north quay area, great yarmouth · 13251-crh-xx-xx-rp-lq-0001_p01dts.docm august 2019 i document...

Campbell Reith Hill LLP

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Redhill Surrey RH1 1SS

T:+44 (0)1737 784500 E:[email protected]

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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


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


13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 1

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



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.



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.



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.



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:



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.



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


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)




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.



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)



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


1978 (1:10 000) Eight tanks/silos North, adjacent to factory


1983-1986 (1:1250) Engineering works in southern boundary now ‘works’

-


1988 (1:10 000) 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.




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)




Electrical accessories depot labelled as depot Eastern end of north

Buildings labelled as depot, works, warehouse, depot, warehouse

South


1988 (1:10 000) No change -

1989-1990 (1:1250) No change -

1989-1994 (1:1250) No change -


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.



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



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)



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.



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,



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


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


Building Low

End Users Inhalation of vapour from groundwater

Moderate

Neighbours Low




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.



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.



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.



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.



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.



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.



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.


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.




Mild Exposure to human health unlikely to lead to

“significant harm”.


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


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,




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.



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.


13251-CRH-XX-XX-RP-LQ-0001_P01DTS.docm August 2019 Appendices

Appendix A: Figures

Figure 1: Site Location

Figure 2: Site Layout


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


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


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

Report Reference: GS-6083300Client Reference: 13251LQGtech

2

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


3

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


4

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


5

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


6

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)



7

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


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


8

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


9

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.


10

1. Historical Land UseNW N NE

W E

SW S SE© Crown copyright and database rights 2019.

Ordnance Survey licence 100035207.


11

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


3B 0 On Site Unspecified Wharf 1946


5C 0 On Site Railway Sidings 1884

6C 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


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


1978


1988

26DG 0 On Site Quay 1926

27I 0 On Site Railway Sidings 1904



30AH 0 On Site Railway Sidings 1952

31DH 0 On Site Unspecified Wharf 1904

32J 0 On Site Quay 1946


12


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


44N 51 NW Railway Building 1978

45N 51 NW Railway Building 1988

46BA 62 N Railway Building 1904



49P 81 SW Unspecified Depot 1952

50O 81 NW Railway Station 1978






56P 85 SW Sawmill 1904

57Q 86 W Unspecified Wharf 1938


59R 88 NE Unspecified Depot 1988

60R 88 NE Unspecified Depot 1978




64S 101 SE Police Station 1988

65S 101 SE Police Station 1978

66O 101 N Railway Building 1952


68T 104 NW Railway Building 1884






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


13


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



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




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


122AJ 254 S Corn Mill 1901


14

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


134AN 306 NW Engine Shed 1904

135AN 306 NW Engine Shed 1926

136AN 307 NW Railway Building 1884




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


149AE 340 S Sawmill 1884

150 341 S Sawmill 1938


152AO 342 S Unspecified Depot 1952



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


15

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


175 418 E Unspecified Yard 1884

176AW 425 E Unspecified Tank 1904


178AX 428 NE Old Cemetery 1926


180 430 S Railway Sidings 1901


182BP 432 S Unspecified Depot 1952

183 433 E Unspecified Manufactory 1884

184CP 433 N Gravel Pit 1952

185AX 434 NE Cemetery 1978



188 446 S Barracks 1901

189AY 447 SE Unspecified Wharf 1938


191 450 SW Ultramarine Factory 1978

192AY 450 S Unspecified Wharf 1904


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.


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




207 4 N Unspecified Tank 1905

208BA 68 NW Unspecified Tank 1976



211BB 72 N Unspecified Tank 1949

212BB 72 N Unspecified Tank 1949





217BC 86 E Unspecified Tank 1999

218BC 87 E Unspecified Tank 1983

219BD 104 W Unspecified Tank 1987




223P 113 SW Unspecified Tank 1966

224 128 W Unspecified Tank 1949

225Z 144 SW Unspecified Tank 1978




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




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


17

244BG 241 SE Unspecified Tank 1999





249BH 257 N Unspecified Tank 1974



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



259BJ 312 SE Unspecified Tank 1983

260BJ 313 SE Unspecified Tank 1981

261AE 369 S Tanks 1966

262BK 390 E Gas Works 1887


264AV 397 E Gasometer 1887

265AV 404 E Tanks 1949




269BK 420 E Unspecified Tank 1949

270BK 420 E Unspecified Tank 1949


272AW 426 E Gasometer 1887

273AS 426 S Unspecified Tank 1999



276BL 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








18

290BN 474 S Unspecified Tank 1978



293BO 479 SW Tanks 1990

294BO 479 SW Tanks 1999








302BP 483 S Unspecified Tank 1905

303AY 486 S Tanks 1966

304BQ 491 S Unspecified Tank 1963





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


Records of historical energy features within 500m of the search boundary: 144


313BR 35 E Electricity Substation 1949





318BS 41 S Electricity Substation 1999




322BT 86 E Electricity Substation 1969




19



327BU 90 E Electricity Substation 1954




331BV 123 N Electricity Substation 1989




335BW 135 SW Electricity Substation 1999





340BX 144 NW Electricity Substation 1989





345BZ 186 SE Electricity Substation 1981

346BY 186 NE Electricity Substation 1989







353CA 215 S Electricity Substation 1977










363CB 267 N Electricity Substation 1990





368CC 273 SE Electricity Substation 1999




20






376CD 282 SW Electricity Substation 1999




380CE 290 E Electricity Substation 1990








388CF 300 SE Electricity Substation 1969




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




402AE 333 S Electricity Substation 1977



405CK 338 S Electricity Substation 1988




409CL 338 W Electricity Substation 1978





414CM 372 SE Electricity Substation 1988




21



419CN 382 SE Electricity Substation 1983




423BK 390 E Gas Works 1887

424AV 397 E Gasometer 1887

425AR 409 SW Electricity Substation 1999





430CO 411 SE Electricity Substation 1981




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





444CQ 484 SW Electricity Substation 1967





449BM 489 SW Electricity Substation 1999

450BO 493 SW Electricity Substation 1990

451CR 494 SW Electricity Substation 1967






1.4 Additional Information – Historical Petrol and Fuel Site Database



22

Records of historical petrol stations and fuel sites within 500m of the search boundary: 2


457T 90 NW Filling Station 1989

458BE 101 NW Petrol Storage Depot 1956

1.5 Additional Information – Historical Garage and Motor Vehicle Repair Database


Records of historical garage and motor vehicle repair sites within 500m of the search boundary: 77


459E 0 On Site Garage 1969

460CS 0 On Site Garage 1960



463 0 On Site Garage 1969


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










23


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








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




531DF 475 NE Garage 1949




24



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
























25

561U 108 SE Quay 1904

562U 108 SE Quay 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




580CP 433 N Gravel Pit 1952









26

2. Environmental Permits, Incidents and Registers Map

NW N NE

W E




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


2.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:

0


2.1.3 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:

0


2.1.4 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:

0


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


28

ID Distance (m)


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


14B 373 NE652460308280



15B 373 NE652460308280



16I 396 NE652410308370

Name: Northgate Filling StationStatus: Not Active


17 401 S651900307300

Name: Pasta Foods LimitedStatus: Not Active


18 478 SW651800307260

Name: Pasta Foods LimitedStatus: Not Active


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



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



57I 425 NE 652436308386

Address: St Albans Operating Company, Northgate Filling Station, Northgate Street, Great Yarmouth, NR30 1DAProcess: Unloading of Petrol into




29

ID Distance (m)


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



2.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations:

0


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


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


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



Effective Date: 28-Apr-1961Revocation Date: -

22C 125 N 652140308200

Address: RUNHAM OUTFALL, GREAT YARMOUTH



Receiving Water: River Bure TStatus: PRE NRA LEGISLATION WHERE



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


30

ID Distance (m)


24C 126 N652150308200




Permit Version: 2



Issue date: 21/08/2002Effective Date: 25-Jul-2002

Revocation Date: -

25C 126 N 652150308200


NORFOLK, NR30 1JXEffluent Type: SEWAGE DISCHARGES - SEWER STORM OVERFLOW - WATER

COMPANYPermit Number: AEETS12172

Permit Version: 2



Issue date: 21/08/2002Effective Date: 25-Jul-2002

Revocation Date: -

26C 126 N652150308200




Permit Version: 1





27C 126 N652150308200



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



PUMPING STATION - WATER COMPANYPermit Number: AEETS03289/12172

Permit Version: 1

Receiving Water: RIVER BUREStatus: NEW CONSENT, BY APPLICATION


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


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




31D 221 N652190308290




Receiving Water: TIDAL RIVER BUREStatus: POST NRA LEGISLATION WHERE




32D 221 N 652190308290


Effluent Type: SEWAGE DISCHARGES - STW STORM OVERFLOW/STORM TANK - WATER


Receiving Water: TIDAL RIVER BUREStatus: NEW CONSENT, BY APPLICATION


Effective Date: 25-Jun-2002Revocation Date: -


31

ID Distance (m)


Permit Version: 2

33D 221 N652190308290




Receiving Water: TIDAL RIVER BUREStatus: NEW CONSENT, BY APPLICATION


Effective Date: 25-Jun-2002Revocation Date: -

34E 226 SE

652200307500

Address: MARINERS ROAD PS, MARINERS ROAD, GREAT YARMOUTH, NR30


Permit Number: AW4TS774XPermit Version: 1



Effective Date: 03-Mar-1973Revocation Date: 16/02/1998

35E 226 SE652200307500

Address: MARINERS ROAD PS, MARINERS ROAD, GREAT YARMOUTH, NR30


COMPANYPermit Number: AW4TS774X

Permit Version: 1



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


Effective Date: 14-May-1965Revocation Date: 23/04/1996

37F 228 N 652100308300







Effective Date: 27-Jul-1962Revocation Date: 24/02/1992

38F 228 N652100308300







Effective Date: 23-Nov-1962Revocation Date: 24/02/1992

39F 228 N 652100308300





Receiving Water: Tidal River BureStatus: PRE NRA LEGISLATION WHERE


Effective Date: 13-Jan-1967Revocation Date: 24/02/1992

40D 229 N

652180308300

Address: GARRISON ROAD OUTFALL, GREAT YARMOUTH



Receiving Water: River Bure TStatus: REVOKED (WRA 91, S88 & SCHED

10 AS AMENDED BY ENV ACT 1995)Issue date: 14/10/1987


41G 262 SE 652220307470

Address: TOWN HALL PUMPING STATION, GREAT YARMOUTH, NORFOLK, NR30 1HG


Permit Number: AEETS12179

Receiving Water: THE TIDAL RIVER YAREStatus: POST NRA LEGISLATION WHERE


Issue date: 15/10/1999


32

ID Distance (m)


Permit Version: 1Effective Date: 15-Oct-1999


42G 262 SE652220307470








43G 262 SE652220307470






Issue date: 21/06/2000Effective Date: 21-Jun-2000

Revocation Date: -

44G 262 SE652220307470



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


45G 262 SE652220307470




Permit Version: 2




Revocation Date: -

46G 262 SE652220307470








47 327 N

652100308400

Address: BURE ROAD OUTFALL, GREAT YARMOUTH



Receiving Water: River Bure TStatus: PRE NRA LEGISLATION WHERE



48H 334 SE652260307410







Revocation Date: -

49H 334 SE652260307410



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


50H 334 SE652260307410









33

ID Distance (m)


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



52 365 SE652300307400

Address: PROPOSED WAREHOUSE, GREAT YARMOUTH, NR30

Effluent Type: SEWAGE DISCHARGES - SEWER STORM OVERFLOW - NOT WATER

COMPANYPermit Number: PR4TS801X

Permit Version: 1



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: 26/01/1990Effective Date: 26-Jan-1990


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


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


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)


5A 442 SE652500.0307500.0

Incident Date: 30-Jun-2002Incident Identification: 88346.0

Pollutant: Sewage MaterialsPollutant Description: Storm Sewage



35

ID Distance (m)


6A 442 SE652500.0307500.0



Pollutant Description: Damage to Buildings Vehicles and Vegetation



7A 442 SE 652500.0307500.0



Pollutant Description: Damage to Buildings, Vehicles and Vegetation



8A 442 SE652500.0307500.0



Pollutant Description: Damage to Buildings, Vehicles and Vegetation



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)


10 465 N652008.0308522.0

Incident Date: 04-Feb-2002Incident Identification: 56298.0Pollutant: Contaminated Water

Pollutant Description: Vehicle and Plant Washings


2.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:

0


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



36

3. Landfill and Other Waste Sites Map

NW N NE

W E




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


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)


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


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


38