nature Reserves (NNR) 0 0 0 0 0 0
8.3 Records of Special Areas of Conservation (SAC) 0 0 0 0 0 1
8.4 Records of Special Protection Areas (SPA) 1 0 0 1 0 3
8.5 Records of Ramsar sites 0 0 0 1 0 0
8.6 Records of Ancient Woodlands 0 0 0 0 0 0
8.7 Records of Local Nature Reserves (LNR) 0 0 0 1 0 0
8.8 Records of World Heritage Sites 0 0 0 0 0 0
8.9 Records of Environmentally Sensitive Areas 0 0 0 1 0 0
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Section 8: Designated Environmentally Sensitive Sites
On-site 0-50m 51-250 251-500 501-10001000-2000
8.10 Records of Areas of Outstanding Natural Beauty (AONB) 0 0 0 0 0 0
8.11 Records of National Parks 1 0 0 0 0 2
8.12 Records of Nitrate Sensitive Areas 0 0 0 0 0 0
8.13 Records of Nitrate Vulnerable Zones 1 0 0 0 0 2
8.14 Records of Green Belt land 0 0 0 0 0 0
Section 9: Natural Hazards
9.1 Maximum risk of natural ground subsidence Moderate
9.1.1 Maximum Shrink-Swell hazard rating identified on the study site
Low
9.1.2 Maximum Landslides hazard rating identified on the study site
Very Low
9.1.3 Maximum Soluble Rocks hazard rating identified on the study site
Negligible
9.1.4 Maximum Compressible Ground hazard rating identified on the study site
Moderate
9.1.5 Maximum Collapsible Rocks hazard rating identified on the study site
Negligible
9.1.6 Maximum Running Sand hazard rating identified on the study site
Moderate
9.2 Radon
9.2.1 Is the property in a Radon Affected Area as defined by the Health Protection Agency (HPA) and if so what percentage of homes are above the Action Level?
The site is not in a Radon Affected Area, as less than 1% of properties are above the Action Level.
9.2.2 Is the property in an area where Radon Protection are required for new properties or extensions to existing ones as described in publication BR211 by the Building Research Establishment?
No radon protective measures are necessary.
Section 10: Mining
10.1 Coal mining areas within 75m of the study site None identified
10.2 Non-Coal Mining areas within 50m of the study site boundary None identified
10.3 Brine affected areas within 75m of the study site None identified
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Using this reportThe following report is designed by Environmental Consultants for Environmental Professionals bringing together the most up-to-date market leading environmental data. This report is provided under and subject to the Terms & Conditions agreed between Groundsure and the Client. The document contains the following sections:
1. Historical Industrial SitesProvides information on past land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. Potentially Infilled Land features are also included. This search is conducted using radii of up to 500m.
2. Environmental Permits, Incidents and RegistersProvides information on Regulated Industrial Activities and Pollution Incidents as recorded by Regulatory Authorit-ies, and sites determined as Contaminated Land. This search is conducted using radii up to 500m.
3. Landfills and Other Waste SitesProvides information on landfills and other waste sites that may pose a risk to the study site. This search is conduc -ted using radii up to 1500m.
4. Current Land UsesProvides information on current land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. These searches are conducted using radii of up to 500m. This includes information on potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure gas pipelines and un-derground electricity transmission lines.
5. GeologyProvides information on artificial and superficial deposits and bedrock beneath the study site.
6. Hydrogeology and HydrologyProvides information on productive strata within the bedrock and superficial geological layers, abstraction licences, Source Protection Zones (SPZs) and river quality. These searches are conducted using radii of up to 2000m.
7. FloodingProvides information on river and coastal flooding, flood defences, flood storage areas and groundwater flood areas. This search is conducted using radii of up to 250m.
8. Designated Environmentally Sensitive Sites Provides information on the Sites of Special Scientific Interest (SSSI), National Nature Reserves (NNR), Special Areas of Conservation (SAC), Special Protection Areas (SPA), Ramsar sites, Local Nature Reserves (LNR), Areas of Outstanding Natural Beauty (AONB), National Parks (NP), Environmentally Sensitive Areas, Nitrate Sensitive Areas, Nitrate Vulnerable Zones and World Heritage Sites and Scheduled Ancient Woodland. These searches are conduc-ted using radii of up to 2000m.
9. Natural HazardsProvides information on a range of natural hazards that may pose a risk to the study site. These factors include nat -ural ground subsidence and radon..
10. MiningProvides information on areas of coal and non-coal mining and brine affected areas.
11. ContactsThis section of the report provides contact points for statutory bodies and data providers that may be able to provide further information on issues raised within this report. Alternatively, Groundsure provide a free Technical Helpline (08444 159000) for further information and guidance.
Note: MapsOnly certain features are placed on the maps within the report. All features represented on maps found within this search are given an identification number. This number identifies the feature on the mapping and correlates it to the additional information provided below. This identification number precedes all other information and takes the following format -Id: 1, Id: 2, etc. Where numerous features on the same map are in such close proximity that the numbers would obscure each other a letter identifier is used instead to represent the features. (e.g. Three features which overlap may be given the identifier “A” on the map and would be identified separately as features 1A, 3A, 10A on the data tables provided). Where a feature is reported in the data tables to a distance greater than the map area, it is noted in the data table as “Not Shown”. All distances given in this report are in Metres (m). Directions are given as compass headings such as N: North, E: East, NE: North East from the nearest point of the study site boundary.
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1. Historical Land UseNW N NE
W E
SW S SE© Crown copyright and database rights 2019.
Ordnance Survey licence 100035207.
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1. Historical Industrial Sites1.1 Potentially Contaminative Uses identified from 1:10,000 scale Mapping
The systematic analysis of data extracted from standard 1:10,560 and 1:10,000 scale historical maps provides the following information:
Records of sites with a potentially contaminative past land use within 500m of the search boundary: 202
ID Distance [m] Direction Use Date
1A 0 On Site Unspecified Wharf 1946
2A 0 On Site Unspecified Wharf 1904
3B 0 On Site Unspecified Wharf 1946
4B 0 On Site Unspecified Wharf 1904
5C 0 On Site Railway Sidings 1884
6C 0 On Site Unspecified Wharf 1938
7C 0 On Site Unspecified Wharf 1938
8D 0 On Site Unspecified Wharf 1938
9D 0 On Site Unspecified Wharf 1938
10E 0 On Site Railway Sidings 1938
11E 0 On Site Railway Sidings 1884
12F 0 On Site Pump House 1938
13F 0 On Site Pump House 1946
14F 0 On Site Unspecified Wharves 1938
15F 0 On Site Unspecified Wharves 1938
16G 0 On Site Unspecified Wharves 1946
17G 0 On Site Unspecified Wharves 1904
18H 0 On Site Unspecified Tanks 1978
19H 0 On Site Unspecified Tanks 1988
20C 0 On Site Railway Sidings 1901
21H 0 On Site Unspecified Wharf 1926
22H 0 On Site Unspecified Foundry 1884
23H 0 On Site Unspecified Commercial/Industrial
1904
24H 0 On Site Unspecified Commercial/Industrial
1978
25H 0 On Site Unspecified Commercial/Industrial
1988
26DG 0 On Site Quay 1926
27I 0 On Site Railway Sidings 1904
28I 0 On Site Railway Sidings 1884
29I 0 On Site Railway Sidings 1926
30AH 0 On Site Railway Sidings 1952
31DH 0 On Site Unspecified Wharf 1904
32J 0 On Site Quay 1946
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33J 0 On Site Quay 1904
34 5 N Brewery 1926
35L 28 NW Malthouse 1884
36CT 29 NW Iron Foundry 1884
37K 31 NW Railway Sidings 1978
38K 31 NW Railway Sidings 1988
39 32 NW Railway Building 1884
40L 41 NW Railway Building 1988
41L 41 NW Railway Building 1978
42M 48 S Unspecified Wharf 1938
43M 48 S Unspecified Wharf 1938
44N 51 NW Railway Building 1978
45N 51 NW Railway Building 1988
46BA 62 N Railway Building 1904
47M 66 S Unspecified Wharf 1946
48M 76 S Unspecified Wharf 1904
49P 81 SW Unspecified Depot 1952
50O 81 NW Railway Station 1978
51O 81 NW Railway Station 1988
52O 81 NW Railway Station 1952
53O 81 NW Railway Station 1904
54O 81 NW Railway Station 1926
55O 81 NW Railway Station 1884
56P 85 SW Sawmill 1904
57Q 86 W Unspecified Wharf 1938
58Q 86 W Unspecified Wharf 1938
59R 88 NE Unspecified Depot 1988
60R 88 NE Unspecified Depot 1978
61Q 95 W Unspecified Wharf 1946
62Q 95 W Unspecified Wharf 1904
63P 96 SW Sawmill 1884
64S 101 SE Police Station 1988
65S 101 SE Police Station 1978
66O 101 N Railway Building 1952
67P 103 SW Sawmill 1901
68T 104 NW Railway Building 1884
69T 105 NW Railway Building 1904
70T 106 NW Railway Building 1978
71T 106 NW Railway Building 1988
72O 106 N Railway Building 1904
73O 106 N Railway Building 1926
74U 108 SE Quay 1946
75U 108 SE Quay 1904
76U 110 SE Railway Sidings 1938
77U 112 SE Railway Sidings 1904
78V 113 S Unspecified Wharf 1904
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79V 113 S Unspecified Wharf 1946
80 114 SE Railway Sidings 1946
81W 123 S Unspecified Wharf 1938
82W 123 S Unspecified Wharf 1938
83Y 129 S Corn Mill 1938
84X 138 SW Unspecified Commercial/Industrial
1978
85X 138 SW Unspecified Commercial/Industrial
1988
86BE 139 NW Railway Building 1904
87Y 140 S Corn Mill 1904
88Y 140 S Corn Mill 1946
89 145 SW Unspecified Depot 1952
90BX 146 NW Railway Building 1952
91U 147 SE Quay 1938
92U 147 SE Quay 1938
93 147 NE Unspecified Yard 1884
94Z 147 S Unspecified Tanks 1988
95Z 147 S Unspecified Tanks 1978
96BF 148 NW Railway Buildings 1952
97U 171 SE Quay 1978
98U 171 SE Quay 1988
99AA 207 NW Railway Building 1926
100AA 207 NW Oil Store 1904
101AA 209 NW Railway Building 1988
102AA 209 NW Railway Building 1978
103AA 209 NW Railway Building 1952
104AD 217 SE Railway Sidings 1884
105AB 217 SE Railway Sidings 1988
106AB 217 SE Railway Sidings 1978
107AC 224 S Unspecified Commercial/Industrial
1938
108AC 224 S Railway Sidings 1884
109AD 225 SE Railway Sidings 1946
110AE 226 S Timber Yard 1904
111AE 226 S Timber Yard 1946
112AF 226 S Railway Sidings 1904
113AF 226 S Railway Sidings 1946
114AI 233 S Railway Sidings 1952
115AM 233 S Unspecified Mills 1952
116AG 234 S Railway Building 1884
117AG 238 S Railway Building 1884
118AH 244 NW Railway Building 1978
119AH 244 NW Railway Buildings 1988
120 244 NW Engine Shed 1884
121AI 249 S Railway Sidings 1938
122AJ 254 S Corn Mill 1901
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123AC 257 S Railway Sidings 1901
124AK 257 S Railway Building 1884
125AC 258 S Railway Building 1884
126AJ 260 SW Corn Mill 1884
127AK 260 S Railway Building 1884
128 265 S Railway Station 1901
129AL 274 S Railway Building 1884
130AL 279 S Railway Building 1884
131AM 286 S Unspecified Mill 1938
132AE 287 S Sawmill 1978
133AI 301 S Railway Sidings 1884
134AN 306 NW Engine Shed 1904
135AN 306 NW Engine Shed 1926
136AN 307 NW Railway Building 1884
137AN 307 NW Railway Building 1988
138AN 307 NW Railway Building 1978
139AN 307 NW Railway Building 1952
140AE 307 S Unspecified Mill 1904
141AO 328 S Timber Yard 1938
142CK 333 S Corn Mill 1884
143AE 334 S Corn Mill 1901
144AO 336 S Unspecified Mill 1946
145AP 336 SE Quay 1946
146AP 336 SE Quay 1904
147AQ 337 S Railway Station 1938
148AQ 340 S Railway Station 1884
149AE 340 S Sawmill 1884
150 341 S Sawmill 1938
151AQ 341 S Railway Station 1952
152AO 342 S Unspecified Depot 1952
153AQ 343 S Railway Station 1904
154AQ 343 S Railway Station 1946
155AU 356 SW Corn Mill 1901
156AS 363 S Garage 1988
157AR 365 SW Malthouse 1884
158K 367 NW Unspecified Depots 1978
159K 367 NW Unspecified Depots 1988
160 369 S Sawmill 1901
161AR 375 SW Malthouse 1901
162AS 375 S Railway Building 1952
163 377 N Railway Station 1884
164AT 379 E Unspecified Warehouses 1978
165AT 379 E Unspecified Warehouses 1988
166DI 383 W Dock 1904
167AQ 386 S Railway Building 1952
168AT 391 E Unspecified Factory 1952
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169AT 392 E Unspecified Commercial/Industrial
1884
170AT 392 E Unspecified Commercial/Industrial
1904
171AU 394 SW Corn Mill 1884
172DJ 394 N Gravel Pit 1952
173AV 396 E Unspecified Tank 1904
174AV 396 E Unspecified Tank 1884
175 418 E Unspecified Yard 1884
176AW 425 E Unspecified Tank 1904
177AW 425 E Unspecified Tank 1884
178AX 428 NE Old Cemetery 1926
179AX 428 NE Old Cemetery 1904
180 430 S Railway Sidings 1901
181AX 431 NE Old Cemetery 1884
182BP 432 S Unspecified Depot 1952
183 433 E Unspecified Manufactory 1884
184CP 433 N Gravel Pit 1952
185AX 434 NE Cemetery 1978
186AX 434 NE Cemetery 1988
187AX 434 NE Old Cemetery 1952
188 446 S Barracks 1901
189AY 447 SE Unspecified Wharf 1938
190AY 447 SE Unspecified Wharf 1938
191 450 SW Ultramarine Factory 1978
192AY 450 S Unspecified Wharf 1904
193AY 450 S Unspecified Wharf 1946
194 452 NE Nursery 1884
195 456 SW Unspecified Factory 1988
196AI 464 S Timber Yard 1978
197AZ 477 SW Barrel Factory 1938
198AZ 481 SW Barrel Factory 1946
199AF 489 S Railway Buildings 1938
200BO 491 SW Unspecified Tank 1988
201AF 493 S Railway Building 1946
202 494 S Railway Sidings 1901
1.2 Additional Information – Historical Tank Database
The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.
Report Reference: GS-6083300Client Reference: 13251LQGtech
16
Records of historical tanks within 500m of the search boundary: 110
ID Distance (m) Direction Use Date
203F 0 On Site Unspecified Tank 1962
204F 0 On Site Unspecified Tank 1987
205F 0 On Site Unspecified Tank 1987
206F 0 On Site Unspecified Tank 1978
207 4 N Unspecified Tank 1905
208BA 68 NW Unspecified Tank 1976
209BA 68 NW Unspecified Tank 1963
210BA 69 NW Unspecified Tank 1986
211BB 72 N Unspecified Tank 1949
212BB 72 N Unspecified Tank 1949
213BA 73 NW Unspecified Tank 1962
214BA 73 NW Unspecified Tank 1978
215BA 73 NW Unspecified Tank 1987
216BA 73 NW Unspecified Tank 1991
217BC 86 E Unspecified Tank 1999
218BC 87 E Unspecified Tank 1983
219BD 104 W Unspecified Tank 1987
220BD 104 W Unspecified Tank 1978
221BD 104 W Unspecified Tank 1987
222BD 105 W Unspecified Tank 1962
223P 113 SW Unspecified Tank 1966
224 128 W Unspecified Tank 1949
225Z 144 SW Unspecified Tank 1978
226Z 144 SW Unspecified Tank 1990
227Z 145 SW Unspecified Tank 1971
228Z 145 SW Unspecified Tank 1966
229BE 147 NW Tanks 1956
230BE 147 NW Tanks 1949
231W 148 S Tanks 1978
232W 148 S Tanks 1990
233BF 177 NW Unspecified Tank 1949
234BF 177 NW Unspecified Tank 1956
235BF 179 NW Unspecified Tank 1949
236BF 179 NW Unspecified Tank 1956
237X 184 S Tanks 1978
238X 184 S Tanks 1990
239X 184 S Unspecified Tank 1971
240X 186 S Unspecified Tank 1978
241X 186 S Tanks 1986
242X 186 S Tanks 1990
243 237 SW Unspecified Tank 1887
Report Reference: GS-6083300Client Reference: 13251LQGtech
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244BG 241 SE Unspecified Tank 1999
245BG 241 SE Unspecified Tank 1983
246BG 241 SE Unspecified Tank 1969
247BG 242 SE Unspecified Tank 1981
248BG 242 SE Unspecified Tank 1990
249BH 257 N Unspecified Tank 1974
250BH 257 N Unspecified Tank 1989
251BH 257 N Unspecified Tank 1989
252BH 265 NW Tanks 1974
253BH 265 NW Tanks 1989
254BH 265 NW Tanks 1989
255AJ 270 SW Unspecified Tank 1905
256BI 283 N Unspecified Tank 1989
257BI 283 N Unspecified Tank 1989
258BI 283 N Unspecified Tank 1974
259BJ 312 SE Unspecified Tank 1983
260BJ 313 SE Unspecified Tank 1981
261AE 369 S Tanks 1966
262BK 390 E Gas Works 1887
263AV 392 E Unspecified Tank 1905
264AV 397 E Gasometer 1887
265AV 404 E Tanks 1949
266AV 406 E Unspecified Tank 1963
267AW 416 E Unspecified Tank 1949
268AW 417 E Unspecified Tank 1949
269BK 420 E Unspecified Tank 1949
270BK 420 E Unspecified Tank 1949
271AW 424 E Unspecified Tank 1905
272AW 426 E Gasometer 1887
273AS 426 S Unspecified Tank 1999
274AS 426 S Unspecified Tank 1986
275AS 426 S Unspecified Tank 1990
276BL 454 S Unspecified Tank 1949
277BL 454 S Unspecified Tank 1953
278BL 454 S Unspecified Tank 1949
279BM 464 SW Unspecified Tank 1978
280BM 465 SW Tanks 1999
281BM 465 SW Tanks 1986
282BM 465 SW Tanks 1990
283AY 469 S Unspecified Tank 1988
284AY 469 S Unspecified Tank 1987
285AY 469 S Unspecified Tank 1990
286AY 470 S Unspecified Tank 1977
287AY 471 S Unspecified Tank 1987
288AY 471 S Unspecified Tank 1988
289AY 471 S Unspecified Tank 1977
Report Reference: GS-6083300Client Reference: 13251LQGtech
18
290BN 474 S Unspecified Tank 1978
291BN 474 S Unspecified Tank 1987
292BN 474 S Unspecified Tank 1987
293BO 479 SW Tanks 1990
294BO 479 SW Tanks 1999
295BN 480 S Unspecified Tank 1949
296BN 480 S Unspecified Tank 1962
297BN 480 S Unspecified Tank 1978
298BN 480 S Unspecified Tank 1987
299BN 480 S Unspecified Tank 1987
300BN 481 S Unspecified Tank 1962
301BN 481 S Unspecified Tank 1949
302BP 483 S Unspecified Tank 1905
303AY 486 S Tanks 1966
304BQ 491 S Unspecified Tank 1963
305BQ 491 S Unspecified Tank 1949
306BQ 495 S Unspecified Tank 1949
307BQ 495 S Unspecified Tank 1956
308BQ 495 S Unspecified Tank 1953
309BO 498 SW Tanks 1978
310BO 498 SW Tanks 1990
311BO 498 SW Tanks 1986
312BO 499 SW Tanks 1986
1.3 Additional Information – Historical Energy Features Database
The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.
Records of historical energy features within 500m of the search boundary: 144
ID Distance (m) Direction Use Date
313BR 35 E Electricity Substation 1949
314BR 35 E Electricity Substation 1969
315BR 35 E Electricity Substation 1954
316BR 35 E Electricity Substation 1955
317BR 35 E Electricity Substation 1949
318BS 41 S Electricity Substation 1999
319BS 42 S Electricity Substation 1983
320BS 42 S Electricity Substation 1990
321BS 42 S Electricity Substation 1981
322BT 86 E Electricity Substation 1969
323BT 86 E Electricity Substation 1983
324BT 86 E Electricity Substation 1999
Report Reference: GS-6083300Client Reference: 13251LQGtech
19
325BT 87 E Electricity Substation 1981
326BT 87 E Electricity Substation 1990
327BU 90 E Electricity Substation 1954
328BU 90 E Electricity Substation 1955
329BU 91 E Electricity Substation 1949
330BU 91 E Electricity Substation 1949
331BV 123 N Electricity Substation 1989
332BV 123 N Electricity Substation 1989
333BV 123 N Electricity Substation 1990
334BV 123 N Electricity Substation 1990
335BW 135 SW Electricity Substation 1999
336BW 136 SW Electricity Substation 1978
337BW 136 SW Electricity Substation 1990
338BW 139 SW Electricity Substation 1949
339BW 139 SW Electricity Substation 1971
340BX 144 NW Electricity Substation 1989
341BX 144 NW Electricity Substation 1990
342BX 144 NW Electricity Substation 1990
343BX 144 NW Electricity Substation 1989
344BX 146 NW Electricity Substation 1974
345BZ 186 SE Electricity Substation 1981
346BY 186 NE Electricity Substation 1989
347BY 190 NE Electricity Substation 1990
348BY 191 NE Electricity Substation 1974
349BZ 192 SE Electricity Substation 1999
350BZ 193 SE Electricity Substation 1990
351BZ 193 SE Electricity Substation 1969
352BZ 193 SE Electricity Substation 1983
353CA 215 S Electricity Substation 1977
354CA 216 S Electricity Substation 1949
355CA 218 S Electricity Substation 1990
356CA 218 S Electricity Substation 1987
357CA 218 S Electricity Substation 1988
358CA 218 S Electricity Substation 1990
359CA 228 S Electricity Substation 1953
360CA 228 S Electricity Substation 1956
361CA 235 S Electricity Substation 1949
362CA 235 S Electricity Substation 1963
363CB 267 N Electricity Substation 1990
364CB 267 N Electricity Substation 1989
365CB 267 N Electricity Substation 1989
366CB 267 N Electricity Substation 1990
367CB 268 N Electricity Substation 1974
368CC 273 SE Electricity Substation 1999
369CC 273 SE Electricity Substation 1955
370CC 273 SE Electricity Substation 1954
Report Reference: GS-6083300Client Reference: 13251LQGtech
20
371CC 274 SE Electricity Substation 1983
372CC 274 SE Electricity Substation 1969
373CC 274 SE Electricity Substation 1949
374CC 275 SE Electricity Substation 1990
375CC 275 SE Electricity Substation 1981
376CD 282 SW Electricity Substation 1999
377CD 282 SW Electricity Substation 1978
378CD 283 SW Electricity Substation 1986
379CD 283 SW Electricity Substation 1990
380CE 290 E Electricity Substation 1990
381CE 290 E Electricity Substation 1990
382CE 290 E Electricity Substation 1989
383CE 290 E Electricity Substation 1989
384CE 291 E Electricity Substation 1974
385CE 295 E Electricity Substation 1949
386CE 296 E Electricity Substation 1949
387CE 296 E Electricity Substation 1953
388CF 300 SE Electricity Substation 1969
389CF 300 SE Electricity Substation 1955
390CF 300 SE Electricity Substation 1954
391CF 300 SE Electricity Substation 1949
392CG 323 NW Electricity Substation 1986
393CG 323 NW Electricity Substation 1989
394CH 326 SE Electricity Substation 1990
395CI 327 W Electricity Substation 1999
396CH 327 SE Electricity Substation 1999
397CI 328 W Electricity Substation 1990
398CJ 332 SW Electricity Substation 1967
399CJ 332 SW Electricity Substation 1978
400CJ 332 SW Electricity Substation 1949
401CJ 333 SW Electricity Substation 1999
402AE 333 S Electricity Substation 1977
403CJ 334 SW Electricity Substation 1986
404CJ 334 SW Electricity Substation 1990
405CK 338 S Electricity Substation 1988
406CK 338 S Electricity Substation 1987
407CK 338 S Electricity Substation 1990
408CK 338 S Electricity Substation 1990
409CL 338 W Electricity Substation 1978
410CL 338 W Electricity Substation 1990
411CK 338 S Electricity Substation 1977
412CL 339 W Electricity Substation 1999
413CL 340 W Electricity Substation 1971
414CM 372 SE Electricity Substation 1988
415CM 372 SE Electricity Substation 1987
416CM 372 SE Electricity Substation 1990
Report Reference: GS-6083300Client Reference: 13251LQGtech
21
417CM 372 SE Electricity Substation 1990
418CM 373 SE Electricity Substation 1977
419CN 382 SE Electricity Substation 1983
420CN 382 SE Electricity Substation 1999
421CN 390 SE Electricity Substation 1981
422CN 390 SE Electricity Substation 1990
423BK 390 E Gas Works 1887
424AV 397 E Gasometer 1887
425AR 409 SW Electricity Substation 1999
426AR 410 SW Electricity Substation 1978
427AR 410 SW Electricity Substation 1967
428AR 410 SW Electricity Substation 1986
429AR 410 SW Electricity Substation 1990
430CO 411 SE Electricity Substation 1981
431CO 411 SE Electricity Substation 1949
432CO 411 SE Electricity Substation 1991
433CO 411 SE Electricity Substation 1949
434AW 426 E Gasometer 1887
435BK 442 E Electricity Substation 1991
436AT 448 E Electricity Substation 1981
437CP 451 N Electricity Substation 1977
438CP 452 N Electricity Substation 1990
439BQ 483 S Electricity Substation 1990
440BQ 483 S Electricity Substation 1990
441BQ 483 S Electricity Substation 1987
442BQ 483 S Electricity Substation 1988
443BQ 484 S Electricity Substation 1977
444CQ 484 SW Electricity Substation 1967
445CQ 484 SW Electricity Substation 1978
446CQ 485 SW Electricity Substation 1999
447CQ 485 SW Electricity Substation 1990
448CQ 485 SW Electricity Substation 1986
449BM 489 SW Electricity Substation 1999
450BO 493 SW Electricity Substation 1990
451CR 494 SW Electricity Substation 1967
452CR 494 SW Electricity Substation 1978
453CR 495 SW Electricity Substation 1990
454CR 495 SW Electricity Substation 1986
455CR 495 SW Electricity Substation 1999
456CR 496 SW Electricity Substation 1986
1.4 Additional Information – Historical Petrol and Fuel Site Database
The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.
Report Reference: GS-6083300Client Reference: 13251LQGtech
22
Records of historical petrol stations and fuel sites within 500m of the search boundary: 2
ID Distance (m) Direction Use Date
457T 90 NW Filling Station 1989
458BE 101 NW Petrol Storage Depot 1956
1.5 Additional Information – Historical Garage and Motor Vehicle Repair Database
The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.
Records of historical garage and motor vehicle repair sites within 500m of the search boundary: 77
ID Distance (m) Direction Use Date
459E 0 On Site Garage 1969
460CS 0 On Site Garage 1960
461CS 0 On Site Garage 1954
462CS 0 On Site Garage 1955
463 0 On Site Garage 1969
464CS 0 On Site Garage 1963
465CT 25 NW Garage 1990
466P 88 SW Servicing Depot 1971
467CU 137 N Garage 1990
468CU 137 N Garage 1990
469CV 193 N Garage 1990
470CV 193 N Garage 1990
471 204 NE Garage 1967
472CW 240 N Garage 1990
473CW 240 N Garage 1990
474CW 240 N Garage 1989
475CW 240 N Garage 1989
476BH 247 N Coach Works 1949
477BH 247 N Coach Works 1949
478CW 291 N Garage 1949
479CX 300 NE Garage 1949
480CX 300 NE Garage 1967
481CX 304 NE Garage 1989
482CX 304 NE Garage 1989
483CX 304 NE Garage 1990
484CX 304 NE Garage 1990
485CX 305 NE Garage 1965
486CX 305 NE Garage 1953
487CX 305 NE Garage 1974
Report Reference: GS-6083300Client Reference: 13251LQGtech
23
488CX 305 NE Garage 1949
489CW 306 N Garage 1965
490CW 306 N Garage 1974
491CW 306 N Garage 1953
492CW 306 N Garage 1949
493 306 N Garage 1967
494CY 331 E Garage 1963
495CY 331 E Garage 1949
496CY 331 E Garage 1958
497CZ 356 NE Garage 1989
498CZ 356 NE Garage 1989
499CZ 357 NE Garage 1974
500CZ 367 NE Garage 1965
501CZ 367 NE Garage 1953
502CZ 367 NE Garage 1949
503CZ 367 NE Garage 1949
504CZ 367 NE Garage 1967
505AS 387 S Garage 1977
506AS 402 S Garage 1967
507AS 402 S Garage 1978
508AS 403 S Garage 1990
509AS 403 S Garage 1986
510AS 403 S Garage 1999
511AS 410 S Garage 1990
512AS 410 S Garage 1988
513AS 410 S Garage 1990
514AS 410 S Garage 1987
515AS 410 S Garage 1966
516DA 410 E Garage 1963
517DA 411 E Garage 1958
518DB 433 S Garage 1966
519DB 433 S Garage 1953
520DB 433 S Garage 1956
521DB 433 S Garage 1963
522DC 447 N Garage 1996
523DC 458 N Coach Works 1949
524DD 471 E Garage 1963
525DD 472 E Garage 1958
526 473 E Garage 1966
527DE 473 NE Garage 1990
528DE 473 NE Garage 1989
529DE 473 NE Garage 1989
530DE 473 NE Garage 1990
531DF 475 NE Garage 1949
532DF 475 NE Garage 1967
533DF 475 NE Garage 1965
Report Reference: GS-6083300Client Reference: 13251LQGtech
24
534DF 475 NE Garage 1953
535DF 475 NE Garage 1949
1.6 Historical military sites
Certain military installations were not noted on historic mapping for security reasons. Whilst not all military land is necessarily of concern, Groundsure has researched and digitised a number of Ordnance Factories and other military industrial features (e.g. Ordnance Depots, Munitions Testing Grounds) which may be of contaminative concern. This research was drawn from a number of different sources, and should not be regarded as a definitive or exhaustive database of potentially contaminative military installations. The boundaries of sites within this database have been estimated from the best evidence available to Groundsure at the time of compilation.
Records of historical military sites within 500m of the search boundary: 0
Database searched and no data found.
1.7 Potentially Infilled Land
Records of Potentially Infilled Features from 1:10,000 scale mapping within 500m of the study site: 52
The following Historical Potentially Infilled Features derived from the Historical Mapping information is provided by Groundsure:
ID Distance(m) Direction Use Date
536DG 0 On Site Quay 1926
537H 0 On Site Unspecified Wharf 1926
538DH 0 On Site Unspecified Wharf 1904
539F 0 On Site Unspecified Wharves 1904
540F 0 On Site Unspecified Wharves 1946
541B 0 On Site Unspecified Wharf 1938
542C 0 On Site Unspecified Wharf 1938
543F 0 On Site Unspecified Wharves 1938
544A 0 On Site Unspecified Wharf 1904
545A 0 On Site Unspecified Wharf 1946
546B 0 On Site Unspecified Wharf 1904
547B 0 On Site Unspecified Wharf 1946
548J 0 On Site Quay 1946
549J 0 On Site Quay 1904
550F 0 On Site Unspecified Wharves 1938
551B 0 On Site Unspecified Wharf 1938
552C 0 On Site Unspecified Wharf 1938
553M 48 S Unspecified Wharf 1938
554M 48 S Unspecified Wharf 1938
555M 66 S Unspecified Wharf 1946
556M 76 S Unspecified Wharf 1904
557Q 86 W Unspecified Wharf 1938
558Q 86 W Unspecified Wharf 1938
559Q 95 W Unspecified Wharf 1946
560Q 95 W Unspecified Wharf 1904
Report Reference: GS-6083300Client Reference: 13251LQGtech
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561U 108 SE Quay 1904
562U 108 SE Quay 1946
563V 113 S Unspecified Wharf 1904
564V 113 S Unspecified Wharf 1946
565Z 123 S Unspecified Wharf 1938
566Z 123 S Unspecified Wharf 1938
567U 147 SE Quay 1938
568U 147 SE Quay 1938
569U 171 SE Quay 1978
570U 171 SE Quay 1988
571AP 336 SE Quay 1904
572AP 336 SE Quay 1946
573 377 NW Pond 1978
574DI 383 W Dock 1904
575 386 NW Pond 1884
576DJ 394 N Gravel Pit 1952
577AX 428 NE Old Cemetery 1926
578AX 428 NE Old Cemetery 1904
579AX 431 NE Old Cemetery 1884
580CP 433 N Gravel Pit 1952
581AX 434 NE Cemetery 1988
582AX 434 NE Cemetery 1978
583AX 434 NE Old Cemetery 1952
584AY 447 SE Unspecified Wharf 1938
585AY 447 SE Unspecified Wharf 1938
586AY 450 S Unspecified Wharf 1946
587AY 450 S Unspecified Wharf 1904
Report Reference: GS-6083300Client Reference: 13251LQGtech
26
2. Environmental Permits, Incidents and Registers Map
NW N NE
W E
SW S SE© Crown copyright and database rights 2019.
Ordnance Survey licence 100035207.
Report Reference: GS-6083300Client Reference: 13251LQGtech
27
2. Environmental Permits, Incidents and Registers2.1 Industrial Sites Holding Licences and/or Authorisations
Searches of information provided by the Environment Agency/Natural Resources Wales and Local Authorities reveal the following information:
2.1.1 Records of historic IPC Authorisations within 500m of the study site:
0
Database searched and no data found.
2.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:
0
Database searched and no data found.
2.1.3 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:
0
Database searched and no data found.
2.1.4 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:
0
Database searched and no data found.
2.1.5 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:
8
The following List 2 Dangerous Substance Inventory Site records are represented as points on the Environmental Permits, Incidents and Registers Map:
ID Distance (m)
Direction NGR Details
11 202 E 652350 Name: Northgate Street Launderette Authorised Substances: pH
Report Reference: GS-6083300Client Reference: 13251LQGtech
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ID Distance (m)
Direction NGR Details
308120Status: Not Active
Receiving Water: Na
12 328 N652230308390
Name: Desira Motor CompanyStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
13B 373 NE652460308280
Name: Arthur Jary & Sons LtdStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
14B 373 NE652460308280
Name: Arthur Jary & Sons LtdStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
15B 373 NE652460308280
Name: Arthur Jary & Sons LtdStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
16I 396 NE652410308370
Name: Northgate Filling StationStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
17 401 S651900307300
Name: Pasta Foods LimitedStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
18 478 SW651800307260
Name: Pasta Foods LimitedStatus: Not Active
Receiving Water: NaAuthorised Substances: pH
2.1.6 Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site:
5
The following Part A(2) and Part B Activities are represented as points on the Environmental Permits, Incidents and Registers Map:
IDDistance
(m)Direction NGR Details
54 123 NE652254308139
Address: Northgate Filling Station, Northgate Street, Great Yarmouth,
NR31 1DAProcess: Unloading of Petrol into
Storage at Service StationsStatus: Historical Permit
Permit Type: Part B
Enforcement: No Enforcements NotifiedDate of Enforcement: No Enforcements
NotifiedComment: No Enforcements Notified
55 132 N651932308092
Address: Asda Stores Ltd, Acle New Road, Runham Vauxhall, Great
Yarmouth, NR30 1SFProcess: Unloading of Petrol into
Storage at Service StationsStatus: Current Permit
Permit Type: Part B
Enforcement: No Enforcements NotifiedDate of Enforcement: No Enforcements
NotifiedComment: No Enforcements Notified
56 410 E 652604307741
Address: Spick & Span Ltd, 6 Middle Market Road, Gt.Yarmouth, Norfolk,
NR30 2DProcess: Dry Cleaning
Status: Historical PermitPermit Type: Part B
Enforcement: No Enforcements NotifiedDate of Enforcement: No Enforcements
NotifiedComment: No Enforcements Notified
57I 425 NE 652436308386
Address: St Albans Operating Company, Northgate Filling Station, Northgate Street, Great Yarmouth, NR30 1DAProcess: Unloading of Petrol into
Enforcement: No Enforcements NotifiedDate of Enforcement: No Enforcements
NotifiedComment: No Enforcements Notified
Report Reference: GS-6083300Client Reference: 13251LQGtech
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ID Distance (m)
Direction NGR Details
Storage at Service StationsStatus: Current Permit
Permit Type: Part B
58
432 S
652014307249
Address: Warwick Shubrook, Great Yarmouth, Norfolk, NR31 0HB
Process: Respraying of Road VehiclesStatus: Historical Permit
Permit Type: Part B
Enforcement: No Enforcements NotifiedDate of Enforcement: No Enforcements
NotifiedComment: No Enforcements Notified
2.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations:
0
Database searched and no data found.
2.1.8 Records of Licensed Discharge Consents within 500m of the study site:
35
The following Licensed Discharge Consents records are represented as points on the Environmental Permits, Incidents and Registers Map:
IDDistance
(m)Direction NGR Details
19 21 N 652000308000
Address: PEDDARS CROSS ESTATE, CAISTER RD, GT.YARMOUTH, NORFOLK
Effluent Type: UNSPECIFIEDPermit Number: PR4TS190X
Permit Version: 1
Receiving Water: River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 22/04/1960
Effective Date: 22-Apr-1960Revocation Date: 24/02/1992
20 83 W651950307650
Address: COBHOLM OUTFALL, GREAT YARMOUTH
Effluent Type: SEWAGE DISCHARGES - UNSPECIFIED - WATER COMPANY
Permit Number: AW4TS1360Permit Version: 1
Receiving Water: River Yare TStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 14/10/1987
Effective Date: 14-Oct-1987Revocation Date: 30/06/1994
21 112 NW652000308100
Address: LAVATORY BLOCK FOR EMPLOYEES, YARMOUTH STATION
Effluent Type: SEWAGE DISCHARGES - FINAL/TREATED EFFLUENT - NOT WATER
COMPANYPermit Number: PR4TS247X
Permit Version: 1
Receiving Water: River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 28/04/1961
Effective Date: 28-Apr-1961Revocation Date: -
22C 125 N 652140308200
Address: RUNHAM OUTFALL, GREAT YARMOUTH
Effluent Type: SEWAGE DISCHARGES - UNSPECIFIED - WATER COMPANY
Permit Number: AW4TS1363Permit Version: 1
Receiving Water: River Bure TStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 14/10/1987
Effective Date: 14-Oct-1987Revocation Date: 16/02/1998
23C 126 N652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES -
PUMPING STATION - WATER COMPANYPermit Number: AEETS12172
Permit Version: 1
Receiving Water: THE TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 24/07/2002
Report Reference: GS-6083300Client Reference: 13251LQGtech
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ID Distance (m)
Direction NGR Details
24C 126 N652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES -
PUMPING STATION - WATER COMPANYPermit Number: AEETS12172
Permit Version: 2
Receiving Water: THE TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 21/08/2002Effective Date: 25-Jul-2002
Revocation Date: -
25C 126 N 652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES - SEWER STORM OVERFLOW - WATER
COMPANYPermit Number: AEETS12172
Permit Version: 2
Receiving Water: THE TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 21/08/2002Effective Date: 25-Jul-2002
Revocation Date: -
26C 126 N652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES -
PUMPING STATION - WATER COMPANYPermit Number: AEETS12172
Permit Version: 1
Receiving Water: THE TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 24/07/2002
27C 126 N652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES -
PUMPING STATION - WATER COMPANYPermit Number: AEETS03289/12172
Permit Version: 1
Receiving Water: RIVER BUREStatus: NEW CONSENT, BY APPLICATION
(WRA 91, SECTION 88)Issue date: 23/08/2002
Effective Date: 08-Jun-2000Revocation Date: 24/07/2002
28C 126 N652150308200
Address: SIDEGATE ROAD (RUNHAM) PS, SIDEGATE ROAD, GREAT YARMOUTH,
NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES -
PUMPING STATION - WATER COMPANYPermit Number: AEETS03289/12172
Permit Version: 1
Receiving Water: RIVER BUREStatus: NEW CONSENT, BY APPLICATION
(WRA 91, SECTION 88)Issue date: 23/08/2002
Effective Date: 08-Jun-2000Revocation Date: 24/07/2002
29 150 SE652200307600
Address: HAVEN BRIDGE, GREAT YARMOUTH, NORFOLK
Effluent Type: SEWAGE DISCHARGES - FINAL/TREATED EFFLUENT - NOT WATER
COMPANYPermit Number: PR4TS703
Permit Version: 1
Receiving Water: River YareStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 24/12/1986
Effective Date: 24-Dec-1986Revocation Date: 18/06/1996
30D 221 N652190308290
Address: GARRISON ROAD PUMPING STATION, GARRISON ROAD, GREAT YARMOUTH, NORFOLK, NR30 1RE
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12174Permit Version: 1
Receiving Water: TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 24/06/2002
31D 221 N652190308290
Address: GARRISON ROAD PUMPING STATION, GARRISON ROAD, GREAT YARMOUTH, NORFOLK, NR30 1RE
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12174Permit Version: 1
Receiving Water: TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 24/06/2002
32D 221 N 652190308290
Address: GARRISON ROAD PUMPING STATION, GARRISON ROAD, GREAT YARMOUTH, NORFOLK, NR30 1RE
Effluent Type: SEWAGE DISCHARGES - STW STORM OVERFLOW/STORM TANK - WATER
COMPANYPermit Number: AEETS12174
Receiving Water: TIDAL RIVER BUREStatus: NEW CONSENT, BY APPLICATION
(WRA 91, SECTION 88)Issue date: 25/06/2002
Effective Date: 25-Jun-2002Revocation Date: -
Report Reference: GS-6083300Client Reference: 13251LQGtech
31
ID Distance (m)
Direction NGR Details
Permit Version: 2
33D 221 N652190308290
Address: GARRISON ROAD PUMPING STATION, GARRISON ROAD, GREAT YARMOUTH, NORFOLK, NR30 1RE
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12174Permit Version: 2
Receiving Water: TIDAL RIVER BUREStatus: NEW CONSENT, BY APPLICATION
(WRA 91, SECTION 88)Issue date: 25/06/2002
Effective Date: 25-Jun-2002Revocation Date: -
34E 226 SE
652200307500
Address: MARINERS ROAD PS, MARINERS ROAD, GREAT YARMOUTH, NR30
Effluent Type: SEWAGE DISCHARGES - UNSPECIFIED - WATER COMPANY
Permit Number: AW4TS774XPermit Version: 1
Receiving Water: River YareStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 03/03/1973
Effective Date: 03-Mar-1973Revocation Date: 16/02/1998
35E 226 SE652200307500
Address: MARINERS ROAD PS, MARINERS ROAD, GREAT YARMOUTH, NR30
Effluent Type: SEWAGE DISCHARGES - STW STORM OVERFLOW/STORM TANK - WATER
COMPANYPermit Number: AW4TS774X
Permit Version: 1
Receiving Water: River YareStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 03/03/1973
Effective Date: 03-Mar-1973Revocation Date: 16/02/1998
36F 228 N652100308300
Address: FERRY FRM CARAVAN SITE, ACLE NEW ROAD, GREAT YARMOUTH, NORFOLK,
NR30 1TBEffluent Type: SEWAGE DISCHARGES -
FINAL/TREATED EFFLUENT - NOT WATER COMPANY
Permit Number: PR4TS510XPermit Version: 2
Receiving Water: Tidal River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 14/05/1965
Effective Date: 14-May-1965Revocation Date: 23/04/1996
37F 228 N 652100308300
Address: FERRY FRM CARAVAN SITE, ACLE NEW ROAD, GREAT YARMOUTH, NORFOLK,
NR30 1TBEffluent Type: SEWAGE DISCHARGES -
FINAL/TREATED EFFLUENT - NOT WATER COMPANY
Permit Number: PR4TS317XPermit Version: 1
Receiving Water: River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 27/07/1962
Effective Date: 27-Jul-1962Revocation Date: 24/02/1992
38F 228 N652100308300
Address: FERRY FRM CARAVAN SITE, ACLE NEW ROAD, GREAT YARMOUTH, NORFOLK,
NR30 1TBEffluent Type: SEWAGE DISCHARGES -
FINAL/TREATED EFFLUENT - NOT WATER COMPANY
Permit Number: PR4TS341XPermit Version: 1
Receiving Water: River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 23/11/1962
Effective Date: 23-Nov-1962Revocation Date: 24/02/1992
39F 228 N 652100308300
Address: FERRY FRM CARAVAN SITE, ACLE NEW ROAD, GREAT YARMOUTH, NORFOLK,
NR30 1TBEffluent Type: SEWAGE DISCHARGES -
FINAL/TREATED EFFLUENT - NOT WATER COMPANY
Permit Number: PR4TS583XPermit Version: 1
Receiving Water: Tidal River BureStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 13/01/1967
Effective Date: 13-Jan-1967Revocation Date: 24/02/1992
40D 229 N
652180308300
Address: GARRISON ROAD OUTFALL, GREAT YARMOUTH
Effluent Type: SEWAGE DISCHARGES - UNSPECIFIED - WATER COMPANY
Permit Number: AW4TS1372Permit Version: 1
Receiving Water: River Bure TStatus: REVOKED (WRA 91, S88 & SCHED
10 AS AMENDED BY ENV ACT 1995)Issue date: 14/10/1987
Effective Date: 14-Oct-1987Revocation Date: 22/03/2002
41G 262 SE 652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999
Report Reference: GS-6083300Client Reference: 13251LQGtech
32
ID Distance (m)
Direction NGR Details
Permit Version: 1Effective Date: 15-Oct-1999
Revocation Date: 20/06/2000
42G 262 SE652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179Permit Version: 1
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 20/06/2000
43G 262 SE652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179Permit Version: 2
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 21/06/2000Effective Date: 21-Jun-2000
Revocation Date: -
44G 262 SE652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS03295/12179Permit Version: 1
Receiving Water: R.YAREStatus: NEW CONSENT (WRA 91, S88 & SCHED 10 AS AMENDED BY ENV ACT
1995)Issue date: 03/03/2003
Effective Date: 22-Jan-2003Revocation Date: 22/01/2003
45G 262 SE652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - STW STORM OVERFLOW/STORM TANK - WATER
COMPANYPermit Number: AEETS12179
Permit Version: 2
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 21/06/2000Effective Date: 21-Jun-2000
Revocation Date: -
46G 262 SE652220307470
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179Permit Version: 1
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 20/06/2000
47 327 N
652100308400
Address: BURE ROAD OUTFALL, GREAT YARMOUTH
Effluent Type: SEWAGE DISCHARGES - UNSPECIFIED - WATER COMPANY
Permit Number: AW4TS1369Permit Version: 1
Receiving Water: River Bure TStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 14/10/1987
Effective Date: 14-Oct-1987Revocation Date: 16/02/1998
48H 334 SE652260307410
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179Permit Version: 2
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 21/06/2000Effective Date: 21-Jun-2000
Revocation Date: -
49H 334 SE652260307410
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS03295/12179Permit Version: 1
Receiving Water: R.YAREStatus: NEW CONSENT (WRA 91, S88 & SCHED 10 AS AMENDED BY ENV ACT
1995)Issue date: 03/03/2003
Effective Date: 22-Jan-2003Revocation Date: 22/01/2003
50H 334 SE652260307410
Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG
Effluent Type: SEWAGE DISCHARGES - PUMPING STATION - WATER COMPANY
Permit Number: AEETS12179Permit Version: 1
Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 15/10/1999Effective Date: 15-Oct-1999
Revocation Date: 20/06/2000
Report Reference: GS-6083300Client Reference: 13251LQGtech
33
ID Distance (m)
Direction NGR Details
51H 339 SE652270307410
Address: TOWN HALL SPS, GREAT YARMOUTH
Effluent Type: SEWAGE DISCHARGES - SEWER STORM OVERFLOW - WATER
COMPANYPermit Number: AW4TS1406
Permit Version: 1
Receiving Water: River Yare TStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 14/10/1987
Effective Date: 14-Oct-1987Revocation Date: 29/06/2001
52 365 SE652300307400
Address: PROPOSED WAREHOUSE, GREAT YARMOUTH, NR30
Effluent Type: SEWAGE DISCHARGES - SEWER STORM OVERFLOW - NOT WATER
COMPANYPermit Number: PR4TS801X
Permit Version: 1
Receiving Water: River YareStatus: PRE NRA LEGISLATION WHERE
ISSUE DATE < 01-SEP-89 (HISTORIC ONLY)Issue date: 09/09/1975
Effective Date: 09-Sep-1975Revocation Date: -
53 483 N652050308550
Address: GT YARMOUTH COACHWORKS, NORTH RIVER ROAD, GREAT YARMOUTH
Effluent Type: MISCELLANEOUS DISCHARGES - SURFACE WATER
Permit Number: PRETS02096Permit Version: 1
Receiving Water: Tidal River BureStatus: POST NRA LEGISLATION WHERE
ISSUE DATE > 31-AUG-89 (HISTORIC ONLY)
Issue date: 26/01/1990Effective Date: 26-Jan-1990
Revocation Date: 14/05/1992
2.1.9 Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site:
1
The following Water Industry Referral records are represented as points on the Environmental Permits, Incidents and Registers Map:
IDDistance
(m)Direction Address
Permission reference
Local AuthorityFirst Date Received
Last Date Received
Status
62J 319 NE
ARTHUR JARY AND SONS LIMITED, 214
NORTHGATE STREET, 214 NORTHGATE
STREET, GREAT YARMOUTH,
NORFOLK, NR30 1DH
CE5364
GREAT YARMOUTH BOROUGH COUNCIL
01-Jul-2010 01-Jan-2018 RECEIVED
2.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site:
1
The following records are represented as points on the Environmental Permits, Incidents and Registers Map:
IDDistanc
e (m)Directio
n
Application Reference Number
NGRApplication Status
Application Date Address Details
Details of Enforcement Action
63K 459 S HSDC/00002 652207307250
Historical Consent
28/10/1992 J & H Bunn Ltd, Bunns
Storage of ammonium
Enforcement: No Enforcements
Report Reference: GS-6083300Client Reference: 13251LQGtech
34
IDDistanc
e (m)Directio
n
Application Reference Number
NGRApplication Status
Application Date
Address DetailsDetails of
Enforcement Action
Lane, Southtown,
Great Yarmouth,
Eastern, NR31 0JD
nitrate.
NotifiedDate of Enforcement:
No Enforcements Notified
Comment: No Enforcements
Notified
2.2 Dangerous or Hazardous Sites
Records of COMAH & NIHHS sites within 500m of the study site: 1
The following COMAH & NIHHS Authorisation records provided by the Health and Safety Executive are represented as polygons or buffered points on the Environmental Permits, Incidents and Registers Map:
ID Distance (m)
Direction Company Address Operational Status Tier
59 428 SE J & H Bunn LtdJ And H Bunn Ltd, Bunns Lane, Great
Yarmouth, NR31 0JDHistorical NIHHS Site -
2.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents
2.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:
10
The following NIRS List 2 records are represented as points on the Environmental Permits, Incidents and Registers Map:
IDDistance
(m)Direction NGR Details
1 334 SW651770.0307468.0
Incident Date: 30-Jan-2003Incident Identification: 134107.0
Pollutant: Other PollutantPollutant Description: Other
Water Impact: Category 3 (Minor)Land Impact: Category 3 (Minor)
Air Impact: Category 4 (No Impact)
2A 442 SE 652500.0307500.0
Incident Date: 30-Jun-2002Incident Identification: 88346.0
Pollutant: Sewage MaterialsPollutant Description: Storm Sewage
Water Impact: Category 3 (Minor)Land Impact: Category 4 (No Impact)Air Impact: Category 4 (No Impact)
3A 442 SE 652500.0307500.0
Incident Date: 20-Jul-2001Incident Identification: 17955.0
Pollutant: Atmospheric Pollutants and Effects
Pollutant Description: "Damage to Buildings, Vehicles and Vegetation"
Water Impact: Category 4 (No Impact)Land Impact: Category 4 (No Impact)
Air Impact: Category 3 (Minor)
4A 442 SE 652500.0307500.0
Incident Date: 21-Nov-2002Incident Identification: 122189.0
Pollutant: Oils and FuelPollutant Description: Mixed/Waste Oils
Water Impact: Category 1 (Major)Land Impact: Category 1 (Major)
Air Impact: Category 4 (No Impact)
5A 442 SE652500.0307500.0
Incident Date: 30-Jun-2002Incident Identification: 88346.0
Pollutant: Sewage MaterialsPollutant Description: Storm Sewage
Water Impact: Category 3 (Minor)Land Impact: Category 4 (No Impact)Air Impact: Category 4 (No Impact)
Report Reference: GS-6083300Client Reference: 13251LQGtech
35
ID Distance (m)
Direction NGR Details
6A 442 SE652500.0307500.0
Incident Date: 20-Jul-2001Incident Identification: 17955.0
Pollutant: Atmospheric Pollutants and Effects
Pollutant Description: Damage to Buildings Vehicles and Vegetation
Water Impact: Category 4 (No Impact)Land Impact: Category 4 (No Impact)
Air Impact: Category 3 (Minor)
7A 442 SE 652500.0307500.0
Incident Date: 20-Jul-2001Incident Identification: 17955.0
Pollutant: Atmospheric Pollutants and Effects
Pollutant Description: Damage to Buildings, Vehicles and Vegetation
Water Impact: Category 4 (No Impact)Land Impact: Category 4 (No Impact)
Air Impact: Category 3 (Minor)
8A 442 SE652500.0307500.0
Incident Date: 05-Jul-2003Incident Identification: 171299.0
Pollutant: Atmospheric Pollutants and Effects
Pollutant Description: Damage to Buildings, Vehicles and Vegetation
Water Impact: Category 4 (No Impact)Land Impact: Category 4 (No Impact)
Air Impact: Category 3 (Minor)
9A 442 SE652500.0307500.0
Incident Date: 21-Nov-2002Incident Identification: 122291.0
Pollutant: Oils and FuelPollutant Description: Mixed/Waste Oils
Water Impact: Category 2 (Significant)Land Impact: Category 2 (Significant)
Air Impact: Category 4 (No Impact)
10 465 N652008.0308522.0
Incident Date: 04-Feb-2002Incident Identification: 56298.0Pollutant: Contaminated Water
Pollutant Description: Vehicle and Plant Washings
Water Impact: Category 3 (Minor)Land Impact: Category 4 (No Impact)Air Impact: Category 4 (No Impact)
2.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:
0
Database searched and no data found.
2.4 Sites Determined as Contaminated Land under Part 2A EPA 1990
Records of sites determined as contaminated land under Section 78R of the Environmental Protection Act 1990 are there within 500m of the study site 0
Database searched and no data found.
Report Reference: GS-6083300Client Reference: 13251LQGtech
36
3. Landfill and Other Waste Sites Map
NW N NE
W E
SW S SE© Crown copyright and database rights 2019.
Ordnance Survey licence 100035207.
Report Reference: GS-6083300Client Reference: 13251LQGtech
37
3. Landfill and Other Waste Sites3.1 Landfill Sites
3.1.1 Records from Environment Agency/Natural Resources Wales landfill data within 1000m of the study site:
0
Database searched and no data found.
3.1.2 Records of Environment Agency/Natural Resources Wales historic landfill sites within 1500m of the study site:
1
The following landfill records are represented as either points or polygons on the Landfill and Other Waste Sites map:
ID Distance (m)
Direction NGR Details
5 362 W
Site Address: Cobholm Tip, Farm Lane, Humberstone, Great.Yarmouth, Norfolk
Waste Licence: YesSite Reference: WD 506, WR 764,
NFK/LS/060/0Waste Type: Inert, Industrial, Commercial,
HouseholdEnvironmental Permitting Regulations
(Waste) Reference: AZ1/L/VIN001
Licence Issue: 02-Jan-1974Licence Surrendered:
Licence Holder Address: Humberstone Farm, Southtown, Great Yarmouth,
NorfolkOperator: Gt Yarmouth Borough Council
Licence Holder: W H VincentFirst Recorded: 31-May-1905Last Recorded: 31-Dec-1995
3.1.3 Records of BGS/DoE non-operational landfill sites within 1500m of the study site:
1
The following landfill records are represented as points on the Landfill and Other Waste Sites map:
IDDistance
(m)Direction NGR Details
Not shown
1021 W651000.0307500.0
Address: Cobholm Tip, Farm Lane, Humlerstone, Gt.Yar. Norf.
BGS Number: 284.0
Risk: Risk to minor aquiferWaste Type: N/A
Report Reference: GS-6083300Client Reference: 13251LQGtech
38