combined phase i desk study and phase ii exploratory...

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GeoDyne Limited 8QLW&ODUHQGRQ+RXVH&ODUHQGRQ%XVLQHVV3DUN &OXPEHU$YHQXH1RWWLQJKDP1*$+ 7HO)D[ HPDLOLQIR#JHRG\QHFRXN :HGGLQJWRQ5RDG 1XQHDWRQ Combined Phase I Desk Study and Phase II Exploratory Investigation For Barratt Homes (North Midlands) Ltd

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GeoDyne Limited

Combined Phase I Desk Study and Phase II Exploratory Investigation

For

Barratt Homes (North Midlands) Ltd

Contents

Executive Summary Page No

Appendices

Project No: 35067 Date: 31st July 2015

Senior Engineer Director Director

EXECUTIVE SUMMARY

Ground Conditions Across the majority of the site, the surface materials typically comprised Topsoil which extended to depths ranging between 0.15m to 0.30m begl. Whilst this material was recorded as undisturbed Natural Strata, it is likely to contain localised small man-made inclusions.

Localised Made Ground was encountered at the location of the two potential ponds (TP9 and TP19) comprising sand with brick and concrete underlain by potential buried topsoil, and at the location of the old burnt down farm structure in the centre of the site (TP18) comprising ashy demolition debris. The Made Ground extended to depths ranging between 0.65m to 1.55m begl.

Beneath the Topsoil and Made Ground, Natural Strata was encountered tentatively assigned as the Mercia Mudstone Group. Within the former ponds, Made Ground was underlain by soft grey slightly silty Clay that extended to a depth of 2.20m begl.

Beneath the majority of the site the Topsoil was underlain by a layer of stiff fissured silty slightly gravelly Clay that may represent fluvially re-worked Mercia Mudstone or Anker Sand and Gravel, extending to depths ranging between 0.40m and 0.80m begl.

The potentially fluvially re-worked Clay was underlain by stiff fissured slightly silty Clay extending to depths ranging between 1.30m and >3.00m begl. This layer was locally soft or firm beneath the potential former ponds to depths of between 1.70m to 2.20m begl (locally not penetrated). The stiff clay locally became highly friable clay with fine to coarse fragments of extremely weak Mudstone in a sandy/clayey matrix.

Where penetrated, the stiff clay was underlain by slightly weathered weak thinly bedded closely fissured friable reddish brown Mudstone which was proven to a maximum depth of 3.00m begl but not fully penetrated. Locally, the Mudstone was interbedded with thin beds of moderately strong light grey Siltstone or fine grained Sandstone.

Foundation Design Based on our findings, foundations for the proposed redevelopment may be traditional strip or trench fill placed at a minimum depth of 1.00m below existing or proposed levels, whichever is greater and deepened below any Made Ground or soft spots.

The near surface stiff Clay is considered suitable for a nett allowable ground bearing pressure of 150kN/m2.Building Near Trees Foundation designs will require adjusting when building near existing, recently removed or proposed trees due to

the localised presence of cohesive soils beneath the site. Laboratory testing has confirmed that the cohesive soils present at the site should be regarded as being of high volume change potential and we would recommend that this classification is adopted for design purposes.

Floor Slabs and Ground Gas Precautions

Made Ground was found to be largely absent across the site but locally present in former ponds to in excess of 0.60m thickness. Furthermore, the site may be subject to re-grading works to establish required working levels. Therefore, where there is less than 600mm of geotechnically competent Made Ground beneath a floor slab (or where Made Ground is absent or removed) ground floor slabs may be designed as non-suspended i.e. ground bearing. Alternatively, where Made Ground exceeds 600mm or where preferred by the Client, the proposed structures at the site may be designed with suspended ground floor slabs i.e. beam and block. Suspended ground floor slabs are recommended where plots encroach over existing ponds.

The results of the ground gas monitoring programme have revealed that ground gas precautions are considered not to be required for the site.

Radon Radon protective measures are considered not to be required in the construction of new buildings at the site.Coal Mining No specific coal mining investigations or precautions are required in relation to historical coal mining issues.Water Significant dewatering of shallow excavations is considered unlikely to be necessary based on the site observations

undertaken to date. Slow seepages into excavations may be dealt with by pumping from sumps. Excavations Shallow excavations may require sidewall support for health and safety reasons. In addition, deep excavations will

require sidewall support for construction purposes i.e. sheet piles or trench boxes.

The natural cohesive clay soils are likely to be subject to deterioration and softening if excavations are left open and exposed to wet weather. Any softened soils should be removed from excavations prior to the pouring of concrete and foundation construction.

Deep excavations within the Mudstone may require the use of breaking equipment, although large tracked excavators may be sufficiently powerful enough to excavate through these materials.

Sulphate Classification BRE Special Digest 1 Design Sulfate Class DS-1 and ACEC classification of AC-1. CBRs and Pavements CBR values for the Made Ground materials at the site are likely to be less than 2%.

Laboratory remoulded CBR tests have been scheduled on three selected samples from near surface Natural Strata obtained from the site revealed average CBR Values of between 8.75% to 12.35%. However, in-situ CBR values may locally be significantly lower than the values revealed by the limited ex-situ remoulded CBR testing undertaken, as samples have been compacted under laboratory conditions and it may not be possible to replicate this on site.

The in-situ CBR value of subgrade materials should be confirmed by in-situ testing upon completion of installation of sewers along the line of proposed roads. All buried organic soils and buried topsoil should be removed from beneath areas of road construction.

Soakaways The presence of cohesive soils beneath the site indicates that the use of soakaways is likely to be unfeasible in this instance. Therefore, alternative methods of surface water disposal should be investigated.

Contamination Assessment The Topsoil and Natural Strata soil samples tested may be regarded as being uncontaminated for the proposed residential use of the site.

Localised Made Ground deposits (particularly the ashy materials associated with the burnt out former farm structure) should be considered as contaminated with Arsenic and Lead.

The concentrations of determinants in the samples tested are considered not to be sufficiently elevated to represent a potential significant risk to controlled waters.

Remediation Proposals Where aesthetically undesirable Made Ground or ashy Made Ground is exposed at formation level, the material should be removed from the garden or soft landscaped area prior to placement of a nominal layer of chemically clean topsoil (i.e. NHBC minimum thickness of 0.15m). The thickness of topsoil should be increased as appropriate in accordance with the Landscape Architects requirements.

The ashy Made Ground may be retained in areas of POS or planting areas beneath a suitable clean layer of topsoil (minimum NHBC thickness of 0.15m applies).

The Natural Strata underlying the site appears to be chemically uncontaminated with respect to the proposed residential end use. Consequently, where Natural Strata are exposed at formation levels (including where Made Ground is removed to expose Natural Strata) only a nominal thickness of topsoil will be required.

The above ground fuel storage tanks located at the northeastern extent of the site should be removed and the soils immediately below the tanks inspected, with any grossly impacted soils being similarly removed from site. The near surface samples collected from the vicinity of the ASTs did not reveal TPH determinands above the Tier 1 SACs, however localised impaction may have occurred beneath the tanks.

The subsequent excavation beneath the ASTs should be validated by sampling and testing for TPH compounds. Imported Soil Any imported soil or topsoil (if required) should be tested at source to ensure they are suitably clean. Any imported

topsoil should conform to BS3882: 2015 ‘Specification for topsoil’, with respect to the presence of foreign objects, and ideally nutrient levels etc.

Off-site Disposal If off-site disposal is required the chemical testing regime can be different to the chemical testing required to assess the suitability of the soils for retention on site and the risks to human health and controlled waters. Therefore, effectively a new contamination assessment may be required to classify the soils for off-site disposal with testing criteria to assess whether the soil is hazardous, non-hazardous or inert waste. In the first instance, the test results, including the WAC test results from this investigation should be supplied to landfill operators.

Due to the uncontaminated nature of the Topsoil and Natural Strata soils tested we would recommend that any excess soils are re-used either on site, or at an off-site location. The re-use of soil at an off-site location would be subject to the approval of the Local Authority Environmental Health Department for the receiving site and possible additional testing and/or assessment.

Unforeseen Circumstances Should any areas of potentially contaminated soil or anomalous features be encountered we would recommend consultation with GeoDyne.

We have been anecdotally informed by the farmer that a potential soft spot is present in the eastern extent of the southern field which, albeit relatively small (apparently an area less than 2m in diameter), it has required ‘topping up’ in the past when the feature has settled. No visual evidence of this feature was noted during the works and the location of the potential feature could not be identified. A watching brief should be maintained during clearance works by ground workers for evidence of such features, including former wells.

Construction Workers Construction personnel involved with direct contact with soils should use appropriate PPE and welfare facilities.Utilities We would recommend that this report is supplied to utility companies and their recommendations relating to

appropriate supply pipes are adhered to. Licenses, Permits, Registrations & Approvals

The Contractor/Developer is responsible for, and must ensure that, all necessary licenses, permits, registrations, plans and approvals are in place prior to commencing with the works at the site.

Statutory Consultation We would recommend that a copy of our report is issued to the Local Authority for review/comment and approval. Backfilled Ponds The recommendations in this report have assumed that the backfilled ponds will be accurately located, and their

depth and extent confirmed and the existing infill materials (which are locally organic) removed and placed at shallow depth beneath a layer of clean topsoil in areas of POS or planting areas. The excavated ponds should then be infilled with geotechnically competent material (which may be site won cohesive Natural Strata materials (excluding topsoil)).

Inaccessible Area/Pond The northeastern extent of the site was inaccessible due to an electrified fence and storage of sundry farming materials and equipment. It is anticipated that ground conditions in this area are unlikely to vary significantly from that identified across the remainder of the site. However, a potential infilled pond is present in this area which we have anecdotally been informed may have been used for burial of fire arms after the Second World War.

It is recommended that further site investigation is undertaken across the inaccessible area to confirm ground conditions. The potential infilled pond should be surveyed using geophysical methods to attempt to confirm the presence or absence of buried firearms.

Further Works The following additional works are recommended upon completion of the purchase of the site.

A programme of trial pits across eastern extent of the site in the area currently unavailable due to the presence of an electrified fence and storage of sundry farming materials and waste products (including tyres etc).These works should also further investigate the location, extent and contents of the infilled ponds. Geophysical survey work in the eastern extent to attempt to confirm and locate the presence of anecdotal fire arms, or disprove their presence. A review of any existing geophysical data in this area (i.e. archaeological surveys) may also assist in this process.

1.0 INTRODUCTION

1.1 Introduction

1.2 Scope of Works

1.3 Project Understanding

1.4 Limitations

1.5 Confidentiality

2.0 SITE DESCRIPTION & HISTORY

2.1 Site Description

2.2 Site History

TABLE 1 – HISTORICAL PUBLICATION DATA

Date Features on Site Features off Site 1880s The site comprises four fields.

A farm house is located centrally. A rectangular feature is present north of the farmhouse. There are two large ponds indicated on the site. A third smaller pond is indicated at the northeastern extent.

A road is indicated immediately beyond the sites western boundary. A residential building is located immediately beyond the sites southwestern corner. A track is indicated immediately beyond the sites southern boundary. Farm buildings are present immediately beyond the sites northern boundary at the eastern extent. Several pumps (P) are indicated associated with the building. A large pond is indicated to the north of the farm buildings.Fields are present beyond the sites northern and eastern boundaries. Fields are present beyond the road to the west and the track to the south of the site.

1900s The site appears sensibly unchanged. The sites immediate environs appear broadly unchanged. The farm to the north of the site is called Lower Farm.

1920sand

1930s

The site appears sensibly unchanged. The sites immediate environs appear broadly unchanged, although a tank is indicated adjacent to Lower farm.

1950s The farm house has a further rectangular structure to the east.

Residential properties lie adjacent to the sites northwestern corner, beyond the track south of the site and adjacent to the sites southwestern corner beyond the road, and including The Oaks Nursery.

1960sand

1970s

The ponds are no longer indicated from the 1960s.

The area of Weddington is further developed south and southwest of the site.

1990s The farm building formerly on the site is no longer indicated. The field boundary in the south of the site is no longer indicated and gaps are shown in the field boundaries centrally.

The sites immediate environs appear broadly unchanged.

2000 to 2015

The site appears sensibly unchanged. The sites immediate environs appear broadly unchanged.

3.0 GEOLOGICAL & ENVIRONMENTAL SETTING

3.1 Geological References

3.2 Geology

3.3 Faults

3.4 Made Ground

3.5 Coal Mining Report

3.7 Hydrogeology

3.8 Hydrology

3.9 Radon

3.10 Landmark Envirocheck Report

3.11 Land Use Assessment

3.11.1 On Site Assessment

3.11.2 Off Site Assessment

4.0 GROUND INVESTIGATION

4.1 Introduction

4.2 Ground Conditions

4.3 Summary

TABLE 2 – SUMMARY OF EXPLORATORY HOLE FINDINGS

Stratum Exploratory Holes Encountered

Depth to Base of Stratum (m begl)

Typical Description

Topsoil All locations except TP9, TP18 and TP19

0.15m to 0.30m Brown clayey gravelly Sand, locally sandy Clay (Topsoil).

Made Ground TP9, TP18 and TP19 0.65m to 1.55m Loose sandy ash and slag with brick, metal, glass, pipe and ceramic underlain by possible buried topsoil (TP18). The potential old ponds (TP9 and TP19) were underlain by loose clayey gravelly sand with inclusions of brick and concrete, becoming sandy clay with depth and with a basal layer of potential buried topsoil.

TABLE 2 – SUMMARY OF EXPLORATORY HOLE FINDINGS

Stratum Exploratory Holes Encountered

Depth to Base of Stratum (m begl)

Typical Description

Natural Strata TP9

Majority of locations

Majority of locations

Locally encountered.

2.20m

0.40m to 0.80m

1.30m to >3.00m

Base of stratum not encountered

Soft grey slightly silty Clay.

Stiff fissured silty slightly gravelly Clay that may represent fluvially re-worked Mercia Mudstone or the Anker Sand and Gravel.

Stiff fissured reddish brown locally with light grey slightly silty Clay (becomes friable with depth). This layer was locally soft or firm in TP9 and TP19.

Slightly weathered weak thinly bedded closely fissured friable reddish brown Mudstone. Locally, the Mudstone was interbedded with thin beds of moderately strong light grey Siltstone or fine grained Sandstone.

4.4 Water

4.5 Stability and Excavations

4.6 Standard Penetration Testing (SPTs)

4.7 In-Situ and ex-Situ Shear Vane Tests

Dep

th (m

beg

l)

Undrained Shear Strength (kN/m2)

Weddington Road, Nuneaton

Shear Vane Values (kN/m2) Vs Depth (m begl)

5.0 LABORATORY TESTING & CONTAMINATION ASSESSMENT

5.1 Introduction

5.2 Geotechnical Soil Test Results

TABLE 3 – SUMMARY OF PLASTICITY INDEX (PI) DATA

Sample Ref. MoistureContent (%)

Reported PI Value (%)

Portion Passing 425 m Sieve

Modified PI Value (%)

Volume Change Potential

TP1, 0.75m 23 47 100 NA HighTP3, 1.00m 39 55 100 NA High

TP4, 0.50-0.75m 24 34 100 NA MediumTP7, 0.35-0.60m 27 38 100 NA Medium

TP8, 0.75m 29 47 100 NA High

TABLE 3 – SUMMARY OF PLASTICITY INDEX (PI) DATA

Sample Ref. MoistureContent (%)

Reported PI Value (%)

Portion Passing 425 m Sieve

Modified PI Value (%)

Volume Change Potential

TP13, 0.35-0.60m 23 31 100 NA MediumTP15, 0.75m 26 29 100 NA MediumTP17, 0.80m 25 31 100 NA MediumTP20, 0.75m 27 51 100 NA HighTP21, 0.75m 29 49 100 NA High

TABLE 4 : SUMMARY OF REMOULDED CBR TESTING

Location Depth (m) Average Final M.C. (%)

Bulk Density (Mg/m3)

Dry Density (Mg/m3)

Average (Top and Base of samples) CBR Value (%)

TP4 0.50 24 1.99 1.60 8.75TP7 0.35-0.60 27 1.94 1.53 12.35TP13 0.35-0.60 23 1.98 1.60 11.95

5.3 Contamination Assessment Rationale

5.3.1 Selection of Appropriate Tier 1 Screening Values

5.3.2 Category 4 Screening Levels

urban

Substance Principaldomain

Urbandomain

Mineralisation domain 1

Mineralisation domain 2

Ironstone ChalkSouth

Arsenic 32 mg/kg 290 mg/kg 220 mg/kg Benzo-a-pyrene 0.5 mg/kg 3.6 mg/kgCadmium 1.0 mg/kg 2.1 mg/kg 17 mg/kg 2.9 mg/kg 2.5 mg/kgLead 180 mg/kg 820 mg/kg 2400 mg/kg

5.3.3 National Planning Policy Framework (NPPF)

The Part 2A Statutory Guidance and accompanying Impact Assessment were developed on the basis that Category 4 Screening Levels could be used under the planning regime, as they would be in Part 2A investigations directly

5.3.4 Summary

5.3.5 Selection of Soil Organic Matter (SOM) Content

5.3.6 Assessment Methodology

5.3.7 Statistical Considerations

5.3.8 Null and Alternative Hypothesis

The Null Hypothesis (Ho)

The Alternative Hypothesis (H1) (the question the selected statistical test is designed to answer)

5.3.9 95th Percentile Upper Confidence Level Mean Values

5.3.10 Considerations for Appropriate Dataset(s)

5.3.11 Consideration of Normality of Dataset

The one-sample t test

The one-sided Chebychev Theorem

Failing,however to detect non-normality in a small dataset is unlikely to compromise the validity of the one sample t-test

Given that the one sample t-test is also not sensitive to moderate departures from normality, it is recommended that assessors use the t-test unless there is good evidence that the dataset departs significantly from normality

5.3.12 Consideration of Non-Detects within the Dataset.

5.3.13 Consideration of Outliers

TABLE 5– OUTLIER DECISION MATRIX

UCL < SAC UCL > SAC Outlier Test reveals No Hotspot(s)

Determinant present at acceptable concentrations.

Pervasive contamination present in soil at unacceptable concentrations.

Outlier Test reveals Hotspot(s)

Determinant present at acceptable concentrations.

Possible second population identified. Only of potential concern where outlier is at an individual concentration in excess of the Tier 1 SAC.

Pervasive contamination present in soil at unacceptable concentrations with possible hotspots of contamination identified.

5.3.14 CLEA Averaging Area

5.3.15 Sampling Strategy

5.4 Contamination Soil Test Results

5.4.1 Standard Contamination Suite – Topsoil and Made Ground

TABLE 6 – SUMMARY OF TIER 1 SITE ACCEPTANCE CRITERIA DATA ASSESSMENTRESIDENTIAL END-USE WITH PLANT UPTAKE (TOPSOIL AND MADE GROUND)

Contaminants – Potentially Harmful to

Human Health

No. of Samples Tested

Concentration Range (mg/kg)

Tier 1 SAC (mg/kg)

C4SL(mg/kg)

UCL(mg/kg)

Tier 1 SAC Exceeded @

UCL(Yes/No)

MetalsArsenic 8 7-110 37 S4UL 37 45.9 Yes-TP18

(Made Ground) Chromium 8 29-100 910 S4UL - NA No

Copper 8 19-460 2400 S4UL - NA NoLead 8 32-230 200 C4SL 200* 61.9* No but CLEA

Mean Value Test Required-TP18 (Made

Ground) Nickel 8 28-40 180 S4UL - NA NoZinc 8 76-730 3700 S4UL - NA No

PAHsPhenanthrene 8 <0.1-0.6 95 S4UL - NA No

Anthracene 8 <0.1-0.1 2400 S4UL NA NoFluoranthene 8 <0.1-1.0 280 S4UL - NA No

Pyrene 8 <0.1-0.8 620 S4UL - NA NoBenzo(a)anthracene 8 <0.1-0.3 7.2 S4UL - NA No

Chrysene 8 <0.1-0.3 15 S4UL - NA NoBenzo(b)fluoranthene 8 <0.1-0.3 2.6 S4UL - NA NoBenzo(k)fluoranthene 8 <0.1-0.2 77 S4UL NA No

Benzo(a)pyrene 8 <0.1-0.3 2.2 S4UL 5 NA NoIndeno(123cd)pyrene 8 <0.1-0.2 27 S4UL - NA NoBenzo(ghi)perylene 8 <0.1-0.2 320 S4UL - NA No

KeyS4UL – CIEH/LQM Suitable 4 Use Levels (2015). Copyright Land Quality Management Limited reproduced with permission; Publication Number S4UL3026. All rights reserved. C4SL – C4SL value for Lead taken from DEFRA publication SP1010 and based on a residential end-use with home-grown produce pathway NA – Not applicable as Tier I SAC greater than individual soil concentrations. *– Geometric Mean (see SGV10 pg14)

5.4.2 Standard Contamination Suite – Natural Strata

TABLE 7 – SUMMARY OF TIER 1 SITE ACCEPTANCE CRITERIA DATA ASSESSMENTRESIDENTIAL END-USE WITH PLANT UPTAKE (NATURAL STRATA)

Contaminants – Potentially Harmful to

Human Health

No. of Samples Tested

Concentration Range (mg/kg)

Tier 1 SAC (mg/kg)

C4SL(mg/kg)

UCL(mg/kg)

Tier 1 SAC Exceeded @

UCL(Yes/No)

MetalsArsenic 8 7-13 37 S4UL 37 NA No

Chromium 8 33-70 910 S4UL - NA NoCopper 8 12-51 2400 S4UL - NA NoLead 8 15-28 200 C4SL 200* NA NoNickel 8 28-64 180 S4UL - NA NoZinc 8 56-87 3700 S4UL - NA No

KeyS4UL – CIEH/LQM Suitable 4 Use Levels (2015). Copyright Land Quality Management Limited reproduced with permission; Publication Number S4UL3026. All rights reserved. C4SL – C4SL value for Lead taken from DEFRA publication SP1010 and based on a residential end-use with home-grown produce pathway NA – Not applicable as Tier I SAC greater than individual soil concentrations. *– Geometric Mean (see SGV10 pg14)

5.5 Total Petroleum Hydrocarbon (TPH)

TABLE 8 – SUMMARY OF TIER 1 SITE ACCEPTANCE CRITERIA DATA ASSESSMENTRESIDENTIAL END-USE WITH PLANT UPTAKE (TOTAL PETROLEUM HYDROCARBONS)

Contaminants – Potentially Harmful to

Human Health

No. of Samples Tested

Concentration Range (mg/kg)

Tier 1 SAC (mg/kg)

C4SL(mg/kg)

UCL(mg/kg)

Tier 1 SAC Exceeded @

UCL(Yes/No)

TPHAliphatic >C12-C16 2 <2-15 1100 S4UL 37 NA NoAliphatic >C16-C21 2 <1-300 65000 S4UL - NA NoAliphatic >C21-C35 2 27-540 65000 S4UL - NA NoAliphatic >C35-C44 2 7-74 65000 C4SL 200* NA NoAromatic >C16-C21 2 <1-79 260 S4UL - NA NoAromatic >C21-C35 2 7-310 1100 S4UL NA NoAromatic >C35-C44 2 2-120 1100 S4UL NA No

BTEXToluene 2 <0.02-0.023 130 S4UL NA No

KeyS4UL – CIEH/LQM Suitable 4 Use Levels (2015). Copyright Land Quality Management Limited reproduced with permission; Publication Number S4UL3026. All rights reserved. C4SL – C4SL value for Lead taken from DEFRA publication SP1010 and based on a residential end-use with home-grown produce pathway NA – Not applicable as Tier I SAC greater than individual soil concentrations. *– Geometric Mean (see SGV10 pg14)

5.6 Pesticides/Insecticides

5.7 Asbestos

5.8 Contamination Assessment Summary

6.0 GROUND GAS & WATER MONITORING

6.1 Introduction

6.2 Results of the Gas Monitoring

TABLE 9 – SUMMARY OF GAS MONITORING DATA

Parameter Minimum % by volume (v/v) Maximum % by volume (v/v)

6.3 Appropriate Guidance

6.4 Ground Gas Analysis

6.5 Ground Gas Precautions

7.0 CONCEPTUAL SITE MODEL

7.1 General

7.2 CPR Considerations

7.3 Consideration of Potential Sources of Contamination (C)

7.4 Consideration of Potential Pathways (P)

7.5 Consideration of Potential Receptors (R)

7.6 Summary

TABLE 10 – SUMMARY OF CPR ASSESSMENT

Contaminant Pathway Receptor Comments

Plau

sible

Pollu

tant

Lin

kage

Possible Mitigation

Possible Statutory

‘Contaminated Land’

followingmitigation

Contaminated Soils

DirectIngestion & Direct Contact

Site Workers The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

Localised ashy Made Ground should be excluded from gardens and soft landscaping.

X

Site workers to wear appropriate PPE for health and safety reasons.

X

Contaminated Soils

Inhalationof Dust

Site Workers The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

XSite workers to wear appropriate PPE for health and safety reasons. X

Contaminated Soils

DirectIngestion & Direct Contact

End Users The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

Localised ashy Made Ground should be excluded from gardens and soft landscaping.

X

Provision of suitable topsoil growing media.

X

Contaminated Soils

Inhalationof Dust

End Users The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

Localised ashy Made Ground should be excluded from gardens and soft landscaping.

Following site development, generation of significant levels of dust on a chronic basis unlikely.

X

Provision of suitable topsoil growing media.

X

Contaminated Soils

DirectIngestion

Flora andFauna

The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

Localised ashy Made Ground should be excluded from gardens and soft landscaping.

X

Provision of suitable topsoil growing media.

X

Contaminated Soils

Verticaland lateral migration

ControlledWaters

The concentrations of determinants detected are considered unlikely to represent a potential significant risk to controlled waters.

X

No specific mitigation required in relation to the chemical status of the soils at the site. X

Contaminated Soils

Directcontact

BuildingMaterials

Design Class DS-1/ACEC Class AC-1 (BRE Spec. Digest 1).

XAdopt appropriate concrete mix to all buried concrete.

XContaminated Soils

Directcontact

Services The soils tested at the site may be regarded as being uncontaminated for the proposed end use.

XConsult utility companies regarding appropriate utility materials (including water supply pipes).

X

TABLE 10 – SUMMARY OF CPR ASSESSMENT

Contaminant Pathway Receptor Comments

Plau

sible

Pollu

tant

Lin

kage

Possible Mitigation

Possible Statutory

‘Contaminated Land’

followingmitigation

Ground Gases Verticaland lateral migration

End Users &BuildingEnvelope

The site may be classified as Green in accordance with NHBC guidance. X

Ground gas precautions are not required for the proposed structures at this stage.

XRadon Vertical

and lateral migration

End Users &BuildingEnvelope

The site is not located within an area which requires radon protection measures in the construction of new dwellings and extensions.

XRadon precautions are notrequired in proposed buildings. X

KEY

Where text is in Bold Italic item is potentially present. Where normal text is used item is not present/plausible.

X - Pollutant linkage not plausible. - Pollutant linkage plausible, mitigation required.

? - Insufficient information, further work necessary.

8.0 CONCLUSIONS & RECOMMENDATIONS

8.1 Ground Conditions

8.2 Foundation Design

2

8.3 Building Near Trees

8.4 Floor Slabs and Ground Gas Precautions

8.5 Radon

8.6 Coal Mining

8.7 Water

8.8 Excavations

8.9 Sulphate Classification

8.10 CBRs and Pavements

8.11 Soakaways

8.12 Contamination Assessment

8.13 Remediation Proposals

8.13.1 Proposed Gardens and Soft Landscaped Areas

8.13.2 Topsoil

8.13.3 Off-site Disposal

8.13.4 Removal of ASTs

8.14 Unforeseen Circumstances

8.15 Construction Workers

8.16 Utilities

8.17 Licenses, Permits, Registrations and Approvals

8.18 Statutory Consultation

8.19 Backfilled Ponds

8.20 Inaccessible Area/Pond

8.21 Further Works

APPENDIX I

Site Location Plan (Figure No. 35067/01)

APPENDIX II

Annotated Site Plan (Figure No. 35067/02)

APPENDIX III

Site Plans Showing Site Views (Figure No’s 35067/03)

APPENDIX IV

Exploratory Hole Location Plan (Figure No. 35067/04)

APPENDIX V

Exploratory Hole Logs

Legend Depth

Project No:

Description of Strata (m)Sample

RefSample

Type

Field

TypeTest

FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP1

Legend Depth

Project No:

Description of Strata (m)Sample

RefSample

Type

Field

TypeTest

FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP2

Legend Depth

Project No:

Description of Strata (m)Sample

RefSample

Type

Field

TypeTest

FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP3

Legend Depth

Project No:

Description of Strata (m)Sample

RefSample

Type

Field

TypeTest

FieldTest

ResultGround-Water

Remarks:

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Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP4

Legend Depth

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RefSample

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Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

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Weddington Road, Nuneaton Barratt Homes Limited

TP5

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RefSample

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Logged:

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TP6

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Weddington Road, Nuneaton Barratt Homes Limited

TP7

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RefSample

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Logged:

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Scale:

Drawing No.

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Weddington Road, Nuneaton Barratt Homes Limited

TP8

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RefSample

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Logged:

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Drawing No.

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TP9

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Logged:

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Drawing No.

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TP10

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RefSample

Type

Field

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Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP11

Legend Depth

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Description of Strata (m)Sample

RefSample

Type

Field

TypeTest

FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP12

Legend Depth

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RefSample

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Logged:

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Scale:

Drawing No.

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TP13

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Logged:

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Drawing No.

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TP14

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RefSample

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Logged:

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Scale:

Drawing No.

2 2

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TP15

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RefSample

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Scale:

Drawing No.

2 2

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TP16

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Scale:

Drawing No.

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TP17

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Description of Strata (m)Sample

RefSample

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Scale:

Drawing No.

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Weddington Road, Nuneaton Barratt Homes Limited

TP18

Legend Depth

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Description of Strata (m)Sample

RefSample

Type

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FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

Date:

Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

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TP18

Legend Depth

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Description of Strata (m)Sample

RefSample

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FieldTest

ResultGround-Water

Remarks:

Project: Client:

Logged:

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Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

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TP19

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Description of Strata (m)Sample

RefSample

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Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

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TP20

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RefSample

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Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP21

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RefSample

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FieldTest

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Remarks:

Project: Client:

Logged:

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Checked & Approved: Field Book Ref: Plant:

Scale:

Drawing No.

2 2

Weddington Road, Nuneaton Barratt Homes Limited

TP22

Depth &LegendDepth (Thickness)Type Sample SPT

(m) Ref "N"Value

Samples and TestsDescription of Strata

(m)Casing

(m)Ground-water Installation

Remarks:

Project:Logged:Date:

Client:Checked & Approved: Field Book Ref: Plant:

Scale:Drawing Ref:

Key:

Weddington Road, Nuneaton Barratt Homes Limited

WS1

Depth &LegendDepth (Thickness)Type Sample SPT

(m) Ref "N"Value

Samples and TestsDescription of Strata

(m)Casing

(m)Ground-water Installation

Remarks:

Project:Logged:Date:

Client:Checked & Approved: Field Book Ref: Plant:

Scale:Drawing Ref:

Key:

Weddington Road, Nuneaton Barratt Homes Limited

WS2

Depth &LegendDepth (Thickness)Type Sample SPT

(m) Ref "N"Value

Samples and TestsDescription of Strata

(m)Casing

(m)Ground-water Installation

Remarks:

Project:Logged:Date:

Client:Checked & Approved: Field Book Ref: Plant:

Scale:Drawing Ref:

Key:

Weddington Road, Nuneaton Barratt Homes Limited

WS3

Depth &LegendDepth (Thickness)Type Sample SPT

(m) Ref "N"Value

Samples and TestsDescription of Strata

(m)Casing

(m)Ground-water Installation

Remarks:

Project:Logged:Date:

Client:Checked & Approved: Field Book Ref: Plant:

Scale:Drawing Ref:

Key:

Weddington Road, Nuneaton Barratt Homes Limited

WS4

Depth &LegendDepth (Thickness)Type Sample SPT

(m) Ref "N"Value

Samples and TestsDescription of Strata

(m)Casing

(m)Ground-water Installation

Remarks:

Project:Logged:Date:

Client:Checked & Approved: Field Book Ref: Plant:

Scale:Drawing Ref:

Key:

Weddington Road, Nuneaton Barratt Homes Limited

WS5

APPENDIX VI

Laboratory Soil Test Results

Scientific Analysis Laboratories LtdCertificate of Analysis

Hadfield HouseHadfield Street

CornbrookManchester

M16 9FETel : 0161 874 2400Fax : 0161 874 2468

Report Number: 486421-1

Date of Report: 24-Jun-2015

Customer: Geodyne LtdUnit 2.2Clarendon HouseClarendon Business ParkNottinghamNottinghamshireNG5 1AH

Customer Contact: Mr Ross McIntyre

Customer Job Reference: 35067Customer Site Reference: Wedding Road, Nuneaton

Date Job Received at SAL: 16-Jun-2015Date Analysis Started: 18-Jun-2015

Date Analysis Completed: 22-Jun-2015

The results reported relate to samples received in the laboratoryOpinions and interpretations expressed herein are outside the scope of UKAS accreditationThis report should not be reproduced except in full without the written approval of the laboratoryTests covered by this certificate were conducted in accordance with SAL SOPsAll results have been reviewed in accordance with Section 25 of the SAL Quality Manual

This document has been printed from a digitally signed master copy

Scientific Analysis Laboratories is a

limited company registered in England and

Wales (No 2514788) whose address is at

Hadfield House, Hadfield Street, Manchester M16 9FE

1549

Report checkedand authorised by :Chris MurphyProject Manager

Issued by :Chris MurphyProject Manager

Page 1 of 3

486421-1

SAL Reference: 486421

Project Site: Wedding Road, Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

MCERTS Preparation

SAL Reference 486421 001 486421 002Customer Sample Reference GRAB 1 GRAB 2

Date Sampled 12-JUN-2015 12-JUN-2015Type Topsoil Topsoil

Determinand Method TestSample LOD Units

MCERTS Classification T143 AR

Moisture @ 105 C T162 AR 0.1 % 46 18

SAL Reference: 486421

Project Site: Wedding Road, Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Geodyne TPH (CWG)

SAL Reference 486421 001 486421 002Customer Sample Reference GRAB 1 GRAB 2

Date Sampled 12-JUN-2015 12-JUN-2015Type Topsoil Topsoil

Determinand Method TestSample LOD Units

TPH (C5-C6 aliphatic) T209 M105 0.100 mg/kg (110) <0.200 (110) <0.200

TPH (C6-C8 aliphatic) T209 M105 0.10 mg/kg (110) <0.20 (110) <0.20

TPH (C8-C10 aliphatic) T209 M105 0.10 mg/kg (110) <0.20 (110) <0.20

TPH (C10-C12 aliphatic) T206 M105 1 mg/kg <1 (9) <10

TPH (C12-C16 aliphatic) T206 M105 2 mg/kg <2 15TPH (C16-C21 aliphatic) T206 M105 1 mg/kg <1 300TPH (C21-C35 aliphatic) T206 M105 4 mg/kg 27 540TPH (C35-C44 aliphatic) T8 M105 1 mg/kg 7 74

TPH (C6-C7 aromatic) T209 M105 0.10 mg/kg (110) <0.20 (110) <0.20

TPH (C7-C8 aromatic) T209 M105 0.10 mg/kg (110) <0.20 (110) <0.20

TPH (C8-C10 aromatic) T209 M105 0.10 mg/kg (110) <0.20 (110) <0.20

TPH (C10-C12 aromatic) T206 M105 1 mg/kg <1 (9) <10

TPH (C12-C16 aromatic) T206 M105 1 mg/kg <1 (9) <10

TPH (C16-C21 aromatic) T206 M105 1 mg/kg <1 79TPH (C21-C35 aromatic) T206 M105 1 mg/kg 7 310TPH (C35-C44 aromatic) T8 M105 1 mg/kg 2 120TPH (Aliphatic) total T85 M105 mg/kg 33 940TPH (Aromatic) total T85 M105 mg/kg 8.8 510TPH (Aliphatic+Aromatic) (sum) T85 M105 mg/kg 42 1500

SAL Reference: 486421

Project Site: Wedding Road, Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

BTEX GRO MTBE

SAL Reference 486421 001 486421 002Customer Sample Reference GRAB 1 GRAB 2

Date Sampled 12-JUN-2015 12-JUN-2015Type Topsoil Topsoil

Determinand Method TestSample LOD Units

Benzene T209 M105 10 μg/kg (13,110) <20 (110,13) <20

Toluene T209 M105 10 μg/kg 23 (110) <20

EthylBenzene T209 M105 10 μg/kg (110) <20 (110) <20

M/P Xylene T209 M105 10 μg/kg (110) <20 (110) <20

O Xylene T209 M105 10 μg/kg (110) <20 (110) <20

Methyl tert-Butyl Ether T209 M105 10 μg/kg (110) <20 (110) <20

Gasoline Range Organics T54 M105 100 μg/kg (110) <100 (110) <100

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 2 of 3

486421-1

Index to symbols used in 486421-1

Method Index

Accreditation Summary

Value DescriptionAR As Received

M105 Analysis conducted on an "as received" aliquot.Results are reported on a dry weight basis wheremoisture content was determined by assisted drying ofsample at 105C

9 LOD raised due to dilution of sample

110 LOD raised due to low internal standard recovery.

13 Results have been blank corrected.

M Analysis is MCERTS accredited

N Analysis is not UKAS accredited

Value DescriptionT85 Calc

T206 GC/FID (MCERTS)

T8 GC/FID

T143 Process

T162 Grav (1 Dec) (105 C)

T209 GC/MS(Head Space)(MCERTS)

T54 GC/MS (Headspace)

Determinand Method TestSample LOD Units Symbol SAL References

TPH (C5-C6 aliphatic) T209 M105 0.100 mg/kg N 001-002

TPH (C6-C8 aliphatic) T209 M105 0.10 mg/kg N 001-002

TPH (C8-C10 aliphatic) T209 M105 0.10 mg/kg N 001-002

TPH (C10-C12 aliphatic) T206 M105 1 mg/kg N 001-002

TPH (C12-C16 aliphatic) T206 M105 2 mg/kg M 001-002

TPH (C16-C21 aliphatic) T206 M105 1 mg/kg M 001-002

TPH (C21-C35 aliphatic) T206 M105 4 mg/kg M 001-002

TPH (C35-C44 aliphatic) T8 M105 1 mg/kg N 001-002

TPH (C6-C7 aromatic) T209 M105 0.10 mg/kg N 001-002

TPH (C7-C8 aromatic) T209 M105 0.10 mg/kg N 001-002

TPH (C8-C10 aromatic) T209 M105 0.10 mg/kg N 001-002

TPH (C10-C12 aromatic) T206 M105 1 mg/kg M 001-002

TPH (C12-C16 aromatic) T206 M105 1 mg/kg M 001-002

TPH (C16-C21 aromatic) T206 M105 1 mg/kg M 001-002

TPH (C21-C35 aromatic) T206 M105 1 mg/kg M 001-002

TPH (C35-C44 aromatic) T8 M105 1 mg/kg N 001-002

TPH (Aliphatic) total T85 M105 mg/kg N 001-002

TPH (Aromatic) total T85 M105 mg/kg N 001-002

TPH (Aliphatic+Aromatic) (sum) T85 M105 mg/kg N 001-002

Benzene T209 M105 10 μg/kg M 001-002

Toluene T209 M105 10 μg/kg M 001-002

EthylBenzene T209 M105 10 μg/kg M 001-002

M/P Xylene T209 M105 10 μg/kg M 001-002

O Xylene T209 M105 10 μg/kg M 001-002

Methyl tert-Butyl Ether T209 M105 10 μg/kg M 001-002

Gasoline Range Organics T54 M105 100 μg/kg N 001-002

MCERTS Classification T143 AR M 001-002

Moisture @ 105 C T162 AR 0.1 % N 001-002

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 3 of 3

486421-1

Scientific Analysis Laboratories LtdCertificate of Analysis

Hadfield HouseHadfield Street

CornbrookManchester

M16 9FETel : 0161 874 2400Fax : 0161 874 2468

Report Number: 482614-1

Date of Report: 09-Jun-2015

Customer: Geodyne LtdThe GranaryChurch LaneThrumptonNottinghamshireNG11 0AX

Customer Contact: Mr Chris Paling

Customer Job Reference: 35067Customer Purchase Order: 482614

Customer Site Reference: NuneatonDate Job Received at SAL: 01-Jun-2015

Date Analysis Started: 04-Jun-2015Date Analysis Completed: 09-Jun-2015

The results reported relate to samples received in the laboratoryOpinions and interpretations expressed herein are outside the scope of UKAS accreditationThis report should not be reproduced except in full without the written approval of the laboratoryTests covered by this certificate were conducted in accordance with SAL SOPsAll results have been reviewed in accordance with Section 25 of the SAL Quality Manual

This document has been printed from a digitally signed master copy

Scientific Analysis Laboratories is a

limited company registered in England and

Wales (No 2514788) whose address is at

Hadfield House, Hadfield Street, Manchester M16 9FE

1549

Report checkedand authorised by :Ross WalkerSales Support Manager

Issued by : Ross WalkerSales Support Manager

Page 1 of 9

482614-1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

MCERTS Preparation

SAL Reference 482614 013 482614 014 482614 019 482614 020 482614 024 482614 025Customer Sample Reference TP5 TP5 TP7 TP7 TP9 TP9

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.30 0.10 0.40 0.25 1.30Type Topsoil Sandy Soil Topsoil Sandy Soil Sandy Soil Topsoil

Determinand Method TestSample LOD Units

Moisture @ 105 C T162 AR 0.1 % 13 19 16 18 25 29Retained on 10mm sieve T2 M40 0.1 % <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

MCERTS Preparation

SAL Reference 482614 033 482614 034 482614 040 482614 041 482614 044 482614 045Customer Sample Reference TP13 TP13 TP16 TP16 TP18 TP18

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.20 0.50 0.20 0.80 0.30 0.75Type Topsoil Sandy Soil Topsoil Clay Sandy Soil Clay

Determinand Method TestSample LOD Units

Moisture @ 105 C T162 AR 0.1 % 11 14 19 19 22 17Retained on 10mm sieve T2 M40 0.1 % <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

MCERTS Preparation

SAL Reference 482614 047 482614 048 482614 051 482614 052Customer Sample Reference TP19 TP19 TP21 TP21

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 1.00 1.75 0.20 0.60Type Clay Sandy Soil Topsoil Clay

Determinand Method TestSample LOD Units

Moisture @ 105 C T162 AR 0.1 % 24 14 17 19Retained on 10mm sieve T2 M40 0.1 % <0.1 <0.1 <0.1 <0.1

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 2 of 9

482614-1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Geodyne Suite 1

SAL Reference 482614 013 482614 014 482614 019 482614 020 482614 024 482614 025Customer Sample Reference TP5 TP5 TP7 TP7 TP9 TP9

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.30 0.10 0.40 0.25 1.30Type Topsoil Sandy Soil Topsoil Sandy Soil Sandy Soil Topsoil

Determinand Method TestSample LOD Units

pH T7 AR 6.8 7.2 7.6 8.0 7.5 6.7Arsenic T6 M40 2 mg/kg 11 7 7 7 8 7Cadmium T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1

Chromium T6 M40 1 mg/kg 34 70 38 51 39 54Chromium VI T6 AR 1 mg/kg <1 <1 <1 <1 <1 <1

Copper T6 M40 1 mg/kg 31 15 19 16 22 17Lead T6 M40 1 mg/kg 72 15 32 21 54 25Mercury T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1

Nickel T6 M40 1 mg/kg 28 64 34 50 33 49Selenium T6 M40 3 mg/kg <3 <3 <3 <3 <3 <3

Zinc T6 M40 1 mg/kg 120 81 76 69 99 82Total Organic Carbon T21 M40 0.1 % 4.4 0.6 2.4 1.0 1.6 2.9

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Geodyne Suite 1

SAL Reference 482614 033 482614 034 482614 040 482614 041 482614 044 482614 045Customer Sample Reference TP13 TP13 TP16 TP16 TP18 TP18

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.20 0.50 0.20 0.80 0.30 0.75Type Topsoil Sandy Soil Topsoil Clay Sandy Soil Clay

Determinand Method TestSample LOD Units

pH T7 AR 7.0 7.3 7.2 7.3 7.8 7.5Arsenic T6 M40 2 mg/kg 7 7 9 13 110 11Cadmium T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1

Chromium T6 M40 1 mg/kg 35 44 29 52 100 33Chromium VI T6 AR 1 mg/kg <1 <1 <1 <1 <1 <1

Copper T6 M40 1 mg/kg 25 15 44 12 460 51Lead T6 M40 1 mg/kg 43 18 94 12 230 28Mercury T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1

Nickel T6 M40 1 mg/kg 33 42 30 48 30 28Selenium T6 M40 3 mg/kg <3 <3 <3 <3 <3 <3

Zinc T6 M40 1 mg/kg 82 71 150 66 730 87Total Organic Carbon T21 M40 0.1 % 2.2 0.8 4.8 0.4 5.4 0.8

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 3 of 9

482614-1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Geodyne Suite 1

SAL Reference 482614 047 482614 048 482614 051 482614 052Customer Sample Reference TP19 TP19 TP21 TP21

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 1.00 1.75 0.20 0.60Type Clay Sandy Soil Topsoil Clay

Determinand Method TestSample LOD Units

pH T7 AR 6.9 8.0 7.1 7.4Arsenic T6 M40 2 mg/kg 17 11 7 7Cadmium T6 M40 1 mg/kg <1 <1 <1 <1

Chromium T6 M40 1 mg/kg 48 42 34 69Chromium VI T6 AR 1 mg/kg <1 <1 <1 <1

Copper T6 M40 1 mg/kg 48 12 27 13Lead T6 M40 1 mg/kg 55 12 34 12Mercury T6 M40 1 mg/kg <1 <1 <1 <1

Nickel T6 M40 1 mg/kg 40 37 29 60Selenium T6 M40 3 mg/kg <3 <3 <3 <3

Zinc T6 M40 1 mg/kg 160 56 89 79Total Organic Carbon T21 M40 0.1 % 2.8 0.2 2.7 0.7

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Miscellaneous

SAL Reference 482614 001 482614 005 482614 012 482614 016 482614 021 482614 022Customer Sample Reference TP1 TP2 TP4 TP6 TP7 TP8

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.40 0.75 0.10 0.75 0.10Type

Determinand Method TestSample LOD Units

Asbestos ID T27 AR N.D. - - N.D. - N.D.

(Water Soluble) SO4 expressed as SO4 T242 AR 0.01 g/l - 0.01 <0.01 - <0.01 -

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Miscellaneous

SAL Reference 482614 029 482614 034 482614 037 482614 039 482614 042 482614 043Customer Sample Reference TP11 TP13 TP14 TP15 TP17 TP17

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.50 0.75 0.50 0.15 0.50Type Sandy Soil

Determinand Method TestSample LOD Units

Asbestos ID T27 AR N.D. - - - N.D. -

(Water Soluble) SO4 expressed as SO4 T242 AR 0.01 g/l - <0.01 0.01 <0.01 - <0.01

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 4 of 9

482614-1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Miscellaneous

SAL Reference 482614 045 482614 050 482614 051 482614 052 482614 053 482614 055Customer Sample Reference TP18 TP20 TP21 TP21 TP22 HA1

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.75 0.75 0.20 0.60 0.20Type Clay Topsoil Clay

Determinand Method TestSample LOD Units

Asbestos ID T27 AR - - N.D. - N.D. N.D.

(Water Soluble) SO4 expressed as SO4 T242 AR 0.01 g/l 0.12 <0.01 - <0.01 - -

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

GeoDyne USEPA16 PAHs

SAL Reference 482614 013 482614 014 482614 019 482614 020 482614 024 482614 025Customer Sample Reference TP5 TP5 TP7 TP7 TP9 TP9

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.30 0.10 0.40 0.25 1.30Type Topsoil Sandy Soil Topsoil Sandy Soil Sandy Soil Topsoil

Determinand Method TestSample LOD Units

Naphthalene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Acenaphthylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Acenaphthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Fluorene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Phenanthrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.6 <0.1

Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.1 <0.1

Fluoranthene T207 M105 0.1 mg/kg 0.1 <0.1 0.1 <0.1 1.0 <0.1

Pyrene T207 M105 0.1 mg/kg 0.1 <0.1 0.1 <0.1 0.8 <0.1

Benzo(a)Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.3 <0.1

Chrysene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.3 <0.1

Benzo(b)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.1 <0.1 0.3 <0.1

Benzo(k)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.1 <0.1

Benzo(a)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.3 <0.1

Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.1 <0.1

Benzo(ghi)Perylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 0.1 <0.1

PAH(total) T207 M105 0.1 mg/kg 0.2 <0.1 0.3 <0.1 4.0 <0.1

Dibenzo(ah)Anthracene T99 M105 0.10 mg/kg <0.10 <0.10 <0.10 <0.10 <0.10 <0.10

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 5 of 9

482614-1

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

GeoDyne USEPA16 PAHs

SAL Reference 482614 033 482614 034 482614 040 482614 041 482614 044 482614 045Customer Sample Reference TP13 TP13 TP16 TP16 TP18 TP18

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.20 0.50 0.20 0.80 0.30 0.75Type Topsoil Sandy Soil Topsoil Clay Sandy Soil Clay

Determinand Method TestSample LOD Units

Naphthalene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Acenaphthylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Acenaphthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Fluorene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Phenanthrene T207 M105 0.1 mg/kg <0.1 <0.1 0.1 <0.1 0.2 <0.1

Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.5 <0.1 0.3 <0.1

Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 0.4 <0.1 0.3 <0.1

Benzo(a)Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 0.2 <0.1 0.1 <0.1

Chrysene T207 M105 0.1 mg/kg <0.1 <0.1 0.3 <0.1 0.2 <0.1

Benzo(b)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.3 <0.1 0.2 <0.1

Benzo(k)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.2 <0.1 <0.1 <0.1

Benzo(a)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 0.3 <0.1 0.1 <0.1

Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 0.2 <0.1 <0.1 <0.1

Benzo(ghi)Perylene T207 M105 0.1 mg/kg <0.1 <0.1 0.2 <0.1 <0.1 <0.1

PAH(total) T207 M105 0.1 mg/kg <0.1 <0.1 2.7 <0.1 1.4 <0.1

Dibenzo(ah)Anthracene T99 M105 0.10 mg/kg <0.10 <0.10 <0.10 <0.10 <0.10 <0.10

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

GeoDyne USEPA16 PAHs

SAL Reference 482614 047 482614 048 482614 051 482614 052Customer Sample Reference TP19 TP19 TP21 TP21

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 1.00 1.75 0.20 0.60Type Clay Sandy Soil Topsoil Clay

Determinand Method TestSample LOD Units

Naphthalene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Acenaphthylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Acenaphthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Fluorene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Phenanthrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Benzo(a)Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Chrysene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Benzo(b)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Benzo(k)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Benzo(a)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Benzo(ghi)Perylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

PAH(total) T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 <0.1

Dibenzo(ah)Anthracene T99 M105 0.10 mg/kg <0.10 <0.10 <0.10 <0.10

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 6 of 9

482614-1

Index to symbols used in 482614-1

Notes

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Organochlorine insecticides

SAL Reference 482614 057 482614 058 482614 059 482614 060 482614 061Customer Sample Reference WS1 WS2 WS3 WS4 WS5

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.15 0.10 0.10 0.10

Determinand Method TestSample LOD Units

Aldrin T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Chlordane T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

DDD T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

DDE T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

DDT T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Dieldrin T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Endosulphan T16 AR 0.01 mg/kg (2) <0.02 (2) <0.02 (2) <0.02 (2) <0.03 (2) <0.02

Endrin T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Heptachlor T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Heptachlor epoxide T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Hexachlorobenzene T1 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Hexachlorocyclohexane T16 AR 0.01 mg/kg (2) <0.02 (2) <0.02 <0.01 (2) <0.02 (2) <0.02

SAL Reference: 482614

Project Site: Nuneaton

Customer Reference: 35067

Soil Analysed as Soil

Organophosphorous insecticides

SAL Reference 482614 057 482614 058 482614 059 482614 060 482614 061Customer Sample Reference WS1 WS2 WS3 WS4 WS5

Date Sampled 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015 29-MAY-2015Depth 0.10 0.15 0.10 0.10 0.10

Determinand Method TestSample LOD Units

Azinphos methyl T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Diazinon T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Dichlorvos T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Dimethoate T16 AR 0.01 mg/kg (2) <0.02 (2) <0.02 <0.01 (2) <0.02 (2) <0.02

Fenitrothion T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Malathion T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Mevinphos T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Parathion T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Pirimiphos methyl T16 AR 0.01 mg/kg <0.01 <0.01 <0.01 <0.01 <0.01

Value DescriptionAR As Received

M40 Analysis conducted on sample assisteddried at no more than 40C. Results arereported on a dry weight basis.

M105 Analysis conducted on an "as received"aliquot. Results are reported on a dry weightbasis where moisture content wasdetermined by assisted drying of sample at105C

N.D. Not Detected

2 LOD Raised Due to Matrix Interference

S Analysis was subcontracted

M Analysis is MCERTS accredited

U Analysis is UKAS accredited

N Analysis is not UKAS accredited

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 7 of 9

482614-1

Method Index

Accreditation Summary

Asbestos was subcontracted to REC Asbestos

Value DescriptionT21 OX/IR

T16 GC/MS

T1 GC/MS (HR)

T6 ICP/OES

T7 Probe

T99 GC/MS (LV)

T207 GC/MS (MCERTS)

T162 Grav (1 Dec) (105 C)

T242 2:1 Extraction/ICP/OES (TRL 447 T1)

T2 Grav

T27 PLM

Determinand Method TestSample LOD Units Symbol SAL References

Asbestos ID T27 AR SU 001,016,022,029,042,051,053,055

(Water Soluble) SO4 expressed as SO4 T242 AR 0.01 g/l N 005,012,021,034,037,039,043,045,050,052

pH T7 AR M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Arsenic T6 M40 2 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Cadmium T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Chromium T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Chromium VI T6 AR 1 mg/kg N 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Copper T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Lead T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Mercury T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Nickel T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Selenium T6 M40 3 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Zinc T6 M40 1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Total Organic Carbon T21 M40 0.1 % N 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Naphthalene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Acenaphthylene T207 M105 0.1 mg/kg U 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Acenaphthene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Fluorene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Phenanthrene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Anthracene T207 M105 0.1 mg/kg U 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Fluoranthene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Pyrene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Benzo(a)Anthracene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Chrysene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Benzo(b)fluoranthene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Benzo(k)fluoranthene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Benzo(a)Pyrene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Benzo(ghi)Perylene T207 M105 0.1 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

PAH(total) T207 M105 0.1 mg/kg U 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Dibenzo(ah)Anthracene T99 M105 0.10 mg/kg M 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Moisture @ 105 C T162 AR 0.1 % N 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Retained on 10mm sieve T2 M40 0.1 % N 013-014,019-020,024-025,033-034,040-041,044-045,047-048,051-052

Aldrin T16 AR 0.01 mg/kg U 057-061

Chlordane T16 AR 0.01 mg/kg U 057-061

DDD T16 AR 0.01 mg/kg U 057-061

DDE T16 AR 0.01 mg/kg U 057-061

DDT T16 AR 0.01 mg/kg U 057-061

Dieldrin T16 AR 0.01 mg/kg U 057-061

Endosulphan T16 AR 0.01 mg/kg U 057-061

Endrin T16 AR 0.01 mg/kg U 057-061

Heptachlor T16 AR 0.01 mg/kg U 057-061

Heptachlor epoxide T16 AR 0.01 mg/kg U 057-061

Hexachlorobenzene T1 AR 0.01 mg/kg U 057-061

Hexachlorocyclohexane T16 AR 0.01 mg/kg U 057-061

Azinphos methyl T16 AR 0.01 mg/kg U 057-061

Diazinon T16 AR 0.01 mg/kg U 057-061

Dichlorvos T16 AR 0.01 mg/kg U 057-061

Dimethoate T16 AR 0.01 mg/kg U 057-061

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 8 of 9

482614-1

Determinand Method TestSample LOD Units Symbol SAL References

Fenitrothion T16 AR 0.01 mg/kg U 057-061

Malathion T16 AR 0.01 mg/kg U 057-061

Mevinphos T16 AR 0.01 mg/kg U 057-061

Parathion T16 AR 0.01 mg/kg U 057-061

Pirimiphos methyl T16 AR 0.01 mg/kg U 057-061

This document has been printed from a digitally signed master copy

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 9 of 9

482614-1

5 – 7 Hexthorpe Road, Hexthorpe, Doncaster DN4 0AR tel: +44 (0)844 815 6641 fax: +44 (0)844 815 6642e-mail: [email protected] awatkins

A copy of the Laboratory Schedule of accredited tests as issued by UKAS is attached to this report. This certificate is issued in accordance with the accreditation requirements of the United Kingdom Accreditation Service. The results reported herein relate only to the material supplied to the laboratory. This certificate shall not be reproduced in full,

without the prior written approval of the laboratory.

Checked and Approved Signatories:

R Gunson A Watkins M Beastall (Director) (Director) (Laboratory Manager)

D Lambe S Royle (Senior Technician) (Senior Technician)

Page 1 of

LABO RATO RY REPO RT

4043

Contract Number: PSL15/2725

Client’s Reference: Report Date: 11 June 2015

Client Name: GeoDyne The Granary Church Lane Thrumpton NottsNG11 0AX

For the attention of: Claire Houghton

Contract Title: Nuneaton

Date Received: 4/6/2015 Date Commenced: 4/6/2015 Date Completed: 11/6/2015

Notes: Opinions and Interpretations are outside the UKAS Accreditation * Denotes test not included in laboratory scope of accreditation $ Denotes test carried out by approved contractor

@prosoils.co.uk

SUMMARY OF LABORATORY SOIL DESCRIPTIONS

Hole Sample Sample Depth Description of SampleNumber Number Type m

TP1 1 B 0.75 Brown CLAY.TP3 1 B 1.00 Brown CLAY.TP4 1 B 0.50-0.75 Reddish brown slightly gravelly slightly sandy CLAY.TP7 1 B 0.35-0.60 Reddish brown slightly gravelly slightly sandy CLAY.TP8 1 B 0.75 Reddish brown CLAY.

TP13 1 B 0.35-0.60 Reddish brown slightly gravelly slightly sandy CLAY.TP15 1 B 0.75 Reddish brown slightly sandy CLAY.TP17 1 B 0.80 Reddish brown slightly sandy CLAY.TP20 1 B 0.75 Reddish brown CLAY.TP21 1 B 0.75 Reddish brown CLAY.

Compiled by Date Checked by Date Approved by Date11/06/15 11/06/15 11/06/15

Contract No:

Client Ref: 35067

PSL15/2725NUNEATON.

SUMMARY OF SOIL CLASSIFICATION TESTS(B.S. 1377 : PART 2 : 1990)

Moisture Bulk Dry Particle Liquid Plastic Plasticity %Hole Sample Sample Depth Content Density Density Density Limit Limit Index Passing Remarks

Number Number Type m % Mg/m3 Mg/m3 Mg/m3 % % % .425mmClause 3.2 Clause 7.2 Clause 7.2 Clause 8.2 Clause 4.3/4.4 Clause 5.3 Clause 5.4

TP1 1 B 0.75 23 79 32 47 100TP3 1 B 1.00 39 87 32 55 100TP4 1 B 0.50-0.75 24 59 25 34 100TP7 1 B 0.35-0.60 27 65 27 38 100TP8 1 B 0.75 29 79 32 47 100

TP13 1 B 0.35-0.60 23 57 26 31 100TP15 1 B 0.75 26 59 30 29 100TP17 1 B 0.80 25 56 25 31 100TP20 1 B 0.75 27 82 31 51 100TP21 1 B 0.75 29 80 31 49 100

SYMBOLS : NP : Non Plastic * : Liquid Limit and Plastic Limit Wet Sieved.

Compiled by Date Checked by Date Approved by Date11/06/15 11/06/15 11/06/15

PSL15/2725

35067NUNEATON.

Contract No:

Client Ref:

High plasticity MH.High plasticity CH.

Very high plasticity CV.Very high plasticity CV.High plasticity CH.

Very high plasticity CV.High plasticity CH.

High plasticity CH.

Very high plasticity CV.Very high plasticity CV.

PLASTICITY CHART FOR CASAGRANDE CLASSIFICATION.(B.S.5930 : 1999)

Compiled by Date Checked by Date Approved by Date11/06/15 11/06/15 11/06/15

PSL15/2725

35067NUNEATON.

Contract No:

Client Ref:

CL CI CH CV CE

ML MI MH MV ME

Hole Number: TP4 Depth (m): 0.50

Sample Number: 1 Sample Type: B

Initial Sample Conditions Test Conditions Method of compaction 2.5Kg Rammer

Moisture Content: 24 Surcharge Kg: 4.00

Bulk Density Mg/m3: 1.99 Soaking Time hrs 0 Sample Top 24 Sample Top 8.5

Dry Density Mg/m3: 1.60 Swelling mm: 0 Sample Bottom 24 Sample Bottom 9.0

Percentage retained on Remarks: See Summary of Soil Description.20mm BS test sieve:

Checked by Date Approved By Date

11/06/15 11/06/15

California Bearing Ratio Test. BS 1377 : Part 4 : 1990

0

NUNEATON.Contract No.PSL15/2725

Final Moisture Content % C.B.R. Value %

0

0.5

1

1.5

2

2.5

0 2 4 6 8

Penetration of Plunger (mm)

Forc

e on

plu

nger

(kN

)

Top Bottom

Hole Number: TP7 Depth (m): 0.35-0.60

Sample Number: 1 Sample Type: B

Initial Sample Conditions Test Conditions Method of compaction 2.5Kg Rammer

Moisture Content: 27 Surcharge Kg: 4.00

Bulk Density Mg/m3: 1.94 Soaking Time hrs 0 Sample Top 27 Sample Top 13.1

Dry Density Mg/m3: 1.53 Swelling mm: 0 Sample Bottom 27 Sample Bottom 11.6

Percentage retained on Remarks: See Summary of Soil Description.20mm BS test sieve:

Checked by Date Approved By Date

11/06/15 11/06/15

California Bearing Ratio Test. BS 1377 : Part 4 : 1990

0

NUNEATON.Contract No.PSL15/2725

Final Moisture Content % C.B.R. Value %

0

0.5

1

1.5

2

2.5

3

0 2 4 6 8

Penetration of Plunger (mm)

Forc

e on

plu

nger

(kN

)

Top Bottom

Hole Number: TP13 Depth (m): 0.35-0.60

Sample Number: 1 Sample Type: B

Initial Sample Conditions Test Conditions Method of compaction 2.5Kg Rammer

Moisture Content: 23 Surcharge Kg: 4.00

Bulk Density Mg/m3: 1.98 Soaking Time hrs 0 Sample Top 23 Sample Top 11.0

Dry Density Mg/m3: 1.60 Swelling mm: 0 Sample Bottom 23 Sample Bottom 12.9

Percentage retained on Remarks: See Summary of Soil Description.20mm BS test sieve:

Checked by Date Approved By Date

11/06/15 11/06/15

California Bearing Ratio Test. BS 1377 : Part 4 : 1990

0

NUNEATON.Contract No.PSL15/2725

Final Moisture Content % C.B.R. Value %

0

0.5

1

1.5

2

2.5

3

0 2 4 6 8

Penetration of Plunger (mm)

Forc

e on

plu

nger

(kN

)

Top Bottom

APPENDIX VII

Historical Plans

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 1

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

His

toric

al M

ap -

Segm

entA

13

Ord

nanc

e Su

rvey

Cou

nty

Serie

s an

d O

rdna

nce

Surv

ey P

lan

1:2,

500

Ord

nanc

e Su

rvey

Pla

n, A

dditi

onal

SIM

s an

dSu

pply

of U

npub

lishe

d Su

rvey

Info

rmat

ion

1:2,

500

and

1:1,

250

Larg

e-Sc

ale

Nat

iona

l Grid

Dat

a 1:

2,50

0 an

d 1:

1,25

0

His

toric

al M

appi

ng L

egen

ds

His

toric

al M

appi

ng &

Pho

togr

aphy

incl

uded

:

War

wic

kshi

reW

arw

icks

hire

War

wic

kshi

reO

rdna

nce

Surv

ey P

lan

Ord

nanc

e Su

rvey

Pla

nO

rdna

nce

Surv

ey P

lan

Add

ition

al S

IMs

Supp

ly o

f Unp

ublis

hed

Surv

ey In

form

atio

nO

rdna

nce

Surv

ey P

lan

Add

ition

al S

IMs

Add

ition

al S

IMs

Larg

e-Sc

ale

Nat

iona

l Grid

Dat

aLa

rge-

Scal

e N

atio

nal G

rid D

ata

1:2,

500

1:2,

500

1:2,

500

1:2,

500

1:1,

250

1:1,

250

1:1,

250

1:1,

250

1:1,

250

1:1,

250

1:2,

500

1:1,

250

1:2,

500

1890

1903

1925

1952

- 19

6319

52 -

1962

1962

1962

- 19

8619

7319

75 -

1977

1985

1988

1994

1994

2 3 4 5 6 7 8 9 10 11 12 13 14

Map

ping

Typ

eSc

ale

Dat

ePg

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

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w.e

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chec

k.co

.uk

Pag

e 2

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1890

Sour

ce m

ap s

cale

- 1:

2,50

0Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as a

nd b

y 18

96 it

co

vere

d th

e w

hole

of w

hat w

ere

cons

ider

ed to

be

the

culti

vate

d pa

rts o

f Gre

atB

ritai

n. T

he p

ublis

hed

date

giv

en b

elow

is o

ften

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s,

givi

ng ri

se to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

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w.e

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k.co

.uk

Pag

e 3

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1903

Sour

ce m

ap s

cale

- 1:

2,50

0Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as a

nd b

y 18

96 it

co

vere

d th

e w

hole

of w

hat w

ere

cons

ider

ed to

be

the

culti

vate

d pa

rts o

f Gre

atB

ritai

n. T

he p

ublis

hed

date

giv

en b

elow

is o

ften

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s,

givi

ng ri

se to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 4

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1925

Sour

ce m

ap s

cale

- 1:

2,50

0Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as a

nd b

y 18

96 it

co

vere

d th

e w

hole

of w

hat w

ere

cons

ider

ed to

be

the

culti

vate

d pa

rts o

f Gre

atB

ritai

n. T

he p

ublis

hed

date

giv

en b

elow

is o

ften

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s,

givi

ng ri

se to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 5

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1952

- 19

63So

urce

map

sca

le -

1:2,

500

The

hist

oric

al m

aps

show

n w

ere

repr

oduc

ed fr

om m

aps

pred

omin

antly

hel

d at

the

scal

e ad

opte

d fo

r Eng

land

, Wal

es a

nd S

cotla

nd in

the

1840

`s. I

n 18

54

the

1:2,

500

scal

e w

as a

dopt

ed fo

r map

ping

urb

an a

reas

and

by

1896

it

cove

red

the

who

le o

f wha

t wer

e co

nsid

ered

to b

e th

e cu

ltiva

ted

parts

of G

reat

Brit

ain.

The

pub

lishe

d da

te g

iven

bel

ow is

ofte

n so

me

year

s la

ter t

han

the

surv

eyed

dat

e. B

efor

e 19

38, a

ll O

S m

aps

wer

e ba

sed

on th

e C

assi

ni

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

gi

ving

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 6

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1952

- 19

62So

urce

map

sca

le -

1:1,

250

The

hist

oric

al m

aps

show

n w

ere

repr

oduc

ed fr

om m

aps

pred

omin

antly

hel

d at

the

scal

e ad

opte

d fo

r Eng

land

, Wal

es a

nd S

cotla

nd in

the

1840

`s. I

n 18

54

the

1:2,

500

scal

e w

as a

dopt

ed fo

r map

ping

urb

an a

reas

and

by

1896

it

cove

red

the

who

le o

f wha

t wer

e co

nsid

ered

to b

e th

e cu

ltiva

ted

parts

of G

reat

Brit

ain.

The

pub

lishe

d da

te g

iven

bel

ow is

ofte

n so

me

year

s la

ter t

han

the

surv

eyed

dat

e. B

efor

e 19

38, a

ll O

S m

aps

wer

e ba

sed

on th

e C

assi

ni

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

gi

ving

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

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chec

k.co

.uk

Pag

e 7

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1962

Sour

ce m

ap s

cale

- 1:

1,25

0Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as a

nd b

y 18

96 it

co

vere

d th

e w

hole

of w

hat w

ere

cons

ider

ed to

be

the

culti

vate

d pa

rts o

f Gre

atB

ritai

n. T

he p

ublis

hed

date

giv

en b

elow

is o

ften

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s,

givi

ng ri

se to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 8

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Add

ition

al S

IMs

Publ

ishe

d 19

62 -

1986

Sour

ce m

ap s

cale

- 1:

1,25

0Th

e S

IM c

ards

(Ord

nanc

e S

urve

y's

`Sur

vey

of In

form

atio

n on

Mic

rofil

m')

are

furth

er, m

inor

edi

tions

of m

appi

ng w

hich

wer

e pr

oduc

ed a

nd p

ublis

hed

in

betw

een

the

mai

n ed

ition

s as

an

area

was

upd

ated

. The

y da

te fr

om 1

947

to

1994

, and

con

tain

det

aile

d in

form

atio

n on

bui

ldin

gs, r

oads

and

land

-use

. Th

ese

map

s w

ere

prod

uced

at b

oth

1:2,

500

and

1:1,

250

scal

es.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 9

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Supp

ly o

f Unp

ublis

hed

Surv

ey

Info

rmat

ion

Publ

ishe

d 19

73So

urce

map

sca

le -

1:1,

250

SU

SI m

aps

(Sup

ply

of U

npub

lishe

d S

urve

y In

form

atio

n) w

ere

prod

uced

be

twee

n 19

72 a

nd 1

977,

mai

nly

for i

nter

nal u

se a

t Ord

nanc

e S

urve

y. T

hese

w

ere

mor

e of

a `w

ork-

in-p

rogr

ess'

pla

n as

they

sho

wed

upd

ates

of i

ndiv

idua

l ar

eas

on a

map

. The

se m

aps

wer

e un

publ

ishe

d, a

nd th

ey d

o no

t rep

rese

nt a

si

ngle

mom

ent i

n tim

e. T

hey

wer

e pr

oduc

ed a

t bot

h 1:

2,50

0 an

d 1:

1,25

0 sc

ales

.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

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208

44 8

44 9

951

ww

w.e

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k.co

.uk

Pag

e 10

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1975

- 19

77So

urce

map

sca

le -

1:1,

250

The

hist

oric

al m

aps

show

n w

ere

repr

oduc

ed fr

om m

aps

pred

omin

antly

hel

d at

the

scal

e ad

opte

d fo

r Eng

land

, Wal

es a

nd S

cotla

nd in

the

1840

`s. I

n 18

54

the

1:2,

500

scal

e w

as a

dopt

ed fo

r map

ping

urb

an a

reas

and

by

1896

it

cove

red

the

who

le o

f wha

t wer

e co

nsid

ered

to b

e th

e cu

ltiva

ted

parts

of G

reat

Brit

ain.

The

pub

lishe

d da

te g

iven

bel

ow is

ofte

n so

me

year

s la

ter t

han

the

surv

eyed

dat

e. B

efor

e 19

38, a

ll O

S m

aps

wer

e ba

sed

on th

e C

assi

ni

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

gi

ving

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

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chec

k.co

.uk

Pag

e 11

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Add

ition

al S

IMs

Publ

ishe

d 19

85So

urce

map

sca

le -

1:1,

250

The

SIM

car

ds (O

rdna

nce

Sur

vey'

s `S

urve

y of

Info

rmat

ion

on M

icro

film

') ar

e fu

rther

, min

or e

ditio

ns o

f map

ping

whi

ch w

ere

prod

uced

and

pub

lishe

d in

be

twee

n th

e m

ain

editi

ons

as a

n ar

ea w

as u

pdat

ed. T

hey

date

from

194

7 to

19

94, a

nd c

onta

in d

etai

led

info

rmat

ion

on b

uild

ings

, roa

ds a

nd la

nd-u

se.

Thes

e m

aps

wer

e pr

oduc

ed a

t bot

h 1:

2,50

0 an

d 1:

1,25

0 sc

ales

.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 12

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Add

ition

al S

IMs

Publ

ishe

d 19

88So

urce

map

sca

le -

1:2,

500

The

SIM

car

ds (O

rdna

nce

Sur

vey'

s `S

urve

y of

Info

rmat

ion

on M

icro

film

') ar

e fu

rther

, min

or e

ditio

ns o

f map

ping

whi

ch w

ere

prod

uced

and

pub

lishe

d in

be

twee

n th

e m

ain

editi

ons

as a

n ar

ea w

as u

pdat

ed. T

hey

date

from

194

7 to

19

94, a

nd c

onta

in d

etai

led

info

rmat

ion

on b

uild

ings

, roa

ds a

nd la

nd-u

se.

Thes

e m

aps

wer

e pr

oduc

ed a

t bot

h 1:

2,50

0 an

d 1:

1,25

0 sc

ales

.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 13

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Larg

e-Sc

ale

Nat

iona

l Grid

Dat

aPu

blis

hed

1994

Sour

ce m

ap s

cale

- 1:

1,25

0'L

arge

Sca

le N

atio

nal G

rid D

ata'

sup

erse

ded

SIM

car

ds (O

rdna

nce

Sur

vey'

s 'S

urve

y of

Info

rmat

ion

on M

icro

film

') in

199

2, a

nd c

ontin

ued

to b

e pr

oduc

ed

until

199

9. T

hese

map

s w

ere

the

fore

-run

ners

of d

igita

l map

ping

and

so

prov

ide

deta

iled

info

rmat

ion

on h

ouse

s an

d ro

ads,

but

tend

to s

how

less

to

pogr

aphi

c fe

atur

es s

uch

as v

eget

atio

n. T

hese

map

s w

ere

prod

uced

at b

oth

1:2,

500

and

1:1,

250

scal

es.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

100

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 14

of 1

4A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Larg

e-Sc

ale

Nat

iona

l Grid

Dat

aPu

blis

hed

1994

Sour

ce m

ap s

cale

- 1:

2,50

0'L

arge

Sca

le N

atio

nal G

rid D

ata'

sup

erse

ded

SIM

car

ds (O

rdna

nce

Sur

vey'

s 'S

urve

y of

Info

rmat

ion

on M

icro

film

') in

199

2, a

nd c

ontin

ued

to b

e pr

oduc

ed

until

199

9. T

hese

map

s w

ere

the

fore

-run

ners

of d

igita

l map

ping

and

so

prov

ide

deta

iled

info

rmat

ion

on h

ouse

s an

d ro

ads,

but

tend

to s

how

less

to

pogr

aphi

c fe

atur

es s

uch

as v

eget

atio

n. T

hese

map

s w

ere

prod

uced

at b

oth

1:2,

500

and

1:1,

250

scal

es.

His

toric

al M

ap -

Segm

entA

13

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 1

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

His

toric

al M

ap -

Slic

eA

Ord

nanc

e Su

rvey

Cou

nty

Serie

s 1:

10,5

60O

rdna

nce

Surv

ey P

lan

1:10

,000

1:10

,000

Ras

ter M

appi

ng

His

toric

al M

appi

ng L

egen

ds

His

toric

al M

appi

ng &

Pho

togr

aphy

incl

uded

:

War

wic

kshi

reW

arw

icks

hire

Leic

este

rshi

reW

arw

icks

hire

Leic

este

rshi

reLe

ices

ters

hire

War

wic

kshi

reW

arw

icks

hire

War

wic

kshi

reLe

ices

ters

hire

His

toric

al A

eria

l Pho

togr

aphy

Ord

nanc

e Su

rvey

Pla

nO

rdna

nce

Surv

ey P

lan

Ord

nanc

e Su

rvey

Pla

nO

rdna

nce

Surv

ey P

lan

Ord

nanc

e Su

rvey

Pla

n10

K R

aste

r Map

ping

Vect

orM

ap L

ocal

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,560

1:10

,000

1:10

,000

1:10

,000

1:10

,000

1:10

,000

1:10

,000

1:10

,000

1887

- 18

8819

0419

0419

2019

2119

2519

2519

2519

3819

3819

5019

5519

67 -

1968

1975

1989

1994

2006

2015

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

Map

ping

Typ

eSc

ale

Dat

ePg

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 2

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1887

- 18

88So

urce

map

sca

le -

1:10

,560

The

hist

oric

al m

aps

show

n w

ere

repr

oduc

ed fr

om m

aps

pred

omin

antly

hel

d at

the

scal

e ad

opte

d fo

r Eng

land

, Wal

es a

nd S

cotla

nd in

the

1840

`s. I

n 18

54

the

1:2,

500

scal

e w

as a

dopt

ed fo

r map

ping

urb

an a

reas

; the

se m

aps

wer

e us

ed to

upd

ate

the

1:10

,560

map

s. T

he p

ublis

hed

date

giv

en th

eref

ore

is

ofte

n so

me

year

s la

ter t

han

the

surv

eyed

dat

e. B

efor

e 19

38, a

ll O

S m

aps

wer

e ba

sed

on th

e C

assi

ni P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s, g

ivin

g ris

e to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s. In

the

late

194

0`s,

a P

rovi

sion

al E

ditio

n w

as p

rodu

ced,

whi

ch u

pdat

ed

the

1:10

,560

map

ping

from

a n

umbe

r of s

ourc

es. T

he m

aps

appe

ar

unfin

ishe

d - w

ith a

ll m

ilitar

y ca

mps

and

oth

er s

trate

gic

site

s re

mov

ed. T

hese

m

aps

wer

e in

itial

ly o

verp

rinte

d w

ith th

e N

atio

nal G

rid. I

n 19

70, t

he fi

rst

1:10

,000

map

s w

ere

prod

uced

usi

ng th

e Tr

ansv

erse

Mer

cato

r Pro

ject

ion.

The

revi

sion

pro

cess

con

tinue

d un

til re

cent

ly, w

ith n

ew e

ditio

ns a

ppea

ring

ever

y 10

yea

rs o

r so

for u

rban

are

as.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 3

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1904

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 4

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Leic

este

rshi

rePu

blis

hed

1904

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 5

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1920

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 6

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Leic

este

rshi

rePu

blis

hed

1921

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 7

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Leic

este

rshi

rePu

blis

hed

1925

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 8

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1925

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 9

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1925

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 10

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

War

wic

kshi

rePu

blis

hed

1938

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 11

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Leic

este

rshi

rePu

blis

hed

1938

Sour

ce m

ap s

cale

- 1:

10,5

60Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 12

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

His

toric

al A

eria

l Pho

togr

aphy

Publ

ishe

d 19

50So

urce

map

sca

le -

1:10

,560

The

His

toric

al A

eria

l Pho

tos

wer

e pr

oduc

ed b

y th

e O

rdna

nce

Sur

vey

at a

sc

ale

of 1

:1,2

50 a

nd 1

:10,

560

from

Air

Forc

e ph

otog

raph

y. T

hey

wer

e pr

oduc

ed b

etw

een

1944

and

195

1 as

an

inte

rim m

easu

re, p

endi

ng

prep

arat

ion

of c

onve

ntio

nal m

appi

ng, d

ue to

pos

t war

reso

urce

sho

rtage

s.N

ew s

ecur

ity m

easu

res

in th

e 19

50's

mea

nt th

at e

very

pho

togr

aph

was

re-

chec

ked

for p

oten

tially

uns

afe

info

rmat

ion

with

sec

urity

site

s re

plac

ed b

y fa

ke

field

s or

clo

uds.

The

orig

inal

edi

tions

wer

e w

ithdr

awn

and

only

late

r mad

e av

aila

ble

afte

r a p

erio

d of

fifty

yea

rs a

lthou

gh d

ue to

the

accu

racy

of t

he

editi

ng, w

ithou

t vie

win

g bo

th re

visi

ons

it is

not

eas

y to

spo

t the

edi

ts.

Whe

re

avai

labl

e La

ndm

ark

have

incl

uded

bot

h re

visi

ons.

© L

andm

ark

Info

rmat

ion

Gro

up a

nd/o

r Dat

a S

uppl

iers

201

0.

His

toric

al A

eria

l Pho

togr

aphy

- Sl

ice

A

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 13

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1955

Sour

ce m

ap s

cale

- 1:

10,0

00Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 14

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1967

- 19

68So

urce

map

sca

le -

1:10

,000

The

hist

oric

al m

aps

show

n w

ere

repr

oduc

ed fr

om m

aps

pred

omin

antly

hel

d at

the

scal

e ad

opte

d fo

r Eng

land

, Wal

es a

nd S

cotla

nd in

the

1840

`s. I

n 18

54

the

1:2,

500

scal

e w

as a

dopt

ed fo

r map

ping

urb

an a

reas

; the

se m

aps

wer

e us

ed to

upd

ate

the

1:10

,560

map

s. T

he p

ublis

hed

date

giv

en th

eref

ore

is

ofte

n so

me

year

s la

ter t

han

the

surv

eyed

dat

e. B

efor

e 19

38, a

ll O

S m

aps

wer

e ba

sed

on th

e C

assi

ni P

roje

ctio

n, w

ith in

depe

nden

t sur

veys

of a

sin

gle

coun

ty o

r gro

up o

f cou

ntie

s, g

ivin

g ris

e to

sig

nific

ant i

nacc

urac

ies

in o

utly

ing

area

s. In

the

late

194

0`s,

a P

rovi

sion

al E

ditio

n w

as p

rodu

ced,

whi

ch u

pdat

ed

the

1:10

,560

map

ping

from

a n

umbe

r of s

ourc

es. T

he m

aps

appe

ar

unfin

ishe

d - w

ith a

ll m

ilitar

y ca

mps

and

oth

er s

trate

gic

site

s re

mov

ed. T

hese

m

aps

wer

e in

itial

ly o

verp

rinte

d w

ith th

e N

atio

nal G

rid. I

n 19

70, t

he fi

rst

1:10

,000

map

s w

ere

prod

uced

usi

ng th

e Tr

ansv

erse

Mer

cato

r Pro

ject

ion.

The

revi

sion

pro

cess

con

tinue

d un

til re

cent

ly, w

ith n

ew e

ditio

ns a

ppea

ring

ever

y 10

yea

rs o

r so

for u

rban

are

as.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 15

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1975

Sour

ce m

ap s

cale

- 1:

10,0

00Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 16

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

7.0

20

-Apr

-201

5

Ord

nanc

e Su

rvey

Pla

nPu

blis

hed

1989

Sour

ce m

ap s

cale

- 1:

10,0

00Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

Cas

sini

Pro

ject

ion,

with

inde

pend

ent s

urve

ys o

f a s

ingl

e co

unty

or g

roup

of c

ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

10 y

ears

or s

o fo

r urb

an a

reas

.

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

Ord

er D

etai

ls

Site

Det

ails

Wed

ding

ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

atio

nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

_1_1

3506

743

6420

, 293

810

A 9.98

250

Tel:

Fax:

Web

:

0844

844

995

208

44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 17

of 1

9A

Lan

dmar

k In

form

atio

n G

roup

Ser

vice

v4

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-201

5

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nanc

e Su

rvey

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nPu

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hed

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Sour

ce m

ap s

cale

- 1:

10,0

00Th

e hi

stor

ical

map

s sh

own

wer

e re

prod

uced

from

map

s pr

edom

inan

tly h

eld

at th

e sc

ale

adop

ted

for E

ngla

nd, W

ales

and

Sco

tland

in th

e 18

40`s

. In

1854

th

e 1:

2,50

0 sc

ale

was

ado

pted

for m

appi

ng u

rban

are

as; t

hese

map

s w

ere

used

to u

pdat

e th

e 1:

10,5

60 m

aps.

The

pub

lishe

d da

te g

iven

ther

efor

e is

of

ten

som

e ye

ars

late

r tha

n th

e su

rvey

ed d

ate.

Bef

ore

1938

, all

OS

map

s w

ere

base

d on

the

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sini

Pro

ject

ion,

with

inde

pend

ent s

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e co

unty

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roup

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ount

ies,

giv

ing

rise

to s

igni

fican

t ina

ccur

acie

s in

out

lyin

g ar

eas.

In th

e la

te 1

940`

s, a

Pro

visi

onal

Edi

tion

was

pro

duce

d, w

hich

upd

ated

th

e 1:

10,5

60 m

appi

ng fr

om a

num

ber o

f sou

rces

. The

map

s ap

pear

un

finis

hed

- with

all

milit

ary

cam

ps a

nd o

ther

stra

tegi

c si

tes

rem

oved

. The

se

map

s w

ere

initi

ally

ove

rprin

ted

with

the

Nat

iona

l Grid

. In

1970

, the

firs

t 1:

10,0

00 m

aps

wer

e pr

oduc

ed u

sing

the

Tran

sver

se M

erca

tor P

roje

ctio

n. T

here

visi

on p

roce

ss c

ontin

ued

until

rece

ntly

, with

new

edi

tions

app

earin

g ev

ery

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ears

or s

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r urb

an a

reas

.

His

toric

al M

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Nam

e(s)

and

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e(s)

Ord

er D

etai

ls

Site

Det

ails

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ton

Roa

d, N

unea

ton

Ord

er N

umbe

r:C

usto

mer

Ref

:N

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nal G

rid R

efer

ence

:S

lice:

Site

Are

a (H

a):

Sea

rch

Buf

fer (

m):

6661

6114

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, 293

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Tel:

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Web

:

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844

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44 8

44 9

951

ww

w.e

nviro

chec

k.co

.uk

Pag

e 18

of 1

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Lan

dmar

k In

form

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n G

roup

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v4

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-201

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ter M

appi

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blis

hed

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ce m

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cale

- 1:

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stor

ical

map

s sh

own

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oduc

ed fr

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rdna

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Sur

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s 1:

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00 c

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ter m

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ng. T

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map

s ar

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rived

from

Lan

dpla

n w

hich

repl

aced

the

old

1:10

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map

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d sh

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ildin

gs, f

ence

s an

d fie

ld b

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s as

wel

l as

all

road

s, tr

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and

pat

hs. R

oad

nam

es a

re a

lso

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ther

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the

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num

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lass

ifica

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atio

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chec

k.co

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of

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at B

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as b

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gned

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l map

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d 1:

10 0

00 s

cale

(mou

ntai

n, m

oorla

nd a

nd

river

est

uary

are

as).

His

toric

al M

ap -

Slic

eA

Map

Nam

e(s)

and

Dat

e(s)

APPENDIX VIII

Landmark Envirocheck Report

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

Datasheet

Order Details:Order Number:

Customer Reference:

National Grid Reference:

Slice:

Site Area (Ha):

Search Buffer (m):

Site Details:

Client Details:

Prepared For:

66616114_1_1

35067

436420, 293810

A

9.98

250

Weddington RoadNuneaton

Mr R SpencerGeoDyne LtdThe GranaryChurch LaneThrumptonNG11 0AX

Barratt Homes2 Horizon PlaceMellors WayNottingham Business ParkNottinghamNG8 6PY

Report:®Envirocheck

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

Summary

Agency & Hydrological

Waste

Hazardous Substances

Geological

Industrial Land Use

Sensitive Land Use

Data Currency

Data Suppliers

Useful Contacts

Introduction

Copyright Notice

Natural England Copyright Notice

Ove Arup Copyright Notice

Peter Brett Associates Copyright Notice

Radon Potential dataset Copyright Notice

The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency/Natural Resources Wales and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.

In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.

© Landmark Information Group Limited 2015. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency/Natural Resources Wales and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.

Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.

The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.

The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.

Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.

Report Section Page Number

Contents

Report Version v49.0

-

1

3

-

4

7

8

9

14

15

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

Summary

Data Type PageNumber On Site

Agency & Hydrological

0 to 250m

Contaminated Land Register Entries and Notices

Discharge Consents

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature

Pollution Incidents to Controlled Waters

Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions

Water Industry Act Referrals

Groundwater Vulnerability

Bedrock Aquifer Designations

Superficial Aquifer Designations

Source Protection Zones

Extreme Flooding from Rivers or Sea without Defences

Flooding from Rivers or Sea without Defences

Areas Benefiting from Flood Defences

Flood Water Storage Areas

Flood Defences

Detailed River Network Lines

Detailed River Network Offline Drainage

Yes

Yes

Yes

Yes

n/a

n/a

n/a

Yes

Yes

(*up to 500m)

pg 1

pg 1

pg 1

pg 1

pg 1

pg 1

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

Summary

Data Type PageNumber On Site

Waste

Hazardous Substances

Geological

0 to 250m

BGS Recorded Landfill Sites

Historical Landfill Sites

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations)

Local Authority Recorded Landfill Sites

Registered Landfill Sites

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Recorded Mineral Sites

BGS Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

Brine Compensation Area

Coal Mining Affected Areas

Mining Instability

Man-Made Mining Cavities

Natural Cavities

Non Coal Mining Areas of Great Britain

Potential for Collapsible Ground Stability Hazards

Potential for Compressible Ground Stability Hazards

Potential for Ground Dissolution Stability Hazards

Potential for Landslide Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Radon Potential - Radon Affected Areas

Radon Potential - Radon Protection Measures

Yes

Yes

Yes

Yes

Yes

Yes

n/a

Yes

n/a

n/a

n/a

Yes

n/a

n/a

(*up to 500m)

pg 4

pg 4

pg 5

pg 6

pg 6

pg 6

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

Summary

Data Type PageNumber On Site

Industrial Land Use

Sensitive Land Use

0 to 250m

Contemporary Trade Directory Entries

Fuel Station Entries

Areas of Adopted Green Belt

Areas of Unadopted Green Belt

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones

Ramsar Sites

Sites of Special Scientific Interest

Special Areas of Conservation

Special Protection Areas

1

1

(*up to 500m)

pg 7

pg 8

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 1 of 15

Agency & Hydrological

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

1

2

3

Nearest Surface Water Feature

Groundwater Vulnerability

Drift Deposits

Bedrock Aquifer Designations

Superficial Aquifer Designations

Extreme Flooding from Rivers or Sea without Defences

Flooding from Rivers or Sea without Defences

Areas Benefiting from Flood Defences

Flood Water Storage Areas

Flood Defences

Detailed River Network Lines

Detailed River Network Lines

Detailed River Network Lines

A13SW(SW)

A13SE(N)

A13SE(N)

A13NE(NE)

A12SE(SW)

A13SW(SW)

A14SW(E)

A14SW(E)

25

0

0

0

242

25

210

232

-

2

3

3

2

2

2

2

Soil Classification:Map Sheet:Scale:

Aquifer Designation:

Aquifer Designation:

Type:Flood Plain Type:Boundary Accuracy:

River Type:River Name:Hydrographic Area:River Flow Type:River Surface Level:Drain Feature:Flood Risk Management Status:Water Course Name:Water Course Reference:

River Type:River Name:Hydrographic Area:River Flow Type:River Surface Level:Drain Feature:Flood Risk Management Status:Water Course Name:Water Course Reference:

River Type:River Name:Hydrographic Area:River Flow Type:River Surface Level:Drain Feature:Flood Risk Management Status:Water Course Name:Water Course Reference:

Not classifiedSheet 23 Leicestershire1:100,000

Secondary Aquifer - B

Secondary Aquifer - A

Extent of Extreme Flooding from Rivers or Sea without DefencesFluvial ModelsAs Supplied

Tertiary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

Tertiary RiverDrainD004Primary Flow PathSurfaceDrain (ditch, Reen, Rhyne, Drain)Other Rivers

Not Supplied

Not Supplied

Tertiary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

None

None

None

None

None

436261293682

436423293811

436423293811

436513293872

436061293589

436261293682

436799293791

436824293695

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 2 of 15

Agency & Hydrological

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

4Detailed River Network Lines

Detailed River Network Offline Drainage

A14SW(E)

232 2River Type:River Name:Hydrographic Area:River Flow Type:River Surface Level:Drain Feature:Flood Risk Management Status:Water Course Name:Water Course Reference:

Tertiary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

None

436824293695

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 3 of 15

Waste

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

Local Authority Landfill Coverage

Local Authority Landfill Coverage

0

0

4

6

Name:

Name:

Nuneaton And Bedworth Borough Council - Has not been able to supply Landfill data

Warwickshire County Council - Had landfill data but passed it to the relevant environment agency

436423293811

436423293811

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 4 of 15

Geological

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

A13SE(N)

A13SE(N)

A13NE(NE)

A13NE(N)

A13NE(N)

A13NE(NE)

A13SW(W)

0

0

0

15

90

95

167

3

3

3

3

3

3

3

Description:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Triassic mudstones (including Keuper Marl, Dolomitic Conglomerate and Rhaetic)

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

436423293811

436423293811

436513293871

436423294000

436418294046

436641294053

436097293683

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 5 of 15

Geological

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Estimated Soil Chemistry

BGS Measured Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

Coal Mining Affected Areas

Non Coal Mining Areas of Great Britain

Potential for Collapsible Ground Stability Hazards

A13NE(NE)

A12SE(W)

A18SE(NE)

A12NE(NW)

A12SE(W)

A13SE(N)

181

210

216

233

236

0

3

3

3

3

3

3

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Source:Soil Sample Type:ArsenicConcentration:CadmiumConcentration:ChromiumConcentration:Lead Concentration:NickelConcentration:

Hazard Potential:Source:

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

Very LowBritish Geological Survey, National Geoscience Information Service

No data available

No data available

In an area that might not be affected by coal mining

No Hazard

436674294137

436000293811

436695294165

436000294000

436000293744

436423293811

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 6 of 15

Geological

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

Potential for Compressible Ground Stability Hazards

Potential for Ground Dissolution Stability Hazards

Potential for Landslide Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Radon Potential - Radon Protection Measures

Radon Potential - Radon Affected Areas

A13SE(N)

A13SE(N)

A13SE(N)

A13SE(N)

A13NE(NE)

A13NE(N)

A13NE(NE)

A13SW(W)

A13SE(N)

A13NE(NE)

A13SE(N)

A13SE(N)

0

0

0

0

0

90

95

167

0

181

0

0

3

3

3

3

3

3

3

3

3

3

3

3

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Hazard Potential:Source:

Protection Measure:

Source:

Affected Area:

Source:

No HazardBritish Geological Survey, National Geoscience Information Service

No HazardBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

No HazardBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

Very LowBritish Geological Survey, National Geoscience Information Service

No HazardBritish Geological Survey, National Geoscience Information Service

No radon protective measures are necessary in the construction of new dwellings or extensionsBritish Geological Survey, National Geoscience Information Service

The property is in a lower probability radon area, as less than 1% of homes are above the action levelBritish Geological Survey, National Geoscience Information Service

436423293811

436423293811

436423293811

436423293811

436513293871

436418294046

436641294053

436097293683

436423293811

436674294137

436423293811

436423293811

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 7 of 15

Industrial Land Use

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

5Contemporary Trade Directory Entries

A8NE(SE)

219 -Name:Location:Classification:Status:Positional Accuracy:

Personality Foil Print30, Scott Avenue, Nuneaton, Warwickshire, CV10 0DPPrintersActiveAutomatically positioned to the address

436606293450

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 8 of 15

Sensitive Land Use

MapID Details

QuadrantReference(CompassDirection)

EstimatedDistanceFrom Site

Contact NGR

6Nitrate Vulnerable Zones

A13SE(N)

0 5Name:Description:Source:

Not SuppliedSurface WaterDepartment for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)

436423293811

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 9 of 15

Data Currency

Agency & Hydrological Version Update CycleContaminated Land Register Entries and Notices

Discharge Consents

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature

Pollution Incidents to Controlled Waters

Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions

Water Industry Act Referrals

Groundwater Vulnerability

October 2014October 2014October 2014

January 2015

March 2013

October 2008

January 2015

August 2014June 2014

September 2014

August 2014June 2014

September 2014

August 2014June 2014

September 2014

July 2012

December 1999

March 2013

March 2013

January 2015

November 2001

July 2012

July 2012

January 2015January 2015January 2015January 2015

October 2014

January 2015

January 2011

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Quarterly

As notified

Not Applicable

Quarterly

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Quarterly

Not Applicable

As notified

As notified

Quarterly

Not Applicable

Annually

Annually

QuarterlyQuarterlyQuarterlyQuarterly

Quarterly

Quarterly

Not Applicable

Hinckley And Bosworth Borough Council - Environmental Health DepartmentNorth Warwickshire Borough Council - Environmental Health DepartmentNuneaton And Bedworth Borough Council - Environmental Health Department

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Nuneaton And Bedworth Borough Council - Environmental Health DepartmentHinckley And Bosworth Borough Council - Environmental Health DepartmentNorth Warwickshire Borough Council - Environmental Health Department

Nuneaton And Bedworth Borough Council - Environmental Health DepartmentHinckley And Bosworth Borough Council - Environmental Health DepartmentNorth Warwickshire Borough Council - Environmental Health Department

Nuneaton And Bedworth Borough Council - Environmental Health DepartmentHinckley And Bosworth Borough Council - Environmental Health DepartmentNorth Warwickshire Borough Council - Environmental Health Department

Ordnance Survey

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Environment Agency - Midlands Region

Environment Agency - Midlands Region

Environment Agency - Head Office

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 10 of 15

Data Currency

Agency & Hydrological Version Update CycleDrift Deposits

Bedrock Aquifer Designations

Superficial Aquifer Designations

Source Protection Zones

Extreme Flooding from Rivers or Sea without Defences

Flooding from Rivers or Sea without Defences

Areas Benefiting from Flood Defences

Flood Water Storage Areas

Flood Defences

Detailed River Network Lines

Detailed River Network Offline Drainage

January 1999

October 2012

January 2015

January 2015

October 2014

October 2014

October 2014

October 2014

October 2014

March 2012

March 2012

Not Applicable

As notified

As notified

Quarterly

Quarterly

Quarterly

Quarterly

Quarterly

Quarterly

Annually

Annually

Environment Agency - Head Office

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Environment Agency - Head Office

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 11 of 15

Data Currency

Waste Version Update CycleBGS Recorded Landfill Sites

Historical Landfill Sites

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations)

Local Authority Landfill Coverage

Local Authority Recorded Landfill Sites

Registered Landfill Sites

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

June 1996

February 2015February 2015February 2015February 2015

October 2008

August 2014August 2014August 2014August 2014

August 2014August 2014August 2014August 2014

May 2000May 2000May 2000May 2000May 2000

May 2000May 2000May 2000May 2000May 2000

March 2003March 2003

March 2003March 2003

March 2003March 2003

Not Applicable

QuarterlyQuarterlyQuarterlyQuarterly

Not Applicable

QuarterlyQuarterlyQuarterlyQuarterly

QuarterlyQuarterlyQuarterlyQuarterly

Not ApplicableNot ApplicableNot ApplicableNot ApplicableNot Applicable

Not ApplicableNot ApplicableNot ApplicableNot ApplicableNot Applicable

Not ApplicableNot Applicable

Not ApplicableNot Applicable

Not ApplicableNot Applicable

British Geological Survey - National Geoscience Information Service

Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Environment Agency - Midlands Region

Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Hinckley And Bosworth Borough Council - Environmental Health DepartmentLeicestershire County CouncilNorth Warwickshire Borough Council - Environmental Health DepartmentNuneaton And Bedworth Borough Council - Planning DepartmentWarwickshire County Council

Hinckley And Bosworth Borough Council - Environmental Health DepartmentLeicestershire County CouncilNorth Warwickshire Borough Council - Environmental Health DepartmentNuneaton And Bedworth Borough Council - Planning DepartmentWarwickshire County Council

Environment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Environment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Environment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 12 of 15

Data Currency

Hazardous Substances

Geological

Version

Version

Update Cycle

Update Cycle

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Enforcements

Planning Hazardous Substance Consents

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Recorded Mineral Sites

Brine Compensation Area

Coal Mining Affected Areas

Mining Instability

Non Coal Mining Areas of Great Britain

Potential for Collapsible Ground Stability Hazards

Potential for Compressible Ground Stability Hazards

Potential for Ground Dissolution Stability Hazards

Potential for Landslide Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Radon Potential - Radon Affected Areas

Radon Potential - Radon Protection Measures

January 2015

October 2014

November 2000

December 2014July 2007

March 2014March 2015

October 2014

December 2014July 2007

March 2014March 2015

October 2014

August 1996

January 2010

October 2014

August 2011

December 2013

October 2000

July 2014

June 2014

June 2014

June 2014

June 2014

June 2014

June 2014

July 2011

July 2011

Bi-Annually

Bi-Annually

Not Applicable

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Not Applicable

Annually

Bi-Annually

Not Applicable

As notified

Not Applicable

Not Applicable

Annually

Annually

Annually

Annually

Annually

Annually

As notified

As notified

Health and Safety Executive

Health and Safety Executive

Health and Safety Executive

North Warwickshire Borough Council - Planning AdministrationWarwickshire County CouncilNuneaton And Bedworth Borough Council - Planning DepartmentLeicestershire County CouncilHinckley And Bosworth Borough Council

North Warwickshire Borough Council - Planning AdministrationWarwickshire County CouncilNuneaton And Bedworth Borough Council - Planning DepartmentLeicestershire County CouncilHinckley And Bosworth Borough Council

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

Cheshire Brine Subsidence Compensation Board

The Coal Authority - Mining Report Service

Ove Arup & Partners

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

British Geological Survey - National Geoscience Information Service

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 13 of 15

Data Currency

Industrial Land Use

Sensitive Land Use

Version

Version

Update Cycle

Update Cycle

Contemporary Trade Directory Entries

Fuel Station Entries

Areas of Adopted Green Belt

Areas of Unadopted Green Belt

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones

Ramsar Sites

Sites of Special Scientific Interest

Special Areas of Conservation

Special Protection Areas

February 2015

November 2014

February 2015February 2015

February 2015February 2015

February 2015

August 2014

April 1997

April 2015

July 2013

March 2015

February 2015

February 2012

July 2014

March 2014

April 2015

March 2014

April 2015

Quarterly

Quarterly

As notifiedAs notified

As notifiedAs notified

Bi-Annually

Annually

Not Applicable

Bi-Annually

Bi-Annually

Bi-Annually

Bi-Annually

Not Applicable

Annually

Bi-Annually

Bi-Annually

Bi-Annually

Bi-Annually

Thomson Directories

Catalist Ltd - Experian

North Warwickshire Borough Council - Planning AdministrationNuneaton And Bedworth Borough Council - Planning Department

North Warwickshire Borough Council - Planning AdministrationNuneaton And Bedworth Borough Council - Planning Department

Natural England

Natural England

Forestry Commission

Natural England

Natural England

Natural England

Natural England

Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)

Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)

Natural England

Natural England

Natural England

Natural England

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 14 of 15

Data Suppliers

Ordnance Survey

Environment Agency

Scottish Environment Protection Agency

The Coal Authority

British Geological Survey

Centre for Ecology and Hydrology

Natural Resources Wales

Scottish Natural Heritage

Natural England

Public Health England

Ove Arup

Peter Brett Associates

Data Supplier Data Supplier Logo

A selection of organisations who provide data within this report

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 15 of 15

Useful Contacts

Contact Name and Address Contact Details

2

3

4

5

6

-

-

Environment Agency - National Customer Contact Centre (NCCC)

British Geological Survey - Enquiry Service

Nuneaton And Bedworth Borough Council - Planning Department

Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)

Warwickshire County Council

Public Health England - Radon Survey, Centre for Radiation, Chemical and Environmental Hazards

Landmark Information Group Limited

PO Box 544, Templeborough, Rotherham, S60 1BY

British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG

Town Hall, Coton Road, Nuneaton, Warwickshire, CV11 5AA

Government Buildings, Otley Road, Lawnswood, Leeds, West Yorkshire, LS16 5QT

PO Box 43, Shire Hall, Warwick, Warwickshire, CV34 4SX

Chilton, Didcot, Oxfordshire, OX11 0RQ

Imperium, Imperial Way, Reading, Berkshire, RG2 0TD

Telephone: 08708 506 506Email: [email protected]

Telephone: 0115 936 3143Fax: 0115 936 3276Email: [email protected]: www.bgs.ac.uk

Telephone: 024 7637 6376Fax: 024 7637 6251Website: www.nuneatonandbedworth.gov.uk

Telephone: 0113 2613333Fax: 0113 230 0879

Telephone: 01926 410410Website: www.warwickshire.gov.uk

Telephone: 01235 822622Fax: 01235 833891Email: [email protected]: www.ukradon.org

Telephone: 0844 844 9952Fax: 0844 844 9951Email: [email protected]: www.landmarkinfo.co.uk

Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.

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Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

BGS Boreholes Datasheet

Order Details:Order Number:

Customer Reference:

National Grid Reference:

Slice:

Site Area (Ha):

Borehole Search Buffer (m):

Site Details:

Client Details:

Prepared For:

66616114_1_1

35067

436420, 293810

A

9.98

250

Weddington RoadNuneaton

Mr R SpencerGeoDyne LtdThe GranaryChurch LaneThrumptonNG11 0AX

Barratt Homes2 Horizon PlaceMellors WayNottingham Business ParkNottinghamNG8 6PY

Report:®Envirocheck

Order Number: 66616114_1_1 Date: 20-Apr-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service

BGS Boreholes Summary

Data Type PageNumber On Site 0 to 250m

BGS Boreholes None None

Introduction

Copyright Notice

The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.

In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.

© Landmark Information Group Limited 2015. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property ofLandmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.

A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.

Report Version v49.0

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Data Currency and Contact Details

BGS Boreholes Version Update CycleBGS Boreholes

January 2015 QuarterlyBritish Geological Survey - National Geoscience Information Service

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British Geological Survey - Enquiry Service

Landmark Information Group Limited

British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG

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APPENDIX IX

Ground Gas and Water Monitoring Results

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 1.6 19.5 0.0

Steady 0.0 1.6 19.5 0.0

Peak 0.0 1.7 19.3 0.0

Steady 0.0 1.7 19.3 0.0

Peak 0.0 1.4 19.7 0.0

Steady 0.0 1.4 19.7 0.0

Peak 0.0 1.0 19.8 0.0

Steady 0.0 1.0 19.8 0.0

Peak 0.0 0.9 20.1 0.0

Steady 0.0 0.9 20.1 0.0

Ambient 0.0 0.0 20.6 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

Overcast1002

35067Barratt HomesWeddington Road Nuneaton12/06/2015

GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.50 50 Monitored for 120 seconds

1.85 20 Monitored for 310 seconds

WS3 NGW 15 Monitored for 120 seconds

WS2

WS5 1.59 20 Monitored for 120 seconds

WS4 NGW 20 Monitored for 120 seconds

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 3.2 15.4 0.0

Steady 0.0 3.2 15.4 0.0

Peak 0.0 3.2 15.4 0.0

Steady 0.0 3.2 15.4 0.0

Peak 0.0 3.1 16.2 0.0

Steady 0.0 3.1 16.2 0.0

Peak 0.0 1.5 18.5 0.0

Steady 0.0 1.5 18.5 0.0

Peak 0.0 1.1 19.7 0.0

Steady 0.0 1.1 19.7 0.0

Ambient 0.0 0.0 20.6 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

WS4 NGW 60 Monitored for 120 seconds

WS5 1.54 49 Monitored for 120 seconds

WS2 1.71 20 Monitored for 120 seconds

WS3 NGW 39 Monitored for 120 seconds

GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.40 20 Monitored for 120 seconds

35067Barratt HomesWeddington Road Nuneaton19/06/2015Overcast1012

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 3.0 18.5 0.0

Steady 0.0 3.0 18.5 0.0

Peak 0.0 3.0 18.3 0.0

Steady 0.0 3.0 18.3 0.0

Peak 0.0 2.8 18.6 0.0

Steady 0.0 2.8 18.6 0.0

Peak 0.0 2.0 18.0 0.0

Steady 0.0 2.0 18.0 0.0

Peak 0.0 0.7 20.0 0.0

Steady 0.0 0.7 20.0 0.0

Ambient 0.0 0.0 20.5 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

35067Barratt HomesWeddington Road Nuneaton02/07/2015Overcast1008GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.46 20 Monitored for 120 seconds

WS2 1.73 30 Monitored for 120 seconds

WS3 NGW 24 Monitored for 120 seconds

WS4 NGW 30 Monitored for 120 seconds

WS5 1.63 15 Monitored for 120 seconds

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 2.8 18.9 0.0

Steady 0.0 2.8 18.9 0.0

Peak 0.0 2.3 19.1 0.0

Steady 0.0 2.3 19.1 0.0

Peak 0.0 2.1 19.3 0.0

Steady 0.0 2.1 19.3 0.0

Peak 0.0 1.7 19.0 0.0

Steady 0.0 1.7 19.0 0.0

Peak 0.0 1.1 19.8 0.0

Steady 0.0 1.1 19.8 0.0

Ambient 0.0 0.0 20.6 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

WS4 NGW 15 Monitored for 120 seconds

WS5 1.64 20 Monitored for 120 seconds

WS2 1.78 50 Monitored for 120 seconds

WS3 NGW 25 Monitored for 120 seconds

GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.51 20 Monitored for 120 seconds

35067Barratt HomesWeddington Road Nuneaton08/07/2015Overcast999

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 2.1 18.8 0.0

Steady 0.0 2.1 18.8 0.0

Peak 0.0 1.7 18.8 0.0

Steady 0.0 1.7 18.8 0.0

Peak 0.0 2.0 19.0 0.0

Steady 0.0 2.0 19.0 0.0

Peak 0.0 2.0 18.7 0.0

Steady 0.0 2.0 18.7 0.0

Peak 0.0 1.2 19.4 0.0

Steady 0.0 1.2 19.4 0.0

Ambient 0.0 0.0 20.4 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

35067Barratt HomesWeddington Road Nuneaton17/07/2015Overcast999GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.57 25 Monitored for 120 seconds

WS2 1.87 30 Monitored for 120 seconds

WS3 NGW 40 Monitored for 120 seconds

WS4 NGW 15 Monitored for 120 seconds

WS5 1.69 20 Monitored for 120 seconds

Project No.Client Unit 2.2 Clarendon HouseSite Location Clarendon Business ParkDate Clumber AvenueWeather NottinghamAtmospheric Pressure Range (mb) NG5 1AHEquipment Tel: 0115 962 0001Operator Fax: 0115 960 9995

Borehole No. Peak Methane Carbon Dioxide Oxygen Gas Flow Depth to Time to steady Other Issues i.e. odour, condition of installation, etcSteady (% v/v) (% v/v) (% v/v) (l/h) Groundwater (mbgl) reading (secs)

Peak 0.0 2.3 19.4 0.0

Steady 0.0 2.3 19.4 0.0

Peak 0.0 1.8 19.4 0.0

Steady 0.0 1.8 19.4 0.0

Peak 0.0 2.1 18.9 0.0

Steady 0.0 2.1 18.9 0.0

Peak 0.0 1.0 19.4 0.0

Steady 0.0 1.0 19.4 0.0

Peak 0.0 0.5 20.3 0.0

Steady 0.0 0.5 20.3 0.0

Ambient 0.0 0.0 20.4 N/A N/A N/A

Notes

Cell is highlighted in the following conditions1. Where Methane exceeds 1% v/v (after BR212)2. Where Carbon Dioxide exceeds 5% v/v (after BR212)

N/A - Not Applicable/ Not Available BOH - Bottom of HoleND - Not DeterminedNGW - No groundwater encountered

35067Barratt HomesWeddington Road Nuneaton24/07/2015Overcast1000GEO09 & dipmeterHW

MONITORING OF SOIL GASES AND GROUNDWATER - IN ACCORDANCE WITH CIRIA C665

WS1 2.61 30 Monitored for 120 seconds

WS2 1.90 30 Monitored for 120 seconds

WS3 NGW 25 Monitored for 120 seconds

WS4 NGW 25 Monitored for 120 seconds

WS5 1.74 20 Monitored for 120 seconds

APPENDIX X

Plates

APPENDIX XI

Statistical Assessments

ClientSiteOur RefDateSoil Type

Determinant Arsenic Deg of Freedom tSAC 37 mg/kg

Location Depth Conc (mg/kg) 1 6.314TP5 0.10 11 2 2.92TP7 0.10 7 3 2.353TP9 0.10 8 4 2.132

TP13 0.20 7 5 2.015TP16 0.20 9 6 1.943TP18 0.30 110 7 1.895TP19 1.00 17 8 1.86TP21 0.20 7 9 1.833

10 1.81211 1.79612 1.78213 1.77114 1.76115 1.75316 1.74617 1.7418 1.73419 1.72920 1.72521 1.72122 1.71723 1.71424 1.71125 1.70826 1.70627 1.70328 1.70129 1.699

Arithmetic Mean x 22.00 Minimum 7Standard Deviation s 35.7 Maximum 110number (N) 8

n 3

Representative t value 1.895

Upper 95th %ile on the mean 45.9Mean Test 1.24Comment/Decision

Comment with respect to Maximum Value Test Undertake Outlier Test

Accept null hypothesis - The true mean concentration of the contaminant is equal to or greater than the Critical Concentraction - UCL Above SAC - FAIL

CLEA Mean Value Test (One Sample t-test ) NORMALLY DISTRIBUTED DATA

Barrat HomesWeddington Road, Nuneaton3506729/07/2015Made Ground and Made Ground Topsoil

ClientSiteOur RefDateSoil Type

Determinant Arsenic Sample Size Tcrit (@ 0.05)SAC 37 mg/kg

Location Depth Conc (mg/kg) 3 1.153TP5 0.10 11 4 1.462TP7 0.10 7 5 1.671TP9 0.10 8 6 1.822

TP13 0.20 7 7 1.938TP16 0.20 9 8 2.032TP18 0.30 110 9 2.11TP19 1.00 17 10 2.176TP21 0.20 7 11 2.234

12 2.28513 2.33114 2.37215 2.40916 2.44317 2.47518 2.50419 2.53120 2.55721 2.5822 2.60323 2.62424 2.64425 2.66326 2.68127 2.69828 2.71429 2.7330 2.745

Arithmetic Mean x 22.00Standard Deviation s 35.7

Maximum Value Xn

Number NCritical Value TcritCalculate Tn

Comment/Decision

CLEA Outlier Test (Grubbs Test) NORMAL DISTRIBUTION

Barrat HomesWeddington Road, Nuneaton3506729/07/2015Made Ground and Made Ground Topsoil

ClientSiteOur RefDateSoil Type

Determinant Arsenic Deg of Freedom tSAC 37 mg/kg

Location Depth Conc (mg/kg) 1 6.314TP5 0.10 11 2 2.92TP7 0.10 7 3 2.353TP9 0.10 8 4 2.132

TP13 0.20 7 5 2.015TP16 0.20 9 6 1.943TP18 0.30 7 1.895TP19 1.00 17 8 1.86TP21 0.20 7 9 1.833

10 1.81211 1.79612 1.78213 1.77114 1.76115 1.75316 1.74617 1.7418 1.73419 1.72920 1.72521 1.72122 1.71723 1.71424 1.71125 1.70826 1.70627 1.70328 1.70129 1.699

Arithmetic Mean x 9.43 Minimum 7Standard Deviation s 3.6 Maximum 17number (N) 7

n 3

Representative t value 1.943

Upper 95th %ile on the mean 12.1Mean Test 0.33Comment/Decision

Comment with respect to Maximum Value Test Do Not Undertake Outlier Test

CLEA Mean Value Test (One Sample t-test ) NORMALLY DISTRIBUTED DATA

Barrat HomesWeddington Road, Nuneaton3506729/07/2015Made Ground and Made Ground Topsoil

Reject null hypothesis - The true mean concentration of the contaminant is less than the Critical Concentration - UCL Below SAC - PASS

ClientSiteOur RefDateSoil Type

Determinant Lead n tSAC 200 mg/kg

2 6.314TP5 0.10 72 3 2.92TP7 0.10 32 4 2.353TP9 0.10 54 5 2.132

TP13 0.20 43 6 2.015TP16 0.20 94 7 1.943TP18 0.30 230 8 1.895TP19 1.00 55 9 1.86TP21 0.20 34 10 1.833

11 1.81212 1.79613 1.78214 1.77115 1.76116 1.75317 1.74618 1.7419 1.73420 1.72921 1.72522 1.72123 1.71724 1.71425 1.71126 1.70827 1.70628 1.70329 1.70130 1.699

Arithmetic Mean x 76.8 MinimumStandard Deviation s 65.2 Maximumnumber (N) 8

n 2.8

Representative t value Not Applicable

Geometric Mean (See SGV10 pg14) 61.9Mean Test 0.31

Comment with respect to Maximum Value Test Undertake Outlier Test

CLEA Mean Value Test - Geometric Mean Model (Lead)

Reject null hypothesis - The true mean concentration of the contaminant is less than the Critical Concentration - UCL Below SAC - PASS

Barratt HomesWeddington Road, Nuneaton3506729/07/2015Made Ground and Made Ground Topsoil

ClientSiteOur RefDateSoil Type

Determinant Lead Sample Size Tcrit (@ 0.05)SAC 200 mg/kg

Location Depth Conc (mg/kg) 3 1.153TP5 0.10 72 4 1.462TP7 0.10 32 5 1.671TP9 0.10 54 6 1.822

TP13 0.20 43 7 1.938TP16 0.20 94 8 2.032TP18 0.30 230 9 2.11TP19 1.00 55 10 2.176TP21 0.20 34 11 2.234

12 2.28513 2.33114 2.37215 2.40916 2.44317 2.47518 2.50419 2.53120 2.55721 2.5822 2.60323 2.62424 2.64425 2.66326 2.68127 2.69828 2.71429 2.7330 2.745

Arithmetic Mean x 76.75Standard Deviation s 65.2MinimumMaximum Value Xn

Number NCritical Value TcritCalculate Tn

Comment/Decision

CLEA Outlier Test (Grubbs Test) NORMAL DISTRIBUTION

Barratt HomesWeddington Road, Nuneaton3506742214Made Ground and Made Ground Topsoil

ClientSiteOur RefDateSoil Type

Determinant Lead n tSAC 200 mg/kg

2 6.314TP5 0.10 72 3 2.92TP7 0.10 32 4 2.353TP9 0.10 54 5 2.132

TP13 0.20 43 6 2.015TP16 0.20 94 7 1.943TP18 0.30 8 1.895TP19 1.00 55 9 1.86TP21 0.20 34 10 1.833

11 1.81212 1.79613 1.78214 1.77115 1.76116 1.75317 1.74618 1.7419 1.73420 1.72921 1.72522 1.72123 1.71724 1.71425 1.71126 1.70827 1.70628 1.70329 1.70130 1.699

Arithmetic Mean x 54.9 MinimumStandard Deviation s 22.1 Maximumnumber (N) 7

n 2.6

Representative t value Not Applicable

Geometric Mean (See SGV10 pg14) 51.3Mean Test 0.26

Comment with respect to Maximum Value Test Do Not Undertake Outlier Test

CLEA Mean Value Test - Geometric Mean Model (Lead)

Barratt HomesWeddington Road, Nuneaton3506729/07/2015Made Ground and Made Ground Topsoil

Reject null hypothesis - The true mean concentration of the contaminant is less than the Critical Concentration - UCL Below SAC - PASS

APPENDIX XII

Conditions & Limitations

Conditions & Limitations Phase I Desk Studies

Phase II Intrusive Investigations

Payment

Liability