DESK STUDY &
GROUND INVESTIGATION REPORT
Ford Used Vehicles 245 Finchampstead Road Wokingham RG40 3JS
Client: Think Ford Wokingham
Engineer: Mason Navarro Pledge
J18007
April 2018
Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report
Document Control
Ford Used Vehicles, 245 Finchampstead Road, Project title Project ref J18007 Wokingham, RG40 3JS
Report prepared by
Susie Marley BSc FGS Geotechnical Engineer
Report checked by
Juliet Fuller Associate Director
Approved for issue by
Steve Branch BSc MSc CGeol FGS FRGS Managing Director Issue No Status Amendment Details Date Approved for Issue
1 Final 19 April 2018
This report has been issued by the GEA office indicated below. Any enquiries regarding the report should be directed to the office indicated or to Steve Branch in our Herts office.
✓ Hertfordshire tel 01727 824666 [email protected]
Nottinghamshire tel 01509 674888 [email protected]
Geotechnical & Environmental Associates Limited (GEA) disclaims any responsibility to the Client and others in respect of any matters outside the scope of this work. This report has been prepared with reasonable skill, care and diligence within the terms of the contract with the Client and taking account of the manpower, resources, investigation and testing devoted to it in agreement with the Client. This report is confidential to the Client and GEA accepts no responsibility of whatsoever nature to third parties to whom this report or any part thereof is made known, unless formally agreed beforehand. Any such party relies upon the report at their own risk. This report may provide advice based on an interpretation of legislation, guidance notes and codes of practice. GEA does not however provide legal advice and if specific legal advice is required a lawyer should be consulted.
This report is intended as a Ground Investigation Report (GIR) as defined in BS EN1997-2, unless specifically noted otherwise. The report is not a Geotechnical Design Report (GDR) as defined in EN1997-2 and recommendations made within this report are for guidance only.
© Geotechnical & Environmental Associates Limited 2018
Ref J18007 i Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report
CONTENTS
EXECUTIVE SUMMARY
Part 1: INVESTIGATION REPORT
1.0 INTRODUCTION 1 1.1 Proposed Development 1 1.2 Purpose of Work 2 1.3 Scope of Work 2 1.4 Limitations 3
2.0 THE SITE 3 2.1 Site Description 3 2.2 Site History 4 2.3 Other Information 5 2.4 Geology 6 2.5 Hydrology and Hydrogeology 7 2.6 Preliminary Risk Assessment 7
3.0 EXPLORATORY WORK 8 3.1 Sampling Strategy 9
4.0 GROUND CONDITIONS 10 4.1 Made Ground 10 4.2 Bagshot Formation 10 4.3 Groundwater 11 4.4 Gas Monitoring 11 4.5 Soil Contamination 12 4.6 Groundwater Analysis 14
Part 2: DESIGN BASIS REPORT
5.0 INTRODUCTION 16
6.0 GROUND MODEL 16
7.0 ADVICE AND RECOMMENDATIONS 17 7.1 Spread Foundations 17 7.2 Shallow Excavations 17 7.3 Ground Floor Slab 18 7.4 Effect of Sulphates 18 7.5 Contamination Risk Assessment 18
8.0 OUTLINE REMEDIATION PROPOSALS 21
9.0 WASTE DISPOSAL 22
10.0 OUTSTANDING RISKS AND ISSUES 23
APPENDIX
Ref J18007 ii Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report
EXECUTIVE SUMMARY This executive summary contains an overview of the key findings and conclusions. No reliance should be placed on any part of the executive summary until the whole of the report has been read. Other sections of the report may contain information that puts into context the findings that are summarised in the executive summary.
BRIEF This report describes the findings of a desk study and ground investigation carried out by Geotechnical and Environmental Associates Limited (GEA) on the instructions of Mason Navarro Pledge, on behalf of Think Ford Wokingham, with respect to the redevelopment of an existing filling station to form a new car sales showroom. The proposals include the demolition of the existing pumps and canopy, the portakabins in the north and the small garage in the west, and the construction of a single storey double height showroom adjacent to the existing shop. The purpose of the investigation has been to research the history of the site with respect to possible contaminative uses, to determine the ground conditions and hydrogeology, to provide an indication of the extent of contamination and to provide information to assist with the design of suitable foundations.
SITE HISTORY The earliest map studied, dated 1872, shows the site to be undeveloped. By 1933 a rectangular structure appears to have been constructed in the west of the site, although was no longer present by 1964. The site was labelled as a garage by 1977 and a rectangular building had been constructed in the centre of the site, with a smaller outbuilding located to the southwest and two possible fuel pumps in the east of the site. By 1990, these buildings had been demolished and the existing shop and canopy had been constructed. The existing Ford car sales building to the south of the site had also been constructed and the site surroundings have since remained essentially unchanged. An aerial photograph dated 1999 shows the existing filling station shop and canopy to be present. The existing temporary structures to the north of the shop are assumed to have been established at some time after 1999.
GROUND CONDITIONS The investigation has generally confirmed the expected ground conditions in that, beneath a moderate thickness of made ground, the Bagshot Formation was encountered and extended to the maximum depth investigated at 5.45 m. The made ground generally comprised brown silty sandy gravel and sandy gravelly clay including fragments of brick, concrete, tarmac and ceramic and extended to depths of between 0.60 m (61.34 m OD) and 0.90 m (60.90 m OD). The Bagshot Formation initially consisted of soft becoming firm orange-brown mottled grey sandy clay to depths of between 1.75 m (59.68 m OD) to 2.00 m (59.57 m OD), generally becoming medium dense orange-brown slightly clayey sand to depths of between 3.30 m (58.13 m OD) and 3.90 m (58.04 m OD), beneath which grey clayey sand extended to the full depth of investigation. In Borehole No 2 the soil was notably grey and malodourous between 1.00 m (60.57 m OD) and 2.80 m (58.77 m OD). Elevated concentrations of volatile organic compounds were recorded in the soil with a vapour detector between depths of 2.00 m (59.57 m OD) and 3.00 m (58.77 m OD) in Borehole No 2, advanced adjacent to a buried fuel tank. Groundwater was encountered at depths of between 1.40 m (60.17 m OD) and 3.10 m (58.95 m OD) during drilling and has subsequently been measured at depths of between 0.55 m (60.88 m OD) and 0.75 m (60.82 m OD) during monitoring of the standpipes.
Elevated concentrations of contaminants have not been measured in the soil, although asbestos in the form of chrysotile has been detected in a single sample of the made ground. Elevated concentrations of total phenols, total PAH, in particular naphthalene, and TPH have been detected in the groundwater from Borehole No 2 and an elevated concentration of nickel has been detected in the sample of groundwater from Borehole No 1.
RECOMMENDATIONS For the anticipated light to moderate loads from the new structure, spread foundations bearing in the firm sandy clay or medium dense clayey sand of the Bagshot Formation are likely to be suitable and may be designed to apply a net allowable bearing pressure of 120 kN/m2 at a minimum depth of 1.00 m. Groundwater is likely to be encountered at a relatively shallow depth and will need to be controlled.
Contamination testing has indicated hydrocarbon contamination to be present in the groundwater in proximity to the buried tanks. Nickel has also been detected in the groundwater in the south of the site although the exact source is unknown. Groundwater remediation is likely to be required and the buried tanks will need to be decommissioned and probably removed. In view of the hydrocarbon odours detected it will be prudent to install a vapour-proof membrane.
Ref J18007 iii Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Group One Automotive Ground Investigation Report
Part 1: INVESTIGATION REPORT
This section of the report details the objectives of the investigation, the work that has been carried out to meet these objectives and the results of the investigation. Interpretation of the findings is presented in Part 2.
1.0 INTRODUCTION
Geotechnical and Environmental Associates Limited (GEA) has been commissioned by Mason Navarro Pledge, on behalf of Think Ford Wokingham, to carry out a desk study and ground investigation at the site of Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS.
1.1 Proposed Development
It is understood that it is proposed to redevelop the existing filling station site for use as a used car pavilion, to supplement the existing adjacent Ford car sales showroom to the south. Planning permission is understood to have been granted for the scheme by Wokingham Borough Council in December 2017 (planning application reference number 172812) and is subject to planning conditions. This report has been prepared in order to provide information for the full or partial discharge of Condition No 5, which addressed contamination.
The proposals include the demolition of the existing petrol station pumps and canopy in the east of the site, the portakabins in the north and the small garage in the west, along with the removal of concrete bollards, block paving and signage across the site. The existing petrol station shop will remain and will be refurbished, with a single storey, double-height showroom constructed to the east. The remainder of the site will be surfaced with tarmac to form additional customer parking and vehicle display space, although the existing proportions of hardstanding and soft landscaping are unlikely to change significantly.
New extension
Left: existing site plan, the pumps and canopy to the east and structures in the north and west are to be demolished, with the shop in the centre to be retained (drawing Existing Site Plan & Demolitions, dwg No a(10)-001, dated 13.09.17). Right: proposed site plan including new extension to the east of the shop (drawing Proposed Site Plan, dwg No A(20)-001, dated 13.09.17).
This report is specific to the proposed development and the advice herein should be reviewed if the development proposals are amended.
Ref J18007 1 Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Group One Automotive Ground Investigation Report
1.2 Purpose of Work
The principal technical objectives of the work carried out were as follows.
to check the history of the site with respect to previous contaminative uses;
to determine the ground conditions and their engineering properties;
to provide advice with respect to the design of suitable foundations;
to provide an indication of the degree of soil contamination present; and
to assess the risk that any such contamination may pose to the proposed development, its users or the wider environment.
1.3 Scope of Work
In order to meet the above objectives, a desk study was carried out, followed by a ground investigation. The desk study comprised:
a review of historical Ordnance Survey (OS) maps and environmental searches sourced from the Envirocheck database;
a review of readily available geology maps;
a search for records of fuel tanks at the site held by the Trading Standards Officer at West Berkshire Council; and
a walkover survey of the site carried out in conjunction with the fieldwork.
In the light of this desk study an intrusive ground investigation was carried out in two phases which comprised, in summary, the following activities:
the commissioning of a Ground Probing Radar (GPR) scan to check that the exploratory locations were free from buried services and to provide a preliminary scan of the site in the time available;
five boreholes advanced to a maximum depth of 5.45 m by means of an opendrive percussive sampling (Terrier) rig over the two phases;
standard penetration tests (SPTs) carried out at regular intervals within selected boreholes to provide quantitative data on the strength of the soils;
the installation of monitoring standpipes to a maximum depth of 4.00 m;
a soil vapour survey carried out along the northern boundary of the site;
screening of selected samples using a Photoionisation Detector (PID);
testing of selected soil samples for contamination purposes; and
provision of a report presenting and interpreting the above data, together with our advice and recommendations with respect to the proposed development.
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The report includes a contaminated land assessment which has been undertaken in accordance with the methodology presented in Contaminated Land Report (CLR) 111 and involves identifying, making decisions on, and taking appropriate action to deal with, land contamination in a way that is consistent with government policies and legislation within the United Kingdom. The risk assessment is thus divided into three stages comprising Preliminary Risk Assessment, Generic Quantitative Risk Assessment, and Site-Specific Risk Assessment.
The exploratory methods adopted in this investigation have been selected on the basis of the constraints of the site including but not limited to access and space limitations, together with any budgetary or timing constraints. Where it has not been possible to reasonably use an EC7 compliant investigation technique a practical alternative has been adopted to obtain indicative soil parameters and any interpretation is based upon engineering experience, local precedent where applicable and relevant published information.
1.4 Limitations
The conclusions and recommendations made in this report are limited to those that can be made on the basis of the investigation. The results of the work should be viewed in the context of the range of data sources consulted, the number of locations where the ground was sampled and the number of soil, gas or groundwater samples tested; no liability can be accepted for information in other data sources or conditions not revealed by the sampling or testing. Any comments made on the basis of information obtained from the client or other third parties are given in good faith on the assumption that the information is accurate; no independent validation of such information has been made by GEA.
2.0 THE SITE
2.1 Site Description
The site is located in Wokingham, approximately 2.6 km south of Wokingham train station and approximately 3.2 km to the northwest of Crowthorne railway station. The site covers an irregular shaped area measuring approximately 70 m west-east and 40 m north-south. It fronts onto Finchampstead Road to the east and is bounded by residential properties to the north. The Think Ford Wokingham car sales building is adjacent to the south and the associated car park wraps around the site to the west, with houses and a golf course beyond. The site may be additionally located by National Grid Reference 480260, 166160 and is shown on the map extract overleaf.
The main portion of the site is occupied by a filling station, which consists of pump islands under a canopy in the east, a single storey shop and a single storey disused car wash to the west, with temporary sales office cabins in the north, surrounded by car parking to the north and further to the west. Filling points for the buried fuel tanks supplying the pumps are present to the east of the site, along the boundary between the forecourt and an area of soft landscaping bordering Finchampstead Road. There are four tank covers on the forecourt area and there are three drainage channels to the north, east and south of the two main filling islands.
The forecourt is covered by brick paving and the remainder of the site is mostly covered by tarmac or concrete. The hardstanding is in relatively good condition, although some staining, cracks and scars are present. A grass verge is present along the eastern boundary of the site
1 Model Procedures for the Management of Land Contamination issued jointly by the Environment Agency and the Department for Environment, Food and Rural Affairs (DEFRA) Sept 2004
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and is used for vehicle parking. There are no trees present on site, although large trees border to the site to the north, west and south and trees line the opposite side of Finchampstead Road to the east. The site is sensibly level, sloping down slightly towards the northeastern corner by less than 0.50 m to the level of Finchampstead Road.
The Ford car sales showroom is present adjacent to the south of the site and to the rear of this is a vehicle servicing and repairs garage, named Quick Lane Wokingham, located approximately 40 m to the south-southwest of the site. A collection of vehicle servicing units is present to the west of this, around 45 m to the southwest of the site, which appears to be used by Ford to carry out cleaning and valeting of vehicles.
2.2 Site History
The site history has been researched by reference to internet sources and historical Ordnance Survey (OS) maps obtained from the Envirocheck database.
The earliest map studied, dated 1872, shows the site to be undeveloped and to have formed part of a field. The surrounding road network had been established but not named, with Finchampstead Road present to the east and splitting into two roads around 50 m to the south of the site. The two roads, the existing B3016 and Sandhurst Road, enclosed a woodland although the site surroundings mainly comprised fields. By 1899, a lodge had been constructed around 90 m to the south of the site and the area had been named ‘The Throat’.
Between 1899 and 1911, three large residential properties had been constructed to the north of the site. The driveway and fence surrounding the rear garden of the closest property, identified as ‘Quisisana’, encroached onto the north of the site. Deciduous trees are shown on the historical map to be scattered across the site.
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The 1933 map shows the trees that were scattered across the centre of the site to have been felled, although more trees had been planted along the eastern boundary. The property to the north had been renamed Throttle Green by this time and a boundary dividing this from the site was no longer present. Residential properties had been constructed in the surrounding area, notably to the south and east of the site. A sand pit was located around 330 m to the southwest of the site, in an area that previously comprised a field.
By 1964 more properties had been constructed in the surrounding area and whilst the sand pit to the southwest was no longer labelled, a circular cutting remained. Ponds were present around 340 m to the northeast and around 360 m to the northwest.
The site was labelled as a garage by 1977. The trees along the eastern boundary had been removed and a rectangular building had been constructed in the centre of the site, with a smaller outbuilding present to the southwest and two possible fuel pumps in the east of the site. A gas governor and an electricity substation were located approximately 60 m south of the site at the junction of the two roads to the south, which presumably served the surrounding expanding residential area. The sand pit to the southwest was no longer present and had presumably been infilled by this time. An east to west running drain was located around 300 m to the north, likely to drain into the ponds further to the northeast of the site.
At some time between 1977 and 1990, the building in the centre of the site had been demolished. A new building had been constructed in the south of the site in a similar position to the existing shop, but appears to have been slightly smaller. A dotted line structure is shown on the historical map in a similar location to the existing canopy over the suspected pumps. The current Ford car sales building had been constructed adjacent to the south of the site and the site surroundings have since remained essentially unchanged, with the exception of the area to the west of the site which was established as a golf course by 1993.
The aerial photograph dated 1999 shows the existing filling station shop and canopy over the fuel pumps. The existing temporary structures to the north of the shop are not shown and so are assumed to have been established some time after this.
2.3 Other Information
A search of public registers and databases has been made via the Envirocheck database and relevant extracts from the search are appended. Full results of the search can be provided if required.
The Envirocheck report has indicated that there are no historical landfill or local authority recorded landfill sites within 500 m of the site. No waste management, transfer or disposal sites are recorded by Envirocheck and so it can be assumed that none are located within 1 km of the site. The nearest area of potentially infilled land is located 331 m to the southwest and is likely to be associated with the infilling of the sand pit identified on the historical maps to have been present between 1933 to 1977. There are no other areas of infilled land, over water or non-water, within 500 m of the site.
There is a Local Authority pollution prevention and control point positioned on site, dated 2002 and listed as permitted. The existing fuel station is also listed as a Contemporary Trade Directory Entry and a Point of Interest relating to public infrastructure. The former car wash building in the west of the site is listed as a Point of Interest relating to commercial services.
The nearest discharge consent is located 377 m to the southeast of the site, with the discharge type listed as final / treatment effluent waste not from a water company, effective and issued
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in 1988, although the current status is recorded as ‘transferred from COPA 1974’. A second discharge consent, also for effluent waste, is located 379 m to the northeast of the site and is dated 1996, although the status is recorded as ‘new consent by application’ and therefore it is assumed that the consent is now inactive. A pollution incident to controlled waters is located 452 m to the southeast of the site, although is recorded as a Category 3 – minor incident. As groundwater flow is expected to be in a roughly north-easterly direction, none of these points, all of which are located to the southeast, are likely to have affected the site.
Six groundwater abstraction points are located at distances of between 61 m to 125 m to the west of the site at the golf club, Sandmartins Golf Club Limited, for the purpose of direct spray irrigation.
Reference to records compiled by the Health Protection Agency (formerly the National Radiological Protection Board) indicates that the site falls within an area where less than 1 % of homes are affected by radon emissions and therefore radon protective measures will not be necessary.
The site is within a Nitrate Vulnerable Zone; no other sensitive land uses are recorded for the site.
2.3.1 Buried Tank Search The Trading Standards Officer at West Berkshire Council has indicated that there are four tanks on site as follows:
Tank 1 – 13,228 litres unleaded petrol Tank 2 – 13,228 litres Diesel Tank 3 – 17,638 litres Diesel Tank 4 – 44,096 litres Unleaded.
The officer has also indicated that the tanks passed pressure testing in 2013 but no records of this have been received and no records have been provided that indicate the current state of the tanks. A copy of the historic site maps provided are is included in the Appendix.
The comments received suggest that new tanks were installed in 1981 but it is unclear what became of the older tanks, other than that there is at least one tank from prior to 1967 that has been made safe. This corresponds to the two pumps present in the east of the site on the historical maps dated 1977.
2.4 Geology
The British Geological Survey (BGS) map (Sheet 268) of the area, as shown on the extract overleaf reproduced by Envirocheck, indicates the site to be underlain by the Bagshot Formation. This stratum typically comprises pale yellow-brown to pale grey or white, locally orange or crimson, fine to coarse-grained sand that is frequently micaceous and locally clayey, with sparse glauconite and sparse seams of gravel. Given the limited developed history of the site a limited thickness of made ground is likely to be present.
An area of worked ground is present to the west of the site over the existing golf course; the historical maps do not indicate the presence of former excavations or other workings in this area.
The BGS do not hold archive records of boreholes drilled in close proximity to the site. The nearest records are for shallow boreholes advanced approximately 150 m to the northwest of
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the site and 150 m to the east of the site, both of which encountered the Bagshot Formation. Topsoil was encountered to a depth of 0.30 m in both locations, beneath which firm sandy clay was encountered to the full depth of investigation at 2.00 m to the east. In the borehole to the northwest, the topsoil was underlain by medium dense brown grey then orange brown silty sand to 2.80 m, over soft light brown sandy clay to the full depth of investigation at 3.10 m. The Ordnance Datum level of the boreholes is not provided.
2.5 Hydrology and Hydrogeology
The Bagshot Formation is classified as a Secondary ‘A’ Aquifer, which refers to permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. These aquifers were formerly classified as minor aquifers.
The nearest surface water feature is located 110 m north of the site and is a tributary of the Emm Brook, which is assumed to flow in a roughly north-easterly direction towards the main brook. Two ponds are present from approximately 200 m to the northeast of the site, associated with the stream. Groundwater flow is therefore likely to be in a roughly north- easterly direction towards this.
The site is almost entirely covered by the existing building and hardstanding, with only limited areas of soft landscaping along the perimeter in the east. Infiltration of rainwater into the ground beneath the site will therefore be limited to these areas, such that the majority of surface runoff is likely to drain into combined sewers in the road and drainage channels across the site.
Envirocheck records a limited potential for groundwater flooding to occur at the site, although it would be prudent to commission a Flood Risk Assessment in order to fully assess the risk.
2.6 Preliminary Risk Assessment
Part IIA of the Environmental Protection Act 1990, which was inserted into that Act by Section 57 of the Environment Act 1995, provides the main regulatory regime for the identification and remediation of contaminated land. The determination of contaminated sites is based on a “suitable for use” approach which involves managing the risks posed by contaminated land by making risk-based decisions. This risk assessment is carried out on the basis of a source-pathway-receptor approach.
2.6.1 Source The desk study findings indicate the site to have a contaminative history as it has been developed with a filling station since at least 1967, with the existing configuration of the site established some time after 1999. Additionally, the site is bordered to the south by a vehicle servicing and repairs garage and to the southwest by a car washing facility. Reference to the relevant DoE Industry Profile2 indicates that typical contaminants associated with these uses include heavy metals such as lead and chromium, solvents, detergents and hydrocarbons, including polycyclic aromatic hydrocarbons (PAHs).
Four buried tanks are known to be present beneath the eastern portion of the site and contamination due to spillages or leakage of fuel is likely to be encountered around the tanks and associated pipework, at interceptors and at filling points.
2 Department of Environment (1996). Road vehicle fuelling, servicing and repair (garages and filling stations). (DOE Industry Profile)
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No existing or historical landfill sites have been identified in proximity to the site and therefore no sources of migrating landfill gas have been identified. The area of worked ground to the west could represent a risk of migrating soil gas, although this is expected to be minimal. Any soil contaminated with volatile hydrocarbons beneath the site would represent a source of soil gas.
No other off-site sources of contamination have been identified as part of the desk study research.
2.7.2 Receptors The proposed development of the site will result in a continued commercial use and therefore end users represent relatively low sensitivity receptors.
As the site is underlain by a Secondary ‘A’ Aquifer, groundwater represents a moderately sensitive receptor.
Concrete and buried services are likely to come into contact with any contaminants present within the soils through which they pass and any site workers would come into contact with any contaminants present in the soils; both are considered to be sensitive receptors.
2.7.3 Pathways Within the site, end users will be isolated from direct contact with any contaminants that may be present within the made ground by the presence of the existing and proposed buildings and the extent of the hardstanding, which will effectively form a barrier.
The granular Bagshot Formation would allow the migration of contaminated groundwater through the shallow soils to surrounding sites. Contamination may also migrate to adjacent sites at a lower elevation via surface water runoff.
Buried services and concrete may be exposed to any contaminants present within the soil through direct contact and site workers will come into contact with the soils during construction works.
2.7.4 Preliminary Risk Appraisal On the basis of the above it is considered that there is a MODERATE to HIGH risk of there being a significant contaminant linkage at this site which would result in a requirement for major remediation work.
3.0 EXPLORATORY WORK
The filling station occupying the site remained active throughout both phases of the ground investigation, which meant that full access to the forecourt had to be maintained at all times. The rest of the site was mostly occupied by parked vehicles associated with the car sales showroom to the south, which limited the progress of the investigation. In order to meet the objectives described in Section 1.2 as far as possible within these limitations, a ground investigation has been carried out in two phases. During the first phase, three boreholes were advanced to depths of between 4.00 m (57.57 m OD) and 5.45 m (56.35 m OD) using an opendrive percussive sampling (Terrier) rig and a soil vapour survey was carried out along the northern boundary of the site. The survey was carried out in this location as it was the only reasonably accessible location and would detect vapours moving downstream with groundwater flow. During the second phase, two boreholes were advanced to a maximum depth of 4.80 m (61.43 m OD) by a Terrier rig in order to supplement the previous findings.
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Prior to carrying out the field work, a preliminary Ground Probing Radar (GPR) scan of the site was carried out in order to check that the exploratory locations were free of buried services.
During the second phase of investigation, several services were encountered in the service inspection pits for Borehole Nos 4, 4A and 4B, none of which were damaged. This limited the progress of the investigation.
During boring, disturbed samples were recovered from the boreholes for subsequent laboratory examination and testing. Standard Penetration Tests (SPTs) were carried out at regular intervals within selected boreholes to provide additional quantitative data on the strength of soils encountered. Headspace testing was carried out on selected samples taken from the boreholes using a Photoionisation Detector (PID).
A standpipe was installed into each of the boreholes to facilitate gas and groundwater monitoring and sampling, which has been carried out on two occasions to date. Details of the standpipe installations can found on the borehole logs in the appendix.
A selection of the samples recovered from the boreholes was submitted to an analytical laboratory for a programme of contamination testing. All of the above work was carried out under the supervision of an engineer from GEA.
The borehole records are appended, together with a site plan indicating the exploratory positions. The Ordnance Datum (OD) levels on the borehole records have been provided by the consulting engineers labelled on a drawing detailing existing levels and proposed demolitions (Existing Site Plan & Demolitions, DWG No A(10)-001, dated 13 September 2017).
3.1 Sampling Strategy
The borehole locations were selected on site by an engineer from GEA in order to provide suitable coverage of the site within the access restrictions, whilst avoiding areas of known and suspected buried services and maintaining access to the forecourt.
In total, five samples of made ground and seven samples of natural soil have been tested for the presence of contamination. Selected samples were also screened for Volatile Organic Compounds (VOCs) using a PID.
The analytical suite of testing was selected to identify hydrocarbon contamination resulting from the former and existing use of the site and a range of typical industrial contaminants for the purposes of general coverage. For this investigation, the analytical suite for the soil included a range of metals, speciation of total petroleum hydrocarbons (TPH), polycyclic aromatic hydrocarbons (PAH), total cyanide and monohydric phenols. Samples of the made ground were also screened for the presence of asbestos.
The results of the contamination testing of the soil have been compared to the generic risk based screening values for a commercial end use, given the proposed continued use of the site for car sales. Comparison has also been made to the generic risk based screening values for a residential end use in order to fully assess the risk posed to construction workers.
Samples of the groundwater were collected from the boreholes and tested for the presence of contamination. The analytical suite of testing for the groundwater included pH, nitrate, total
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phenols, PAH, TPH and heavy metals. Two samples were collected from Borehole No 2 at an approximately two month interval and tested for the presence of contamination.
Selected samples of the soil and groundwater have also been tested for the presence of BTEX (benzene, toluene, ethylbenzene, p & m-xylene and o-xylene) and MTBE (Methyl Tertiary Butyl Ether), Soluble Volatile Organic Compounds (SVOCs) and Volatile Organic Compounds (VOCs).
The contamination analyses were carried out at an MCERTs accredited laboratory with the majority of the testing suite accredited to MCERTS standards. A summary of the MCERTs accreditation and test methods are included with the attached results and further details are available upon request.
4.0 GROUND CONDITIONS
The investigation has confirmed the expected ground conditions in that, below a moderate thickness of made ground, the Bagshot Formation was encountered and extended to the maximum depth of investigation at 5.45 m (56.35 m OD).
4.1 Made Groun d
Beneath a 100 mm to 250 mm thickness of tarmac and unreinforced concrete surfacing, or grass and topsoil in a single location, made ground was encountered and generally comprised brown silty sandy gravel and sandy gravelly clay including fragments of brick, concrete, tarmac and ceramic and extended to depths of between 0.60 m (61.34 m OD) and 0.90 m (60.90 m OD).
No hydrocarbon odours were noted within the made ground, although grey staining was observed in the made ground at depths of between 0.35 m (61.70 m OD) and 0.55 m (61.50 m OD) in the west of the site, along with abundant fragments of tarmac.
Apart from the presence of fragments of extraneous material noted above, no visual or olfactory evidence of contamination was observed during the fieldwork. The results of laboratory analyses are detailed within Section 4.4.
4.2 Bagshot Formation
The Bagshot Formation initially comprised soft becoming firm orange-brown and grey sandy clay to depths of between (59.68 m OD) to 2.00 m (59.57 m OD), over orange-brown and grey sand with varying quantities of silt and clay to depths of between 3.30 m (58.13 m OD) and 3.90 m (58.04 m OD). This was in turn underlain by grey, or blue-grey in Borehole Nos 4C and 5, clayey sand and sandy clay to the base of all boreholes and a maximum depth of 5.45 m (56.35 m OD). Standard Penetration Testing (SPTs) carried out within the Bagshot Formation indicate the granular portions to generally be medium dense becoming dense.
Decaying rootlets were encountered in the clayey sand and sandy clay in Borehole No 4C to a maximum depth of 1.75 m.
Samples of silty sandy clay originating in Borehole Nos 1 and 3 were indicated by laboratory testing to be of low shrinkability.
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The soil between depths of 1.00 m (60.57 m OD) and 2.80 m (58.77 m OD) in Borehole No 2 was stained grey with a minor hydrocarbon odour and a strong hydrocarbon odour was observed between 2.00 m (59.57 m OD) and 3.00 m (58.57 m OD) during drilling and sampling. Screening of the samples with the PID has indicated concentrations of VOCs above 20 ppm in Borehole No 2 only; between depths of 2.00 m (59.57 m OD) and 3.00 m (58.57 m OD) where the strong odour was observed, a maximum concentration of 862 ppm was measured at 1.95 m (59.62 m OD). This reduced to 17 ppm at a depth of around 3.70 m (57.87 m OD).
Seven samples of the natural soil have been analysed for a range of contaminants and results are detailed within Section 4.4.
4.3 Groun dwater
Groundwater was encountered at depths of between 1.40 m (60.17 m OD) and 3.10 m (58.95 m OD) during drilling. Standpipes have been installed to a maximum depth of 4.00 m to facilitate gas and groundwater monitoring and groundwater sampling; the findings of two groundwater monitoring visits are presented in the table below.
Depth to water (m) Date Borehole No (m OD)
1.24 1 (60.56) 1.18 20/02/18 2 (60.39) 1.23 3 (60.71) 0.75 1 (61.05) 0.75 2 (60.82) 0.60 11/04/18 3 (61.34) 0.55 4C (60.88) 0.75 5 (61.30)
Given the clayey nature of the soil encountered, it is also likely that groundwater is draining into the standpipe and is trapped by the surrounding cohesive soil.
On the basis of the groundwater monitoring carried out, groundwater appears to be flowing in a roughly easterly / north-easterly direction, as expected with the general topography and towards the ponds and drain run to the northeast.
4.4 Gas Monitoring
Gas monitoring has been undertaken on a single occasion with barometric pressures measured between 1013 mB and 1014 mB.
The monitoring results are appended and indicate that no methane, carbon monoxide or hydrogen sulphide has been detected. No detectable flow was measured, and low concentrations of carbon dioxide have been measured, along with normal ambient
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concentrations of oxygen of between 20.3 % and 20.4 %.
In determining the significance of soil gas concentrations both the gas concentrations and borehole flow rates are used to define a characteristic situation for a site based on the limiting borehole gas volume flow, renamed as the Gas Screening Value (GSV) for methane and carbon dioxide. In this case the following GSVs have been determined, in accordance with guidance provided by CIRIA3.
Max concentration Avg flow rate Gas GSV % vol. l/hr
Methane < 0.1 < 0.1 0.0001
Carbon dioxide < 0.1 < 0.1 0.0001
The gas screening value is calculated using the following formula:
GSV = flow rate x (concentration of gas/100)
The gas screening value of less than 0.07 l/hr indicates Characteristic Situation 1 (CS1).
In accordance with BS 84854 the proposed development is likely to be classified as a Type C building, comprising commercial / public buildings. Table 4 of BS 8485 indicates the minimum gas protection score (points) for each type of building (A-D) using the CS level (1- 6) previously determined. On the basis of the single monitoring visit to date, a Type C building with CS1 requires zero points in reference to gas protection measures, such that no gas protection measures are required. In spite of this conclusion, in view of the hydrocarbon odours detected it may be prudent to install a vapour barrier, since hydrocarbon odours can elicit a negative emotional response from end users, even when the concentration concerned is not of a harmful level. Gas monitoring should be continued to confirm this view.
4.4.1 Soil Vapour Survey A soil vapour survey was carried out at regular intervals along the northern boundary of the site using a PID to determine the presence of hydrocarbon vapour beneath the hardstanding. A total of 21 locations were tested, with values of between 0.2 ppm and 16.1 ppm recorded. The measured concentrations are not considered to be significant or problematic.
4.5 Soil Contamination The table below sets out the maximum and minimum values measured within the seven samples of made ground analysed; all concentrations are in mg/kg unless otherwise stated.
Minimum Maximum Screening value for Samples exceeding Determinant concentration concentration commercial use screening value
pH 7.6 9.3 - 0
Arsenic 5.7 11 640 0
Cadmium < 0.2 0.6 410 0
Chromium 8.1 30 30,400 0
3 Wilson, S, Oliver, S, Mallett, H, Hutchings, H and Card, G (2006) Assessing risks posed by hazardous ground gases to buildings CIRIA Report C659 4 The British Standards Institution (2015), BS 8484:2015 Code of practice for the design of protective measures for methane and carbon dioxide ground gases for new buildings. 2nd Ed. BSI Standards Ltd
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Minimum Maximum Screening value for Samples exceeding Determinant concentration concentration commercial use screening value
Lead 34 110 2,330 0
Mercury < 0.3 0.8 3,600 0
Selenium < 1.0 < 1.0 13,000 0
Copper 9.3 78 71,700 0
Nickel 6.2 27 1,350 0
Zinc 45 110 665,000 0
Total Cyanide < 1 < 1 12,000 0
Total Phenols < 1.0 < 1.0 3,200 0
Total PAH 2.17 159 605.7 0
Sulphide < 1.0 76 50 1
Benzo(a)pyrene < 0.05 9.6 42.40 0
Naphthalene < 0.05 0.26 480.00 0
TPH < 10 390 1000 0
Total Organic Carbon % < 0.1 2.5 10 0
Note: Figure in bold indicates concentration in excess of risk-based soil guideline values, as discussed in Part 2 of this report.
For the seven samples of natural soil tested, no elevated concentrations of contaminants have been detected.
4.5.1 Generic Quantitative Risk Assessment The use of a risk-based approach has been adopted to provide an initial screening of the test results to assess the need for subsequent site-specific risk assessments. Contaminants of concern are those that have a value in excess of a generic human health risk based guideline values, which is either the CLEA Soil Guideline Value where available, a Generic Screening Value calculated using the CLEA UK Version 1.06 software assuming a commercial end use, or is based on the DEFRA Category 4 Screening values. The key generic assumptions for this end use are as follows:
that groundwater will not be a critical risk receptor;
that the critical receptor for human health will be young female children aged zero to six years old;
that the exposure duration will be six years;
that the critical exposure pathways will be indoor dust ingestion, skin contact with indoor dust, and inhalation of indoor and outdoor dust and vapours; and
that the building type equates to a two-storey small terraced house.
It is considered that these assumptions are acceptable for this generic assessment of this site. The tables of generic screening values derived by GEA and an explanation of how each value has been derived are included in the Appendix.
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Where contaminant concentrations are measured at concentrations below the generic screening value it is considered that they pose an acceptable level of risk and thus further consideration of these contaminant concentrations is not required. However, where concentrations are measured in excess of these generic screening values there is considered to be a potential that they could pose an unacceptable risk and thus further action will be required which could include;
additional testing to zone the extent of the contaminated material and thus reduce the uncertainty with regard to its potential risk;
site specific risk assessment to refine the assessment criteria and allow an assessment to be made as to whether the concentration present would pose an unacceptable risk at this site; or
soil remediation or risk management to mitigate the risk posed by the contaminant to a degree that it poses an acceptable risk.
The results of the testing have not indicated any elevated concentrations of contaminants of concern within the made ground or natural soil with respect to a commercial end use, with the exception of a single elevated concentration of sulphide in the sample of made ground originating in Borehole No 3.
When compared to a residential end use in order to fully assess the risk posed to construction workers, the sample of made ground originating in Borehole No 5 contained an elevated concertation of total PAH, in particular benzo(a)anthracene, benzo(b)fluoranthene and benzo(a)pyrene. Analysis of the individual chain lengths has indicated the source of this to be tarmac.
Five samples of the made ground were screened for the presence of asbestos and asbestos in the form of chrysotile has been detected a single sample originating in Borehole No 1 in the southeast of the site. Subsequent quantification testing has indicated a concentration of less than 0.001 %. Asbestos has not been detected in any other samples.
4.6 Groundwater Analysis
The table below sets out the values measured within the five samples of groundwater analysed; all concentrations are in µg/l unless otherwise stated. Samples from Borehole Nos 1 to 3 were collected on 20 February 2018, after the first phase of investigation. Samples were collected from Borehole Nos 4C and 5 on 11 April 2018, following the completion of the second phase. A second sample of the groundwater was collected from Borehole No 2 during the second monitoring visit and scheduled for testing.
BH2 BH2 Determinant BH1 BH3 BH4C BH5 (20.02.18) (11.04.18)
pH 7.0 6.9 6.7 6.8 7.2 6.7
Arsenic 6.04 2.59 1.91 1.68 0.87 2.25
Cadmium 0.10 < 0.02 0.10 < 0.02 0.03 0.05
Chromium 0.6 0.3 < 0.2 < 0.2 0.3 < 0.2
Lead 1.4 1.7 < 0.2 1.9 0.2 < 0.2
Mercury 0.07 < 0.05 0.05 < 0.05 < 0.05 < 0.05
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BH2 BH2 Determinant BH1 BH3 BH4C BH5 (20.02.18) (11.04.18)
Nickel 32 5.9 7.4 7.9 4.2 13
Total Phenols < 10 17 < 10 14 < 10 < 10
Sulphate 9800 5030 49600 2470 19500 33200
Ammonia 1100 1500 550 4300 890 1800
Total PAH < 0.16 118 < 0.16 112 < 0.16 < 0.16
Naphthalene < 0.01 115 < 0.01 107 < 0.01 < 0.01
TPH < 10 2247 < 10 4800 < 10 < 10
Note: Figure in bold indicates concentration in excess of risk-based groundwater guideline values, as discussed in Part 2 of this report.
The results of the groundwater testing have indicated elevated concentrations of total phenols in Borehole No 2, in the northeast of the site, at 17 µg/l, above the screening value of 14.9 µg/l, elevated total PAH at 118 µg/l, above the screening value of 0.1 µg/l and elevated TPH at around 2247 µg/l, with the lighter chain lengths elevated above the screening values. Speciation of PAHs has indicated the majority of this contamination to comprise naphthalene at 115 µg/l, significantly above the screening value of 0.075 µg/l.
The second sample of the groundwater collected from Borehole No 2 also contained an elevated concentration of total PAH, in particular naphthalene and fluoranthene, along with benzene, ethylbenzene, p & m-xylene and o-xylene. MTBE was not found to be elevated. Several other SVOCs and VOCs were also detected within the groundwater and these results are indicate the presence of degraded tarmac and petrol in the groundwater.
An elevated concentration of nickel at 32 µg/l, above the screening value of 15 µg/l, has been detected in the sample of groundwater from Borehole No 1 in the southeast of the site. Additionally, elevated concentrations of total organic carbon have been detected in the groundwater samples from both Borehole Nos 1 and 2. Elevated concentrations of ammonia have been detected in all samples of the groundwater.
No elevated concentrations of contaminants, with the exception of ammonia, have been detected in the samples of groundwater originating in Borehole Nos 3, 4C, and 5. Borehole No 4C was located downstream of the buried tanks and downstream of Borehole No 2.
The significance of these results is considered further in Part 2 of the report.
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Part 2: DESIGN BASIS REPORT
This section of the report provides an interpretation of the findings detailed in Part 1, in the form of a ground model, and then provides advice and recommendations with respect to foundation options and contamination issues.
5.0 INTRODUCTION
Consideration is being given to the redevelopment of the existing filling station site for use as a used car pavilion serving the adjacent car sales showroom to the south. The existing petrol station shop will be retained and refurbished, with a single storey double height showroom constructed to the east of this. The existing proportions of soft landscaping and hardstanding will not change.
Proposed loads have not been provided to date but are expected to be moderate.
6.0 GROUND MODEL
The desk study has indicated the site to have a contaminative history as it has been developed with a petrol filling station since at latest 1967, with the existing configuration of the site established some time after 1999. Additionally, the site is bordered to the south by a vehicle servicing and repairs garage and a car washing facility. On the basis of the fieldwork, the ground conditions at the site can be characterised as follows:
beneath tarmac and concrete surfacing, or grass and topsoil in a single location, and a moderate thickness of made ground, the Bagshot Formation was encountered and extended to the maximum depth investigated at 5.45 m;
the made ground generally comprises brown silty sandy gravel and sandy gravelly clay including fragments of brick, concrete, tarmac and ceramic extending to depths of between 0.60 m (61.34 m OD) and 0.90 m (60.90 m OD);
the Bagshot Formation initially consists of soft becoming firm orange-brown mottled grey sandy clay to depths of between 1.75 m (59.68 m OD) to 2.00 m (59.57 m OD), generally becoming medium dense orange-brown slightly clayey sand to depths of between 3.30 m (58.13 m OD) and 3.90 m (58.04 m OD), beneath which grey clayey sand extends to the full depth of investigation;
groundwater was encountered at depths of between 1.40 m (60.17 m OD) and 3.10 m (58.95 m OD) during drilling and has subsequently been measured at depths of between 0.55 m (60.88 m OD) and 0.75 m (60.82 m OD) during monitoring;
no elevated contaminants of concern have been detected in the samples of made ground and natural soil tested with respect to a commercial end use;
elevated concentrations of VOCs were indicated by the PID for the soil in Borehole No 2 at depths of between 2.00 m (59.57 m OD) and 3.00 m (58.77 m OD), advanced adjacent to a buried tank;
asbestos in the form of chrysotile has been detected in a single sample of the made
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ground originating in Borehole No 1 in the southeast of the site, although subsequent quantification testing has indicated concentrations of less than 0.001 %;
elevated concentrations of total phenols, total PAH, in particular naphthalene and fluoranthene, benzene, ethylbenzene, p & m xylene, o-xylene and TPH have been detected in the groundwater originating in the northeast of the site adjacent to a buried tank;
an elevated concentration of nickel has been detected in the sample of groundwater originating in the southeast;
elevated concentrations of total organic carbon are present in the groundwater in Borehole Nos 1 and 2; and
elevated concentrations of ammonia have been detected in all samples of the groundwater.
7.0 ADVICE AND RECOMMENDATIONS
On the basis of the fieldwork and subsequent monitoring, it should be possible to support the anticipated light to moderate loads of the new structure with spread foundations bearing on the Bagshot Formation, although groundwater may be encountered at a relatively shallow depth.
The buried tanks beneath the east of the site will need to be decommissioned. Hydrocarbon contamination has been detected in the groundwater in the northeast of the site and it is likely that groundwater remediation will be required.
7.1 Spread Foundations
Spread foundations will need to bypass any made ground to bear on the firm sandy clay or medium dense clayey sand of the Bagshot Formation and may be designed to apply a net allowable bearing pressure of 120 kN/m2 at a minimum of approximately 1.00 m.
The above value incorporates an adequate factor of safety against bearing capacity failure and should ensure that settlement remains within normal tolerable limits. The recommended bearing pressure takes account of the variable nature of the soils and any foundations should be nominally reinforced where they span clay and granular material to protect against differential settlement.
7.2 Shallow Excavations
On the basis of the borehole findings it is considered that it will be generally feasible to form relatively shallow excavations terminating within the Bagshot Formation without the requirement for lateral support, although localised instabilities may occur where more granular material or groundwater is encountered.
Whilst groundwater has been measured at depths of between 0.55 m (60.88 m OD) and 0.75 m (60.82 m OD) during monitoring of the standpipes, groundwater was encountered below 1.40 m during drilling and it is likely that water is draining through granular portions of the Bagshot Formation into the standpipes and is now trapped by surrounding cohesive portions. It would be prudent to carry out rising head tests within the standpipes in order to
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determine the inflow rate and groundwater monitoring should be continued for as long as possible prior to construction to determine any seasonal fluctuations in the level of the groundwater. Ideally a number of trial excavation should be carried out once access is available, to check the extent to which foundation excavations will be affected by groundwater inflows.
At this stage it would be prudent to assume that inflows of groundwater will be encountered towards the base of foundation excavations, and that perched water may also be encountered within the made ground or within more granular portions of the Bagshot Formation. As such, contractors will need to have suitable groundwater control methods in place to deal with any inflows.
If deeper excavations are considered or if excavations are to remain open for prolonged periods it is recommended that provision be made for battered side slopes or lateral support. Where personnel are required to enter excavations, a risk assessment should be carried out and temporary lateral support or battering of the excavation sides considered in order to comply with normal safety requirements.
7.3 Ground Floor Slab
Following the removal of the moderate thickness of made ground it should be possible to adopt a ground bearing floor slab directly on the natural soil. It would be prudent to proof roll the formation level to identify any soft spots which should be replaced with granular fill.
7.4 Effect of Sulphates
Chemical analyses of samples of the made ground, natural soil and groundwater have indicated relatively low concentrations of soluble sulphate and near-neutral pH in accordance with Class DS-1 conditions of Table C2 of BRE Special Digest 1:SD Third Edition (2005). The measured pH values of the samples show that an ACEC class of AC-1 would be appropriate for the site. This assumes a mobile water condition at the site. The guidelines contained in the digest should be followed in the design of foundation concrete.
7.5 Contamination Risk Assessment
The desk study findings indicate the site to have a potentially contaminative history as it has been developed as a filling station since 1967, with the existing configuration of the site established some time after 1999. There are four known buried tanks in the east of the site ranging from 13,228 litres to 44,096 litres in capacity. The tanks were pressure tested in 2013 and there have been no known recent leaks. The Trading Standards Officer at West Berkshire Council has indicated that older historical tanks are understood to be present beneath the site, although the number, condition and location of these is unknown.
Contamination testing has indicated elevated concentrations of total phenols, TPH and total PAH, in particular naphthalene and fluoranthene, together with benzene, toluene and xylene and other SVOCs and VOCs in samples of groundwater from Borehole No 2 site, adjacent to a buried tank. Elsewhere, the groundwater was generally not contaminated. The TPH predominantly comprises the lighter chain hydrocarbons and is therefore consistent with petrol contamination. Analysis of the individual PAHs, SVOCs and VOCs also indicates that degraded tarmac is present within the groundwater, most likely as a result of the tarmac surfacing being dissolved by spillages of fuel. Elevated concentrations of nickel and TOC were also measured in the groundwater from this borehole. A large proportion of the hydrocarbon components are above their respective solubility limits and therefore indicative
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of the presence of free product.
Elevated concentrations of ammonia were detected in all samples of the groundwater and may be indicative of a leaking drain or sewer.
No elevated hydrocarbon concentrations were detected further downstream of the tanks and so it is assumed that significant migration of contamination off site is not occurring.
No elevated concentrations of contaminants concern with respect to a commercial end use were measured in samples of made ground and natural soil. Whilst elevated readings were detected during screening with the PID in samples of the natural soil between 2.00 m (59.57 m OD) and 3.00 m (58.77 m OD) in Borehole No 2, no contaminants were detected within the soil and it is likely that the PID detected the volatile phase hydrocarbons present within the groundwater. An elevated sulphide concentration detected in the north of the site is not considered significant as sulphide will not impact human health.
Relatively high concentrations of TPH and PAH were measured in the made ground east of the site which contained fragments of tarmac and it is likely that this is the cause of the elevated concentrations; the concentrations were not elevated above the GSV for commercial end use but may impact on buried plastic services and site workers.
Asbestos has been detected in the form of chrysotile within the made ground in the southeast of the site, although subsequent quantification testing has indicated a concentration of less than 0.001 %. The exact source of this contamination is unknown, but it is likely to be present as a result of demolition of the former buildings present in that portion of the site. This risk is further assessed below.
The hydrocarbon contamination found within the groundwater may also pose a risk of hydrocarbon odour. The level at which humans can detect an odour nuisance is far below that at which the contamination actually poses a health risk. In view of the potential for end users to perceive an odour nuisance, it is recommended that a gas membrane be installed as part of the building construction, to prevent vapours reaching the surface and potentially provoking an emotive response to a perceived risk by end users.
The risk assessment has identified that contamination within the soil has not been measured in excess of safe levels for a commercial end use. The observed levels of contaminants could however pose a risk to end users in areas of soft landscaping, to buried services, buried concrete and to site workers during the ground works. These risks are further assessed below.
7.5.1 Receptors
7.5.1.1 Groundwater
Whilst we significant contamination has not been measured within the soil, it was not possible to sample adjacent to the tanks and it is highly likely that the soil immediately surrounding the tanks is contaminated. Additional investigation will be required once access becomes available.
The simplest method of identifying and removing the source of groundwater contamination of will be bulk excavation of the tanks and any adjacent contaminated soil. Any contaminated groundwater encountered within the excavation will need to be pumped and treated before discharge or will need to be removed from site by a specialist contractor. It is possible that the removal of the source will be sufficient to result in a marked improvement of groundwater
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quality, such that no further action is required. However, if the tank excavation indicates extensive contamination of the ground such that excavation becomes uneconomic and unsustainable, consideration could be given to the use of oxygen releasing compounds (ORC) pumped into wells below the water level to enhance natural attenuation of the residual hydrocarbon contamination. This would not affect the demolition stage of the project and could be carried out independently.
The source of the nickel and ammonia contamination is unknown and nickel was only recorded in the southeast of the site and may have originated from off-site. The ammonia may be indicative of anoxic conditions which could be a result of microbial activity in the ground, linked to the breakdown of hydrocarbons. It is also possible that corrosion of stainless steel used in the adjacent vehicle servicing garage may have resulted in contamination of the groundwater. It is likely that the remediation of the hydrocarbons in the groundwater will result in a marked improvement in the groundwater quality overall.
In order to determine the source of the nickel contamination, inspection of the services in the area should be carried out to determine whether any buried metal pipes are corroding or have leaked. It is also possible that corrosion of stainless steel used in the adjacent vehicle servicing garage may have resulted in contamination of the groundwater.
7.5.1.2 Site Workers Apart from the physical hazards represented by the fill materials, elevated concentrations of TPH and PAH have been measured in a single sample of the made ground, together with elevated concentrations of total phenols, total PAH, TPH and benzene, toluene and xylene in the groundwater. A watching brief should be maintained throughout the construction.
Site workers should be made aware of the contamination and a programme of working should be identified to protect workers handling any soil. The method of site working should be in accordance with guidelines set out by HSE and CIRIA5 and the requirements of the Local Authority Environmental Health Officer. Site workers should also be made aware of the risk of volatile organic compounds (VOCs) while excavating as these can cause headaches and nausea with prolonged exposure.
7.5.1.3 Buried Services Consideration may need to be given to the protection of buried plastic services laid within the made ground. Details of the proposed protection measures for buried plastic services will in any case need to be approved by the EHO and the relevant service authority prior to the adoption of any scheme. It is possible that barrier pipe will be required or additional testing will need to be carried out.
7.5.2 Asbestos As asbestos is insoluble, it is not considered to pose any meaningful risk to groundwater, the development or to neighbouring sites through migration in the ground. It is however potentially hazardous to human health as airborne fibres and could thus pose a risk through inhalation. However, quantification of the samples containing asbestos showed that the concentration of asbestos was less than 0.001 %. It is not therefore considered to pose a significant risk, although site workers should be made aware of the contamination and a programme of working should be identified to protect workers handling any soil.
7.5.3 End Users End users will be isolated from contaminants in the groundwater by the presence of hardstanding
5 CIRIA (1996) A guide for safe working on contaminated sites - Report 132, Construction Industry Research and Information Association
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but consideration will need to be given to protection of end users from hydrocarbon vapour by the provision of a hydrocarbon resistant membrane. Gas monitoring should be continued to confirm the requirement for gas protection measures.
8.0 OUTLINE REMEDIATION PROPOSALS
On the basis of the discussion of pollution linkages in the preceding section, the following possible remedial objectives can be identified:
decommission the buried tanks to remove the source of hydrocarbon contamination;
remediate groundwater to reduce impact of hydrocarbon contamination on protected waters and neighbouring sites;
provide barriers to protect end users from vapours;
protect site workers; and
protect buried services.
Once the buried tanks have been decommissioned they should be filled with either foam or water to prevent a build-up of hydrocarbon vapour while they are unused. An assessment will need to be made to determine whether the soil immediately surrounding the tanks has been impacted and therefore poses a continued source of contamination.
If the tanks are to be removed the soil from around the tanks and around any associated pipe work, or any soil observed to be contaminated from within the excavations, will need to be excavated and either disposed of or treated. The sides and base of the excavation should then be inspected to assess where zones of contamination remain, and if these can be addressed by physical excavation the excavation should be extended accordingly. Groundwater entering the excavation at depth should be anticipated and this should be pumped out and either sent for off-site disposal via tankers or treated on site via passage through an oil interceptor and activated carbon filter or similar before being discharged to the foul sewer under licence.
The tank excavation should then be filled with ‘clean’ granular fill material, which is suitable for compaction or treatment by ground improvement.
The nature and scope of any soil and groundwater remediation will need to be agreed with the EA and the local authority prior to the adoption of any particular remediation scheme and it is likely that there will be a requirement for a detailed quantitative risk assessment (DQRA) to assist with this decision. It is likely that remediation activities will, as a minimum, include the removal of the tanks and any associated pipework together with any obviously contaminated soils. This may result in deep excavations across much of the site. Depending upon the outcome of the DQRA and followings discussions with the regulatory authorities, some further groundwater treatment may also be required.
These discussions will culminate in the provision of a remediation proposals report which will outline the agreed course of action. Once the remediation process is monitored and validated, a completion report will be provided to confirm the successful remediation of the site.
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9.0 WASTE DISPOSAL
Under the European Waste Directive, waste is classified as being either Hazardous or Non- Hazardous and landfills receiving waste are classified as accepting hazardous or non- hazardous wastes or the non-hazardous sub-category of inert waste in accordance with the Waste Directive. Waste classification is a staged process and this investigation represents the preliminary sampling exercise of that process. Once the extent and location of the waste that is to be removed has been defined, further sampling and testing may be necessary. The results from this ground investigation should be used to help define the sampling plan for such further testing, which could include WAC leaching tests where the totals analysis indicates the soil to be a hazardous waste or inert waste from a contaminated site. It should however be noted that the Environment Agency guidance WM36 states that landfill WAC analysis, specifically leaching test results, must not be used for waste classification purposes.
Any spoil arising from excavations or landscaping works, which is not to be re-used in accordance with the CL:AIRE7 guidance, will need to be disposed of to a licensed tip. Waste going to landfill is subject to landfill tax at either the standard rate of £86.10 per tonne (about £155 per m3) or at the lower rate of £2.70 per tonne (roughly £5 per m3). However, the classifications for tax purposes and disposal purposes differ and currently all made ground and topsoil is taxable at the ‘standard’ rate and only naturally occurring soil and stones, which are accurately described as such in terms of the 2011 Order, would qualify for the ‘lower rate’ of landfill tax.
Based upon on the technical guidance provided by the Environment Agency it is considered likely that the soils encountered during this ground investigation, as represented by the eight chemical analyses carried out, would be generally classified as follows;
Waste Classification WAC Testing Required Prior to Soil Type Comments (Waste Code) Landfill Disposal?
Non-hazardous Made ground No - (17 05 04)
Non-hazardous Should not be required but Bagshot Formation - (17 05 04) confirm with receiving landfill
Under the requirements of the European Waste Directive all waste needs to be pre-treated prior to disposal. The pre-treatment process must be physical, thermal, chemical or biological, including sorting. It must change the characteristics of the waste in order to reduce its volume, hazardous nature, facilitate handling or enhance recovery. The waste producer can carry out the treatment but they will need to provide documentation to prove that this has been carried out. Alternatively, the treatment can be carried out by an approved contractor. The Environment Agency has issued a position paper8 which states that in certain circumstances, segregation at source may be considered as pre-treatment and thus excavated material may not have to be treated prior to landfilling if the soils can be segregated onsite prior to excavation by sufficiently characterising the soils insitu prior to excavation.
The above opinion with regard to the classification of the excavated soils is provided for guidance only and should be confirmed by the receiving landfill once the soils to be discarded have been identified.
6 Environment Agency 2015. Guidance on the classification and assessment of waste. Technical Guidance WM3 First Edition 7 CL:AIRE March 2011. The Definition of Waste: Development Industry Code of Practice Version 2 8 Environment Agency 23 Oct 2007 Regulatory Position Statement Treating non-hazardous waste for landfill - Enforcing the new requirement
Ref J18007 22 Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Group One Automotive Ground Investigation Report
The local waste regulation department of the Environment Agency (EA) should be contacted to obtain details of tips that are licensed to accept the soil represented by the test results. The tips will be able to provide costs for disposing of this material but may require further testing.
10.0 OUTSTANDING RISKS AND ISSUES
This section of the report aims to highlight areas where further work is required as a result of limitations on the scope of this investigation, or where issues have been identified by this investigation that warrant further consideration. The scope of risks and issues discussed in this section is by no means exhaustive, but covers the main areas where additional work may be required.
The ground is a heterogeneous natural material and variations will inevitably arise between the locations at which it is investigated. This report provides an assessment of the ground conditions based on the discrete points at which the ground was sampled, but the ground conditions should be subject to review as the work proceeds to ensure that any variations from the Ground Model are properly assessed by a suitably qualified person.
Monitoring of the standpipe should be continued to determine equilibrium groundwater levels and to establish any seasonal fluctuations and it would be beneficial to carry out rising head tests to determine the permeability. Additional testing of the groundwater may be required to determine the presence and extent of free product within the contaminated groundwater and in situ testing of the pH, temperature, redox potential and dissolved oxygen may also be required. This can be carried out as part of the remedial works phase in order to fully characterise the conditions beneath the site.
The buried tanks beneath the site will need to be decommissioned and remediation of the groundwater will be required. A watching brief should be maintained during demolition and site strip of the forecourt and if any malodourous or discoloured soils are encountered, these should be removed and the remaining soils validated. It may be prudent to carry out further archive research in an attempt to ascertain the presence of any further tanks on site, although it would appear that due to the age of these alleged tanks, any records that may have been made have since been destroyed. Alternatively a geophysical survey or similar could be carried out in order to locate such buried structures.
This investigation has indicated the presence of contamination and recommendations have been made for the mitigation of this contamination in light of the current development proposals. This report should be viewed as the first stage in a process which culminates in the provision of a Completion Report confirming that the remediation has been carried out satisfactorily. The next stage in this process should be consultation with the Local Environmental Health Officer (EHO) and Environment Agency (EA) and the provision of Remediation Proposals that can be agreed with these parties as a basis for the remediation of the contamination.
The EA may require further investigation and analysis to allow a quantitative risk assessment to be carried out although this may not be required if the tanks are to be removed, along with any surrounding contaminated soils.
These areas of doubt should be drawn to the attention of prospective contractors and further investigation will be required or sufficient contingency should be provided to cover the outstanding risk.
Ref J18007 23 Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Group One Automotive Ground Investigation Report
APPENDIX
Borehole Records
Contamination Test Results (soil)
Contamination Test Results (water)
Geotechnical Test Results
Generic Risk Based Screening Values
Groundwater Screening Values
Gas and Groundwater Monitoring Records
Envirocheck Extracts
Historical Maps
Historic Site Maps from Trading Standards Officer at West Berkshire Council
Site Plan
Ref J18007 24 Issue No 1 19 April 2018 Site Geotechnical & Environmental Associates Number Widbury Barn | Widbury Hill | Ware | SG12 7QE Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS BH1
Excavation Method Dimensions Ground Level (mOD) Client Job Number Opendrive percussive 61.80 Think Ford Wokingham sampler J18007
Location Dates Engineer Sheet 23/01/2018 In the southeast of the site Mason Navarro Pledge 1/1
Depth Water Level Depth (m) Sample / Tests Depth Field Records (mOD) (m) Description Legend
(m) (Thickness) Water
(0.20) Tarmac (5 mm) over concrete 61.60 0.20 (0.40) Made Ground (grey sandy gravel of concrete and tarmac 0.40 D1 rubble) 61.20 0.60 (0.30) Made Ground (grey silty slightly sandy gravelly clay with whole brick and fragements of concrete) 0.80 D2 60.90 0.90 0.90-1.00 D3 1.00-1.45 SPT N60=14 0,0/2,2,3,3 Soft becoming firm orange-brown mottled grey sandy CLAY PID = 6.7 ppm (0.95)
1.60-1.80 D4 59.95 1.85 (0.15) Orange-brown clayey fine to medium SAND 59.80 2.00 1 2.00 D5 Water strike(1) at 2.00m. 59.70 2.10 Very soft orange-brown very sandy CLAY 2.00-2.45 SPT N60=15 0,2/3,2,2,4 2.00-2.10 D6 Medium dense pale orange-brown slightly clayey fine to 2.30-2.60 B1 medium SAND
3.00-3.45 SPT N60=21 2,2/3,4,4,4 (1.85)
PID = 3.2 ppm
57.85 3.95 4.00-4.45 SPT N60=25 2,4/4,4,5,5 Medium dense grey silty clayey fine to medium SAND 4.00-4.50 B2
(1.50)
5.00-5.45 SPT N60=29 1,2/3,5,6,7
56.35 5.45 Complete at 5.45m
Remarks Scale Logged PID = Photoionisation Detector (ppm) (approx) By Standpipe installed to a depth of 4.00 m.
1:50 AP
Figure No. J18007.BH1
Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved Site Geotechnical & Environmental Associates Number Widbury Barn | Widbury Hill | Ware | SG12 7QE Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS BH2
Excavation Method Dimensions Ground Level (mOD) Client Job Number Opendrive percussive 61.57 Think Ford Wokingham sampler J18007
Location Dates Engineer Sheet 23/01/2018 Mason Navarro Pledge 1/1
Depth Water Level Depth (m) Sample / Tests Depth Field Records (mOD) (m) Description Legend
(m) (Thickness) Water
(0.25) Tarmac (5 mm) over concrete 61.32 0.25 0.30 D1 (0.25) Made Ground (grey clayey very sandy gravel with flint and 61.07 0.50 fragments of brick and concrete) 60.97 0.60 Made Ground (dark reddish brown sandy clay with relic (0.40) roots and fragments of brick with slight petrol odour) 60.57 1.00 PID = 21.3 ppm Soft greyish orange-brown sandy CLAY with slight petrol 1.00-1.45 SPT N60=8 1,0/1,2,1,2 odour 1.10 D2 Firm greyish brown very sandy CLAY with strong petrol 1 1.40 D3 Water strike(1) at 1.40m. (1.00) odour
59.57 2.00 1.95 D4 PID = 861.9 ppm Dark grey slightly clayey fine to medium SAND with strong 2.10 D5 petrol odour PID = 306.1 ppm (0.80)
58.77 2.80 Medium dense orange-brown clayey fine to medium SAND 3.00-3.45 SPT N60=18 3,4/4,3,3,3 (0.80)
57.97 3.60 Grey clayey fine to medium SAND with very slight PID = 17.0 ppm (0.40) hydrocarbon odour 57.57 4.00 Complete at 4.00m
Remarks Scale Logged PID = Photoionisation Detector (ppm) (approx) By Standpipe installed to a depth of 4.00 m.
1:50 AP
Figure No. J18007.BH2
Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved Site Geotechnical & Environmental Associates Number Widbury Barn | Widbury Hill | Ware | SG12 7QE Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS BH3
Excavation Method Dimensions Ground Level (mOD) Client Job Number Opendrive percussive 61.94 Think Ford Wokingham sampler J18007
Location Dates Engineer Sheet 23/01/2018 Mason Navarro Pledge 1/1
Depth Water Level Depth (m) Sample / Tests Depth Field Records (mOD) (m) Description Legend
(m) (Thickness) Water
61.84 0.10 Tarmac (5 mm) over concrete (0.30) 0.30 D1 61.54 0.40 Made Ground (grey sandy gravel with gravel and concrete (0.20) and brick crush) 0.50 D2 61.34 0.60 Made Ground (dark greyish brown silty clay with relic roots, 0.80-0.90 D3 and framgents of brick, coal and clinker) Firm grey becoming orange-brown mottled grey sandy CLAY (1.30) 1.40-1.50 D4
1.80-1.90 D5 60.04 1.90 Orange-brown slightly clayey fine to medium SAND 2.00-2.40 B1
(1.30)
1 Water strike(1) at 3.00m. 58.74 3.20 3.20-3.60 B2 Orange slightly clayey fine to coarse SAND (0.70)
3.90-4.00 D6 58.04 3.90 57.94 4.00 Dark grey clayey fine SAND Complete at 4.00m
Remarks Scale Logged PID = Photoionisation Detector (ppm) (approx) By Standpipe installed to a depth of 4.00 m.
1:50 AP
Figure No. J18007.BH3
Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved Site Geotechnical & Environmental Associates Number Widbury Barn | Widbury Hill | Ware | SG12 7QE Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS BH4
Excavation Method Dimensions Ground Level (mOD) Client Job Number Opendrive percussive 150mm to 3.00m 61.43 Think Ford Wokingham sampler J18007
Location Dates Engineer Sheet 09/03/2018 In the east of the site Mason Navarro Pledge 1/1
Depth Water Level Depth (m) Sample / Tests Depth Field Records (mOD) (m) Description Legend
(m) (Thickness) Water
(0.20) Grass over topsoil (light brown slightly clayey sandy gravel 61.23 0.20 including plant rootlets) 0.30 C PID = zero (0.50) Made Ground (brown silty sandy gravelly clay including fragments of brick, ceramic, gravel, plant roots up to 20 mm 0.60 C PID = 0.1 ppm 60.73 0.70 wide and rootlets) 0.80 C PID = zero Orange-brown and light grey silty clayey SAND with (0.70) portions of soft and firm sandy CLAY with occasional gravel including decaying rootlets. Sand is fine to medium. Gravel 1.20 D is fine subrounded flint. 60.03 1.40 ... rootlets absent from 1.20 m. (0.35) Firm laminated orange-brown and blue-grey sandy CLAY 1.60 D 59.68 1.75 1.80 D (0.15) with occasional iron staining and decaying plant rootlets 59.53 1.90 and partings of yellow-brown sand. Sand is fine to medium. 1 Water strike(1) at 2.00m. Orange-brown slightly clayey fine to medium SAND. (0.60) 2.30 D Green-grey slightly clayey fine to medium SAND (wet). 58.93 2.50 Orange-brown and green-grey slightly clayey fine to (0.50) medium SAND and laminated orange-brown CLAY (mixed 2.80 D zone). 58.43 3.00 Grey-brown and slightly green slightly clayey fine to 3.10 D (0.30) medium SAND (wet). 58.13 3.30 Firm blue / dark grey sandy CLAY with partings of fine light grey fine to medium SAND. 3.60 D
(1.50)
56.63 4.80 Complete at 4.80m
Remarks Scale Logged Service pit manually excavated to a depth of 1.20 m. (approx) By Borehole cased to a depth of 3.00 m. Groundwater encounetred around 2.00 m. Standpipe installed with a response zone from 1.00 m to 4.00 m and a gas tap. 1:50 SM PID = Photoionisation Detector (ppm). Figure No. J18007.BH4
Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved Site Geotechnical & Environmental Associates Number Widbury Barn | Widbury Hill | Ware | SG12 7QE Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS BH5
Excavation Method Dimensions Ground Level (mOD) Client Job Number Opendrive percussive 150mm to 3.00m 62.05 Think Ford Wokingham sampler J18007
Location Dates Engineer Sheet 09/03/2018 In the west of the site Mason Navarro Pledge 1/1
Depth Water Level Depth (m) Sample / Tests Depth Field Records (mOD) (m) Description Legend
(m) (Thickness) Water
(0.35) Tarmac over unreinforced concrete (100 mm) over Made Ground (silty sandy gravel including tarmac, clinker, brick 0.30 C PID = zero 61.70 0.35 and flint) (0.20) 0.50 C PID = zero 61.50 0.55 Green-grey slightly clayey fine to medium SAND with dark grey staining.
(0.85) Green-grey mottled orange-brown slightly clayey fine to medium SAND. ... becoming sandy CLAY from 1.20 m. 1.20 D PID = zero 60.65 1.40 1.20-1.65 SPT N60=14 DRY 1,1/2,3,2,3 Green-grey and orange-brown laminated sandy CLAY. 1.50 D (0.25) 60.40 1.65 Sand is fine. Medium dense becoming dense brown fine to medium SAND. 2.00-2.45 SPT N60=35 DRY 3,5/5,6,7,7 2.00 D ... becoming slightly clayey and mottled orange-brown around 2.1 m.
(2.25)
3.00-3.45 SPT N60=11 1,2/3,2,1,2 ... becoming medium dense from 3.00 m. 1 3.00 D Water strike(1) at 3.10m. ... becoming red/ orange / brown and wet from 3.1 m.
58.15 3.90 ... becoming laminated with blue / dark grey clay from 3.80 m. 4.00-4.45 SPT(C) N60=12 0,1/2,2,2,3 Medium dense blue / dark grey clayey fine to medium SAND with partings of light grey sand. (1.10) 4.50 D
57.05 5.00 5.00-5.45 SPT(C) N60=18 0,1/1,3,4,5 Complete at 5.00m
Remarks Scale Logged Borehole cased to a depth of 3.00 m. (approx) By Standpipe installed with a reponse zone from 1.00 m to 4.00 m with a gas tap. Service pit manually excavated to a depth of 1.20 m. PID = Photoionisation Detector (ppm). 1:50 SM
Figure No. J18007.BH5
Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 9 Analytical Report Number: 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Your Order No: J17293 P1
Lab Sample Number 895339 895340 895341 895342 895343 Sample Reference BH1 BH1 BH1 BH2 BH2 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 0.40 0.80 2.00 0.30 1.10 Date Sampled 23/01/2018 23/01/2018 23/01/2018 23/01/2018 23/01/2018 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE - < 0.1 < 0.1 - < 0.1 Moisture Content % N/A NONE - 12 18 - 21 Total mass of sample received kg 0.001 NONE - 0.53 0.54 - 0.13
Asbestos in Soil Screen / Identification Name Type N/A ISO 17025 Chrysotile - - - -
Asbestos in Soil Type N/A ISO 17025 Detected - - Not-detected - Asbestos Quantification (Stage 2) % 0.001 ISO 17025 < 0.001 - - - - Asbestos Quantification Total % 0.001 ISO 17025 < 0.001 - - - -
General Inorganics pH - Automated pH Units N/A MCERTS - 8.2 7.8 - 7.7 Total Cyanide mg/kg 1 MCERTS - < 1 < 1 - < 1 Total Sulphate as SO4 mg/kg 50 MCERTS - 690 190 - 300 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS - 0.16 0.014 - 0.038 Sulphide mg/kg 1 MCERTS - 41 < 1.0 - 1.6 Water Soluble Chloride (2:1) mg/kg 1 MCERTS - 34 8.9 - 23 Total Organic Carbon (TOC) % 0.1 MCERTS - 0.7 0.2 - 0.4
Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS - < 1.0 < 1.0 - < 1.0
Speciated PAHs Naphthalene mg/kg 0.05 MCERTS - < 0.05 < 0.05 - < 0.05 Acenaphthylene mg/kg 0.05 MCERTS - < 0.05 < 0.05 - < 0.05 Acenaphthene mg/kg 0.05 MCERTS - < 0.05 < 0.05 - < 0.05 Fluorene mg/kg 0.05 MCERTS - < 0.05 < 0.05 - < 0.05 Phenanthrene mg/kg 0.05 MCERTS - 0.51 < 0.05 - < 0.05 Anthracene mg/kg 0.05 MCERTS - 0.46 < 0.05 - < 0.05 Fluoranthene mg/kg 0.05 MCERTS - 1.5 < 0.05 - < 0.05 Pyrene mg/kg 0.05 MCERTS - 1.3 < 0.05 - < 0.05 Benzo(a)anthracene mg/kg 0.05 MCERTS - 0.84 < 0.05 - < 0.05 Chrysene mg/kg 0.05 MCERTS - 0.70 < 0.05 - < 0.05 Benzo(b)fluoranthene mg/kg 0.05 MCERTS - 0.89 < 0.05 - < 0.05 Benzo(k)fluoranthene mg/kg 0.05 MCERTS - 0.42 < 0.05 - < 0.05 Benzo(a)pyrene mg/kg 0.05 MCERTS - 0.61 < 0.05 - < 0.05 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS - 0.42 < 0.05 - < 0.05 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS - < 0.05 < 0.05 - < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS - 0.45 < 0.05 - < 0.05
Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS - 8.16 < 0.80 - < 0.80
Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS - 7.0 8.1 - 5.0 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS - < 0.2 < 0.2 - < 0.2 Chromium (aqua regia extractable) mg/kg 1 MCERTS - 16 22 - 21 Copper (aqua regia extractable) mg/kg 1 MCERTS - 27 9.3 - 4.3 Lead (aqua regia extractable) mg/kg 1 MCERTS - 110 11 - 12 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS - 0.4 < 0.3 - < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS - 8.9 16 - 12 Selenium (aqua regia extractable) mg/kg 1 MCERTS - < 1.0 < 1.0 - < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS - 69 29 - 30
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 9 Analytical Report Number: 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Your Order No: J17293 P1
Lab Sample Number 895339 895340 895341 895342 895343 Sample Reference BH1 BH1 BH1 BH2 BH2 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 0.40 0.80 2.00 0.30 1.10 Date Sampled 23/01/2018 23/01/2018 23/01/2018 23/01/2018 23/01/2018 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Monoaromatics Benzene ug/kg 1 MCERTS - - - - - Toluene µg/kg 1 MCERTS - - - - - Ethylbenzene µg/kg 1 MCERTS - - - - - p & m-xylene µg/kg 1 MCERTS - - - - - o-xylene µg/kg 1 MCERTS - - - - - MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS - - - - -
Petroleum Hydrocarbons
TPH C10 - C40 mg/kg 10 MCERTS - 12 < 10 - < 10
TPH (C8 - C10) mg/kg 0.1 MCERTS - < 0.1 < 0.1 - < 0.1 TPH (C10 - C12) mg/kg 2 MCERTS - < 2.0 < 2.0 - < 2.0 TPH (C12 - C16) mg/kg 4 MCERTS - < 4.0 < 4.0 - < 4.0 TPH (C16 - C21) mg/kg 1 MCERTS - 4.9 < 1.0 - < 1.0 TPH (C21 - C35) mg/kg 1 MCERTS - 7.3 < 1.0 - < 1.0
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 9 Analytical Report Number: 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Your Order No: J17293 P1
Lab Sample Number 895344 895345 895346 895347 895348 Sample Reference BH2 BH2 BH2 BH3 BH3 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.40 1.95 2.10 0.30 0.50 Date Sampled 23/01/2018 23/01/2018 23/01/2018 23/01/2018 23/01/2018 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 22 16 14 10 13 Total mass of sample received kg 0.001 NONE 0.13 0.61 0.63 1.4 0.54
Asbestos in Soil Screen / Identification Name Type N/A ISO 17025 - - - - -
Asbestos in Soil Type N/A ISO 17025 - - - Not-detected - Asbestos Quantification (Stage 2) % 0.001 ISO 17025 - - - - - Asbestos Quantification Total % 0.001 ISO 17025 - - - - -
General Inorganics pH - Automated pH Units N/A MCERTS - 8.2 8.3 9.3 8.2 Total Cyanide mg/kg 1 MCERTS - < 1 < 1 < 1 < 1 Total Sulphate as SO4 mg/kg 50 MCERTS - 190 180 750 400 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS - 0.010 0.023 0.086 0.15 Sulphide mg/kg 1 MCERTS - < 1.0 1.9 76 4.2 Water Soluble Chloride (2:1) mg/kg 1 MCERTS - 9.5 14 22 9.8 Total Organic Carbon (TOC) % 0.1 MCERTS - 0.2 < 0.1 1.4 1.0
Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS - < 1.0 < 1.0 < 1.0 < 1.0
Speciated PAHs Naphthalene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.26 < 0.05 Acenaphthylene mg/kg 0.05 MCERTS - < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthene mg/kg 0.05 MCERTS - < 0.05 < 0.05 < 0.05 < 0.05 Fluorene mg/kg 0.05 MCERTS - < 0.05 < 0.05 < 0.05 < 0.05 Phenanthrene mg/kg 0.05 MCERTS - < 0.05 < 0.05 1.4 0.22 Anthracene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.29 < 0.05 Fluoranthene mg/kg 0.05 MCERTS - < 0.05 < 0.05 1.9 0.45 Pyrene mg/kg 0.05 MCERTS - < 0.05 < 0.05 1.6 0.43 Benzo(a)anthracene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.85 0.24 Chrysene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.80 0.23 Benzo(b)fluoranthene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.93 0.30 Benzo(k)fluoranthene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.47 0.11 Benzo(a)pyrene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.66 0.19 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.49 < 0.05 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS - < 0.05 < 0.05 < 0.05 < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS - < 0.05 < 0.05 0.52 < 0.05
Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS - < 0.80 < 0.80 10.1 2.17
Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS - 8.7 6.0 11 6.1 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS - < 0.2 < 0.2 0.6 < 0.2 Chromium (aqua regia extractable) mg/kg 1 MCERTS - 37 9.5 30 14 Copper (aqua regia extractable) mg/kg 1 MCERTS - 9.0 4.9 78 12 Lead (aqua regia extractable) mg/kg 1 MCERTS - 8.8 6.7 98 34 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS - < 0.3 < 0.3 < 0.3 < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS - 26 8.2 27 6.2 Selenium (aqua regia extractable) mg/kg 1 MCERTS - < 1.0 < 1.0 < 1.0 < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS - 37 23 110 59
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 9 Analytical Report Number: 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Your Order No: J17293 P1
Lab Sample Number 895344 895345 895346 895347 895348 Sample Reference BH2 BH2 BH2 BH3 BH3 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.40 1.95 2.10 0.30 0.50 Date Sampled 23/01/2018 23/01/2018 23/01/2018 23/01/2018 23/01/2018 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Monoaromatics Benzene ug/kg 1 MCERTS < 1.0 - - - - Toluene µg/kg 1 MCERTS < 1.0 - - - - Ethylbenzene µg/kg 1 MCERTS 2700 - - - - p & m-xylene µg/kg 1 MCERTS 2600 - - - - o-xylene µg/kg 1 MCERTS < 1.0 - - - - MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS < 1.0 - - - -
Petroleum Hydrocarbons
TPH C10 - C40 mg/kg 10 MCERTS 100 51 < 10 290 19
TPH (C8 - C10) mg/kg 0.1 MCERTS 94 < 0.1 < 0.1 < 0.1 < 0.1 TPH (C10 - C12) mg/kg 2 MCERTS 38 18 2.8 6.6 < 2.0 TPH (C12 - C16) mg/kg 4 MCERTS 38 20 4.4 18 < 4.0 TPH (C16 - C21) mg/kg 1 MCERTS 21 7.7 < 1.0 37 2.7 TPH (C21 - C35) mg/kg 1 MCERTS 4.1 5.4 1.0 180 15
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 9 Analytical Report Number: 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Your Order No: J17293 P1
Certificate of Analysis - Asbestos Quantification
Methods: Qualitative Analysis
The samples were analysed qualitatively for asbestos by polarising light and dispersion staining as described by the Health and Safety Executive in HSG 248.
Quantitative Analysis The analysis was carried out using our documented in-house method A006 based on HSE Contract Research Report No: 83/1996: Development and Validation of an analytical method to determine the amount of asbestos in soils and loose aggregates (Davies et al, 1996) and HSG 248. Our method includes initial examination of the entire representative sample, then fractionation and detailed analysis of each fraction, with quantification by hand picking and weighing.
The limit of detection (reporting limit) of this method is 0.001 %.
The method has been validated using samples of at least 100 g, results for samples smaller than this should be interpreted with caution. Both Qualitative and Quantitative Analyses are UKAS accredited.
Sample Sample Asbestos Containing Asbestos by hand Total % Sample Sample ID Depth Weight Material Types Detected PLM Results picking/weighing Asbestos in Number (m) (g) (ACM) (%) Sample
895339 BH1 0.40 154 Loose Fibres Chrysotile < 0.001 < 0.001
Opinions and interpretations expressed herein are outside the scope of UKAS accreditation.
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 9 Analytical Report Number : 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS
* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.
Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.
Lab Sample Sample Sample Depth (m) Sample Description * Number Reference Number
895339 BH1 None Supplied 0.40 - 895340 BH1 None Supplied 0.80 Brown loam and sand with brick and vegetation. 895341 BH1 None Supplied 2.00 Light brown sandy clay. 895342 BH2 None Supplied 0.30 - 895343 BH2 None Supplied 1.10 Brown sandy clay. 895344 BH2 None Supplied 1.40 Light brown sandy clay. 895345 BH2 None Supplied 1.95 Light brown sand. 895346 BH2 None Supplied 2.10 Grey sand. 895347 BH3 None Supplied 0.30 Brown loam and sand with gravel and brick. 895348 BH3 None Supplied 0.50 Brown loam and clay.
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 7 of 9 Analytical Report Number : 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Asbestos identification in soil Asbestos Identification with the use of polarised In house method based on HSG 248 A001-PL D ISO 17025 light microscopy in conjunction with disperion staining techniques.
Asbestos Quantification - Gravimetric Asbestos quantification by gravimetric method - in HSE Report No: 83/1996, HSG 248, HSG A006-PL D ISO 17025 house method based on references. 264 & SCA Blue Book (draft).
BTEX and MTBE in soil Determination of BTEX in soil by headspace GC- In-house method based on USEPA8260 L073B-PL W MCERTS (Monoaromatics) MS.
Chloride, water soluble, in soil Determination of Chloride colorimetrically by In-house method based on BS1377 Part 3, L082-PL D MCERTS discrete analyser. 1990, Chemical and Electrochemical Tests. 2:1 extraction.
Metals in soil by ICP-OES Determination of metals in soil by aqua-regia In-house method based on MEWAM 2006 L038-PL D MCERTS digestion followed by ICP-OES. Methods for the Determination of Metals in Soil.
Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests
Monohydric phenols in soil Determination of phenols in soil by extraction with In-house method based on Examination of L080-PL W MCERTS sodium hydroxide followed by distillation followed Water and Wastewater 20th Edition: by colorimetry. Clesceri, Greenberg & Eaton (skalar) pH in soil (automated) Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L099-PL D MCERTS followed by automated electrometric 1990, Chemical and Electrochemical Tests measurement.
Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270 L064-PL D MCERTS extraction in dichloromethane and hexane followed by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.
Sulphate, water soluble, in soil (16hr Determination of water soluble sulphate by ICP- In-house method based on BS1377 Part 3, L038-PL D MCERTS extraction) OES. Results reported directly (leachate 1990, Chemical and Electrochemical Tests, equivalent) and corrected for extraction ratio (soil 2:1 water:soil extraction, analysis by ICP- equivalent). OES. Sulphide in soil Determination of sulphide in soil by acidification In-house method L010-PL D MCERTS and heating to liberate hydrogen sulphide, trapped in an alkaline solution then assayed by ion selective electrode. Total cyanide in soil Determination of total cyanide by distillation In-house method based on Examination of L080-PL W MCERTS followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (Skalar)
Total organic carbon (Automated) in Determination of organic matter in soil by oxidising In-house method based on BS1377 Part 3, L009-PL D MCERTS soil with potassium dichromate followed by titration 1990, Chemical and Electrochemical Tests"" with iron (II) sulphate.
Total sulphate (as SO4 in soil) Determination of total sulphate in soil by extraction In-house method based on BS1377 Part 3, L038-PL D MCERTS with 10% HCl followed by ICP-OES. 1990, Chemical and Electrochemical Tests
TPH Banding in Soil by FID Determination of hexane extractable hydrocarbons In-house method, TPH with carbon L076-PL W MCERTS in soil by GC-FID. banding.
TPH in (Soil) Determination of TPH bands by HS-GC-MS/GC-FID In-house method, TPH with carbon L076-PL D MCERTS banding.
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 8 of 9 Analytical Report Number : 18-73891 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 18-73891-2 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 9 of 9 Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 8 Analytical Report Number: 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd
Lab Sample Number 926034 926035 926036 926037 Sample Reference BH4C BH4 BH5 BH5 Sample Number None Supplied None Supplied None Supplied None Supplied Depth (m) 0.60 0.80 0.30 0.50 Date Sampled 09/03/2018 09/03/2018 09/03/2018 09/03/2018 Time Taken None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 15 13 10 10 Total mass of sample received kg 0.001 NONE 1.2 1.3 1.0 1.3
Asbestos in Soil Type N/A ISO 17025 Not-detected - Not-detected -
General Inorganics pH - Automated pH Units N/A MCERTS 7.6 7.8 7.8 7.9 Total Cyanide mg/kg 1 MCERTS < 1 < 1 < 1 < 1 Total Sulphate as SO4 mg/kg 50 MCERTS 320 230 930 490 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.020 0.017 0.43 0.23 Sulphide mg/kg 1 MCERTS < 1.0 < 1.0 31 11 Water Soluble Chloride (2:1) mg/kg 1 MCERTS 3.7 2.7 58 39 Total Organic Carbon (TOC) % 0.1 MCERTS 1.0 0.3 2.5 0.6
Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0
Speciated PAHs Naphthalene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthylene mg/kg 0.05 MCERTS < 0.05 < 0.05 0.24 < 0.05 Acenaphthene mg/kg 0.05 MCERTS < 0.05 < 0.05 2.7 < 0.05 Fluorene mg/kg 0.05 MCERTS < 0.05 < 0.05 2.7 < 0.05 Phenanthrene mg/kg 0.05 MCERTS 0.27 < 0.05 24 1.2 Anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 24 0.33 Fluoranthene mg/kg 0.05 MCERTS 0.92 < 0.05 28 1.7 Pyrene mg/kg 0.05 MCERTS 0.82 < 0.05 20 1.2 Benzo(a)anthracene mg/kg 0.05 MCERTS 0.54 < 0.05 12 0.61 Chrysene mg/kg 0.05 MCERTS 0.51 < 0.05 9.2 0.70 Benzo(b)fluoranthene mg/kg 0.05 MCERTS 0.70 < 0.05 11 0.72 Benzo(k)fluoranthene mg/kg 0.05 MCERTS 0.35 < 0.05 4.6 0.28 Benzo(a)pyrene mg/kg 0.05 MCERTS 0.58 < 0.05 9.6 0.63 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS 0.41 < 0.05 5.3 0.33 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 1.0 < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS 0.48 < 0.05 5.3 0.38
Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS 5.58 < 0.80 159 8.10
Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS 5.7 5.7 6.9 5.5 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 < 0.2 < 0.2 < 0.2 Chromium (aqua regia extractable) mg/kg 1 MCERTS 8.1 14 12 6.9 Copper (aqua regia extractable) mg/kg 1 MCERTS 9.3 6.9 11 7.0 Lead (aqua regia extractable) mg/kg 1 MCERTS 59 11 83 21 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 < 0.3 0.8 < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS 6.4 9.7 7.3 4.9 Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS 45 25 51 20
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 8 Analytical Report Number: 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd
Lab Sample Number 926034 926035 926036 926037 Sample Reference BH4C BH4 BH5 BH5 Sample Number None Supplied None Supplied None Supplied None Supplied Depth (m) 0.60 0.80 0.30 0.50 Date Sampled 09/03/2018 09/03/2018 09/03/2018 09/03/2018 Time Taken None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Monoaromatics Benzene ug/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 Toluene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 Ethylbenzene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 p & m-xylene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 o-xylene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0
Petroleum Hydrocarbons
TPH C10 - C40 mg/kg 10 MCERTS < 10 < 10 390 28
TPH (C8 - C10) mg/kg 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 TPH (C10 - C12) mg/kg 2 MCERTS < 2.0 < 2.0 < 2.0 < 2.0 TPH (C12 - C16) mg/kg 4 MCERTS < 4.0 < 4.0 25 < 4.0 TPH (C16 - C21) mg/kg 1 MCERTS < 1.0 < 1.0 160 6.5 TPH (C21 - C35) mg/kg 1 MCERTS < 1.0 < 1.0 170 21
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 8 Analytical Report Number: 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd
Lab Sample Number 926034 926035 926036 926037 Sample Reference BH4C BH4 BH5 BH5 Sample Number None Supplied None Supplied None Supplied None Supplied Depth (m) 0.60 0.80 0.30 0.50 Date Sampled 09/03/2018 09/03/2018 09/03/2018 09/03/2018 Time Taken None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
VOCs Chloromethane µg/kg 1 ISO 17025 - - < 1.0 - Chloroethane µg/kg 1 NONE - - < 1.0 - Bromomethane µg/kg 1 ISO 17025 - - < 1.0 - Vinyl Chloride µg/kg 1 NONE - - < 1.0 - Trichlorofluoromethane µg/kg 1 NONE - - < 1.0 - 1,1-Dichloroethene µg/kg 1 NONE - - < 1.0 - 1,1,2-Trichloro 1,2,2-Trifluoroethane µg/kg 1 ISO 17025 - - < 1.0 - Cis-1,2-dichloroethene µg/kg 1 MCERTS - - < 1.0 - MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS - - < 1.0 - 1,1-Dichloroethane µg/kg 1 MCERTS - - < 1.0 - 2,2-Dichloropropane µg/kg 1 MCERTS - - < 1.0 - Trichloromethane µg/kg 1 MCERTS - - < 1.0 - 1,1,1-Trichloroethane µg/kg 1 MCERTS - - < 1.0 - 1,2-Dichloroethane µg/kg 1 MCERTS - - < 1.0 - 1,1-Dichloropropene µg/kg 1 MCERTS - - < 1.0 - Trans-1,2-dichloroethene µg/kg 1 NONE - - < 1.0 - Benzene µg/kg 1 MCERTS - - < 1.0 - Tetrachloromethane µg/kg 1 MCERTS - - < 1.0 - 1,2-Dichloropropane µg/kg 1 MCERTS - - < 1.0 - Trichloroethene µg/kg 1 MCERTS - - < 1.0 - Dibromomethane µg/kg 1 MCERTS - - < 1.0 - Bromodichloromethane µg/kg 1 MCERTS - - < 1.0 - Cis-1,3-dichloropropene µg/kg 1 ISO 17025 - - < 1.0 - Trans-1,3-dichloropropene µg/kg 1 ISO 17025 - - < 1.0 - Toluene µg/kg 1 MCERTS - - < 1.0 - 1,1,2-Trichloroethane µg/kg 1 MCERTS - - < 1.0 - 1,3-Dichloropropane µg/kg 1 ISO 17025 - - < 1.0 - Dibromochloromethane µg/kg 1 ISO 17025 - - < 1.0 - Tetrachloroethene µg/kg 1 NONE - - < 1.0 - 1,2-Dibromoethane µg/kg 1 ISO 17025 - - < 1.0 - Chlorobenzene µg/kg 1 MCERTS - - < 1.0 - 1,1,1,2-Tetrachloroethane µg/kg 1 MCERTS - - < 1.0 - Ethylbenzene µg/kg 1 MCERTS - - < 1.0 - p & m-Xylene µg/kg 1 MCERTS - - < 1.0 - Styrene µg/kg 1 MCERTS - - < 1.0 - Tribromomethane µg/kg 1 NONE - - < 1.0 - o-Xylene µg/kg 1 MCERTS - - < 1.0 - 1,1,2,2-Tetrachloroethane µg/kg 1 MCERTS - - < 1.0 - Isopropylbenzene µg/kg 1 MCERTS - - < 1.0 - Bromobenzene µg/kg 1 MCERTS - - < 1.0 - n-Propylbenzene µg/kg 1 ISO 17025 - - < 1.0 - 2-Chlorotoluene µg/kg 1 MCERTS - - < 1.0 - 4-Chlorotoluene µg/kg 1 MCERTS - - < 1.0 - 1,3,5-Trimethylbenzene µg/kg 1 ISO 17025 - - < 1.0 - tert-Butylbenzene µg/kg 1 MCERTS - - < 1.0 - 1,2,4-Trimethylbenzene µg/kg 1 ISO 17025 - - < 1.0 - sec-Butylbenzene µg/kg 1 MCERTS - - < 1.0 - 1,3-Dichlorobenzene µg/kg 1 ISO 17025 - - < 1.0 - p-Isopropyltoluene µg/kg 1 ISO 17025 - - < 1.0 - 1,2-Dichlorobenzene µg/kg 1 MCERTS - - < 1.0 - 1,4-Dichlorobenzene µg/kg 1 MCERTS - - < 1.0 - Butylbenzene µg/kg 1 MCERTS - - < 1.0 - 1,2-Dibromo-3-chloropropane µg/kg 1 ISO 17025 - - < 1.0 - 1,2,4-Trichlorobenzene µg/kg 1 MCERTS - - < 1.0 - Hexachlorobutadiene µg/kg 1 MCERTS - - < 1.0 - 1,2,3-Trichlorobenzene µg/kg 1 ISO 17025 - - < 1.0 -
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 8 Analytical Report Number: 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd
Lab Sample Number 926034 926035 926036 926037 Sample Reference BH4C BH4 BH5 BH5 Sample Number None Supplied None Supplied None Supplied None Supplied Depth (m) 0.60 0.80 0.30 0.50 Date Sampled 09/03/2018 09/03/2018 09/03/2018 09/03/2018 Time Taken None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
SVOCs Aniline mg/kg 0.1 NONE - - < 0.1 - Phenol mg/kg 0.2 ISO 17025 - - < 0.2 - 2-Chlorophenol mg/kg 0.1 MCERTS - - < 0.1 - Bis(2-chloroethyl)ether mg/kg 0.2 MCERTS - - < 0.2 - 1,3-Dichlorobenzene mg/kg 0.2 MCERTS - - < 0.2 - 1,2-Dichlorobenzene mg/kg 0.1 MCERTS - - < 0.1 - 1,4-Dichlorobenzene mg/kg 0.2 MCERTS - - < 0.2 - Bis(2-chloroisopropyl)ether mg/kg 0.1 MCERTS - - < 0.1 - 2-Methylphenol mg/kg 0.3 MCERTS - - < 0.3 - Hexachloroethane mg/kg 0.05 MCERTS - - < 0.05 - Nitrobenzene mg/kg 0.3 MCERTS - - < 0.3 - 4-Methylphenol mg/kg 0.2 NONE - - < 0.2 - Isophorone mg/kg 0.2 MCERTS - - < 0.2 - 2-Nitrophenol mg/kg 0.3 MCERTS - - < 0.3 - 2,4-Dimethylphenol mg/kg 0.3 MCERTS - - < 0.3 - Bis(2-chloroethoxy)methane mg/kg 0.3 MCERTS - - < 0.3 - 1,2,4-Trichlorobenzene mg/kg 0.3 MCERTS - - < 0.3 - Naphthalene mg/kg 0.05 MCERTS - - < 0.05 - 2,4-Dichlorophenol mg/kg 0.3 MCERTS - - < 0.3 - 4-Chloroaniline mg/kg 0.1 NONE - - < 0.1 - Hexachlorobutadiene mg/kg 0.1 MCERTS - - < 0.1 - 4-Chloro-3-methylphenol mg/kg 0.1 NONE - - < 0.1 - 2,4,6-Trichlorophenol mg/kg 0.1 MCERTS - - < 0.1 - 2,4,5-Trichlorophenol mg/kg 0.2 MCERTS - - < 0.2 - 2-Methylnaphthalene mg/kg 0.1 NONE - - < 0.1 - 2-Chloronaphthalene mg/kg 0.1 MCERTS - - < 0.1 - Dimethylphthalate mg/kg 0.1 MCERTS - - < 0.1 - 2,6-Dinitrotoluene mg/kg 0.1 MCERTS - - < 0.1 - Acenaphthylene mg/kg 0.05 MCERTS - - 0.24 - Acenaphthene mg/kg 0.05 MCERTS - - 2.7 - 2,4-Dinitrotoluene mg/kg 0.2 MCERTS - - < 0.2 - Dibenzofuran mg/kg 0.2 MCERTS - - 1.4 - 4-Chlorophenyl phenyl ether mg/kg 0.3 ISO 17025 - - < 0.3 - Diethyl phthalate mg/kg 0.2 MCERTS - - < 0.2 - 4-Nitroaniline mg/kg 0.2 MCERTS - - < 0.2 - Fluorene mg/kg 0.05 MCERTS - - 2.7 - Azobenzene mg/kg 0.3 MCERTS - - < 0.3 - Bromophenyl phenyl ether mg/kg 0.2 MCERTS - - < 0.2 - Hexachlorobenzene mg/kg 0.3 MCERTS - - < 0.3 - Phenanthrene mg/kg 0.05 MCERTS - - 24 - Anthracene mg/kg 0.05 MCERTS - - 24 - Carbazole mg/kg 0.3 MCERTS - - 2.4 - Dibutyl phthalate mg/kg 0.2 MCERTS - - < 0.2 - Anthraquinone mg/kg 0.3 MCERTS - - 1.1 - Fluoranthene mg/kg 0.05 MCERTS - - 28 - Pyrene mg/kg 0.05 MCERTS - - 20 - Butyl benzyl phthalate mg/kg 0.3 ISO 17025 - - < 0.3 - Benzo(a)anthracene mg/kg 0.05 MCERTS - - 12 - Chrysene mg/kg 0.05 MCERTS - - 9.2 - Benzo(b)fluoranthene mg/kg 0.05 MCERTS - - 11 - Benzo(k)fluoranthene mg/kg 0.05 MCERTS - - 4.6 - Benzo(a)pyrene mg/kg 0.05 MCERTS - - 9.6 - Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS - - 5.3 - Dibenz(a,h)anthracene mg/kg 0.05 MCERTS - - 1.0 - Benzo(ghi)perylene mg/kg 0.05 MCERTS - - 5.3 -
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 8 Analytical Report Number : 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd
* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.
Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.
Lab Sample Sample Sample Depth (m) Sample Description * Number Reference Number
926034 BH4C None Supplied 0.60 Brown loam and clay with gravel and vegetation. 926035 BH4 None Supplied 0.80 Brown clay and sand with gravel. 926036 BH5 None Supplied 0.30 Brown loam and sand with gravel and vegetation. 926037 BH5 None Supplied 0.50 Brown loam and clay with gravel and vegetation.
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 8 Analytical Report Number : 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Asbestos identification in soil Asbestos Identification with the use of polarised In house method based on HSG 248 A001-PL D ISO 17025 light microscopy in conjunction with disperion staining techniques.
BTEX and MTBE in soil Determination of BTEX in soil by headspace GC- In-house method based on USEPA8260 L073B-PL W MCERTS (Monoaromatics) MS.
Chloride, water soluble, in soil Determination of Chloride colorimetrically by In-house method based on BS1377 Part 3, L082-PL D MCERTS discrete analyser. 1990, Chemical and Electrochemical Tests. 2:1 extraction.
Metals in soil by ICP-OES Determination of metals in soil by aqua-regia In-house method based on MEWAM 2006 L038-PL D MCERTS digestion followed by ICP-OES. Methods for the Determination of Metals in Soil.
Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests
Monohydric phenols in soil Determination of phenols in soil by extraction with In-house method based on Examination of L080-PL W MCERTS sodium hydroxide followed by distillation followed Water and Wastewater 20th Edition: by colorimetry. Clesceri, Greenberg & Eaton (skalar) pH in soil (automated) Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L099-PL D MCERTS followed by automated electrometric 1990, Chemical and Electrochemical Tests measurement.
Semi-volatile organic compounds in Determination of semi-volatile organic compounds In-house method based on USEPA 8270 L064-PL D MCERTS soil in soil by extraction in dichloromethane and hexane followed by GC-MS.
Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270 L064-PL D MCERTS extraction in dichloromethane and hexane followed by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.
Sulphate, water soluble, in soil (16hr Determination of water soluble sulphate by ICP- In-house method based on BS1377 Part 3, L038-PL D MCERTS extraction) OES. Results reported directly (leachate 1990, Chemical and Electrochemical Tests, equivalent) and corrected for extraction ratio (soil 2:1 water:soil extraction, analysis by ICP- equivalent). OES. Sulphide in soil Determination of sulphide in soil by acidification In-house method L010-PL D MCERTS and heating to liberate hydrogen sulphide, trapped in an alkaline solution then assayed by ion selective electrode. Total cyanide in soil Determination of total cyanide by distillation In-house method based on Examination of L080-PL W MCERTS followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (Skalar)
Total organic carbon (Automated) in Determination of organic matter in soil by oxidising In-house method based on BS1377 Part 3, L009-PL D MCERTS soil with potassium dichromate followed by titration 1990, Chemical and Electrochemical Tests"" with iron (II) sulphate.
Total sulphate (as SO4 in soil) Determination of total sulphate in soil by extraction In-house method based on BS1377 Part 3, L038-PL D MCERTS with 10% HCl followed by ICP-OES. 1990, Chemical and Electrochemical Tests
TPH Banding in Soil by FID Determination of hexane extractable hydrocarbons In-house method, TPH with carbon L076-PL W MCERTS in soil by GC-FID. banding.
TPH in (Soil) Determination of TPH bands by HS-GC-MS/GC-FID In-house method, TPH with carbon L076-PL D MCERTS banding.
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 7 of 8 Analytical Report Number : 18-79167 Project / Site name: Ford, Wokingham - 245 Finchampstead Rd Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Volatile organic compounds in soil Determination of volatile organic compounds in soil In-house method based on USEPA8260 L073B-PL W MCERTS by headspace GC-MS.
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 18-79167-1 Ford, Wokingham - 245 Finchampstead Rd J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 8 of 8 Iss No 18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 6 Analytical Report Number: 18-76814 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40
Your Order No: J18007 Lab Sample Number 912831 912834 912837 Sample Reference 1A+1B+1C 2A+2B+2C 3A+3B+3C Sample Number None Supplied None Supplied None Supplied Depth (m) 1.20 1.20 1.20 Date Sampled 20/02/2018 20/02/2018 20/02/2018 Time Taken 1200 1230 1300 Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
General Inorganics pH pH Units N/A ISO 17025 7.0 6.9 6.7 Electrical Conductivity at 20 °C µS/cm 10 ISO 17025 600 580 720 Sulphate as SO4 µg/l 45 ISO 17025 9800 5030 49600
Sulphate as SO4 mg/l 0.045 ISO 17025 9.8 5.0 49.6 Sulphide µg/l 5 NONE < 5.0 < 5.0 < 5.0 Chloride mg/l 0.15 ISO 17025 25 18 25 Ammonia as NH3 µg/l 15 ISO 17025 1100 1500 550 Total Organic Carbon (TOC) mg/l 0.1 ISO 17025 33.7 21.6 12.7 Nitrate as N mg/l 0.01 ISO 17025 0.04 0.02 0.04 Nitrate as NO3 mg/l 0.05 ISO 17025 0.16 0.11 0.16
Total Phenols Total Phenols (monohydric) µg/l 10 ISO 17025 < 10 17 < 10
Speciated PAHs Naphthalene µg/l 0.01 ISO 17025 < 0.01 115 < 0.01 Acenaphthylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Acenaphthene µg/l 0.01 ISO 17025 < 0.01 1.05 < 0.01 Fluorene µg/l 0.01 ISO 17025 < 0.01 0.82 < 0.01 Phenanthrene µg/l 0.01 ISO 17025 < 0.01 0.53 < 0.01 Anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(a)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Chrysene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(b)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(k)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(a)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Indeno(1,2,3-cd)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Dibenz(a,h)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(ghi)perylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01
Total PAH Total EPA-16 PAHs µg/l 0.16 ISO 17025 < 0.16 118 < 0.16
Heavy Metals / Metalloids Arsenic (dissolved) µg/l 0.15 ISO 17025 6.04 2.59 1.91 Cadmium (dissolved) µg/l 0.02 ISO 17025 0.10 < 0.02 0.10 Chromium (dissolved) µg/l 0.2 ISO 17025 0.6 0.3 < 0.2 Lead (dissolved) µg/l 0.2 ISO 17025 1.4 1.7 < 0.2 Mercury (dissolved) µg/l 0.05 ISO 17025 0.07 < 0.05 0.05 Nickel (dissolved) µg/l 0.5 ISO 17025 32 5.9 7.4
Iss No 18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 6 Analytical Report Number: 18-76814 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40
Your Order No: J18007 Lab Sample Number 912831 912834 912837 Sample Reference 1A+1B+1C 2A+2B+2C 3A+3B+3C Sample Number None Supplied None Supplied None Supplied Depth (m) 1.20 1.20 1.20 Date Sampled 20/02/2018 20/02/2018 20/02/2018 Time Taken 1200 1230 1300 Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
Petroleum Hydrocarbons
TPH-CWG - Aliphatic >C10 - C12 µg/l 10 NONE < 10 < 10 < 10 TPH-CWG - Aliphatic >C12 - C16 µg/l 10 NONE < 10 < 10 < 10 TPH-CWG - Aliphatic >C16 - C21 µg/l 10 NONE < 10 < 10 < 10 TPH-CWG - Aliphatic >C21 - C35 µg/l 10 NONE < 10 < 10 < 10
TPH-CWG - Aromatic >C10 - C12 µg/l 10 NONE < 10 2200 < 10 TPH-CWG - Aromatic >C12 - C16 µg/l 10 NONE < 10 27 < 10 TPH-CWG - Aromatic >C16 - C21 µg/l 10 NONE < 10 < 10 < 10 TPH-CWG - Aromatic >C21 - C35 µg/l 10 NONE < 10 < 10 < 10
TPH (C10 - C12) µg/l 10 NONE < 10 2200 < 10 TPH (C12 - C16) µg/l 10 NONE < 10 27 < 10 TPH (C16 - C21) µg/l 10 NONE < 10 < 10 < 10 TPH (C21 - C35) µg/l 10 NONE < 10 < 10 < 10
Iss No 18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 6 Analytical Report Number: 18-76814 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40
Your Order No: J18007 Lab Sample Number 912831 912834 912837 Sample Reference 1A+1B+1C 2A+2B+2C 3A+3B+3C Sample Number None Supplied None Supplied None Supplied Depth (m) 1.20 1.20 1.20 Date Sampled 20/02/2018 20/02/2018 20/02/2018 Time Taken 1200 1230 1300 Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
SVOCs Aniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Phenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Chlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroethyl)ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,3-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,2-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,4-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroisopropyl)ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachloroethane µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Nitrobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Isophorone µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Nitrophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4-Dimethylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroethoxy)methane µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,2,4-Trichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Naphthalene µg/l 0.01 ISO 17025 < 0.01 120 < 0.01 2,4-Dichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Chloroaniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachlorobutadiene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Chloro-3-methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4,6-Trichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4,5-Trichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Methylnaphthalene µg/l 0.05 NONE < 0.05 16 < 0.05 2-Chloronaphthalene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Dimethylphthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,6-Dinitrotoluene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Acenaphthylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Acenaphthene µg/l 0.01 ISO 17025 < 0.01 1.1 < 0.01 2,4-Dinitrotoluene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Dibenzofuran µg/l 0.05 NONE < 0.05 0.40 < 0.05 4-Chlorophenyl phenyl ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Diethyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Nitroaniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Fluorene µg/l 0.01 ISO 17025 < 0.01 0.82 < 0.01 Azobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bromophenyl phenyl ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Phenanthrene µg/l 0.01 ISO 17025 < 0.01 0.53 < 0.01 Anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Carbazole µg/l 0.05 NONE < 0.05 3.1 < 0.05 Dibutyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Anthraquinone µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Butyl benzyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Benzo(a)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Chrysene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(b)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(k)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(a)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Indeno(1,2,3-cd)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Dibenz(a,h)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(ghi)perylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01
U/S = Unsuitable Sample I/S = Insufficient Sample
Iss No 18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 6 Analytical Report Number : 18-76814 Project / Site name: Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Ammonia as NH3 in water Determination of Ammonium/Ammonia/ In-house method based on Examination of L082-PL W ISO 17025 Ammoniacal Nitrogen by the colorimetric Water and Wastewater 20th Edition: salicylate/nitroprusside method. Accredited Clesceri, Greenberg & Eaton matrices SW, GW, PW. Chloride in water Determination of Chloride colorimetrically by In house based on MEWAM Method ISBN L082-PL W ISO 17025 discrete analyser. 0117516260. Accredited matrices: SW, PW, GW.
Electrical conductivity at 20oC of Determination of electrical conductivity in water by In-house method L031-PL W ISO 17025 water electrometric measurement. Accredited Matrices SW, GW, PW
Metals in water by ICP-MS (dissolved) Determination of metals in water by acidification In-house method based on USEPA Method L012-PL W ISO 17025 followed by ICP-MS. Accredited Matrices: SW, GW, 6020 & 200.8 "for the determination of PW except B=SW,GW, Hg=SW,PW, Al=SW,PW. trace elements in water by ICP-MS.
Monohydric phenols in water Determination of phenols in water by continuous In-house method based on Examination of L080-PL W ISO 17025 flow analyser. Accredited matrices: SW PW GW Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (skalar)
Nitrate as N in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW. Method PN-82/C-04579.08,
Nitrate in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW Method PN-82/C-04579.08, pH at 20oC in water (automated) Determination of pH in water by electrometric In-house method based on BS1377 Part 3, L099-PL W ISO 17025 measurement. Accredited matrices: SW PW GW 1990, Chemical and Electrochemical Tests
Semi-volatile organic compounds in Determination of semi-volatile organic compounds In-house method based on USEPA 8270 L102B-PL W NONE water in leachate by extraction in dichloromethane followed by GC-MS.
Speciated EPA-16 PAHs in water Determination of PAH compounds in water by In-house method based on USEPA 8270 L102B-PL W ISO 17025 extraction in dichloromethane followed by GC-MS with the use of surrogate and internal standards. Accredited matrices: SW PW GW Sulphate in water Determination of sulphate in water by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 followed by ICP-OES. Accredited matrices: SW Methods for the Determination of Metals in PW GW, PrW. Soil.
Sulphide in water Determination of sulphide in water by ion selective In-house method L029-PL W NONE electrode.
Total organic carbon in water Determination of dissolved organic carbon in water In-house method based on Examination of L037-PL W ISO 17025 by TOC/DOC NDIR analyser. Accredited matrices: Water and Wastewater 20th Edition: SW PW GW. Clesceri, Greenberg & Eaton
TPH in (Water) Determination of TPH bands by HS-GC-MS/GC-FID In-house method, TPH with carbon L070-PL W NONE banding.
TPHCWG (Waters) Determination of dichloromethane extractable In-house method L070-PL W NONE hydrocarbons in water by GC-MS, speciation by interpretation.
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 6 Sample Deviation Report
Sample ID Other_ID Sample Type Job Sample Number Sample Deviation Code test_name test_ref Test Deviation code 1A+1B+1C W 18-76814 912831 d Ammonia as NH3 in water L082-PL d 1A+1B+1C W 18-76814 912831 d Ammoniacal Nitrogen as N in water L082-PL d 1A+1B+1C W 18-76814 912831 d Sulphide in water L029-PL d 1A+1B+1C W 18-76814 912831 d TPH in (Water) L070-PL d 1A+1B+1C W 18-76814 912831 d TPHCWG (Waters) L070-PL d 1B W 18-76814 912832 b 1C W 18-76814 912833 b 2A+2B+2C W 18-76814 912834 d Ammonia as NH3 in water L082-PL d 2A+2B+2C W 18-76814 912834 d Ammoniacal Nitrogen as N in water L082-PL d 2A+2B+2C W 18-76814 912834 d Sulphide in water L029-PL d 2A+2B+2C W 18-76814 912834 d TPH in (Water) L070-PL d 2A+2B+2C W 18-76814 912834 d TPHCWG (Waters) L070-PL d 2B W 18-76814 912835 b 2C W 18-76814 912836 b 3A+3B+3C W 18-76814 912837 d Ammonia as NH3 in water L082-PL d 3A+3B+3C W 18-76814 912837 d Ammoniacal Nitrogen as N in water L082-PL d 3A+3B+3C W 18-76814 912837 d Sulphide in water L029-PL d 3A+3B+3C W 18-76814 912837 d TPH in (Water) L070-PL d 3A+3B+3C W 18-76814 912837 d TPHCWG (Waters) L070-PL d 3B W 18-76814 912838 b 3C W 18-76814 912839 b
Key: a - No sampling date b - Incorrect container Iss No:18-76814-1 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 J18007 c - Holding time d - Headspace e - Temperature Page 6 of 6 Susie Marley Geotechnical & Environmental Associates i2 Analytical Ltd. Widbury Barn 7 Woodshots Meadow, Widbury Hill Croxley Green Ware Business Park, Hertfordshire Watford, SG127QE Herts, WD18 8YS
t: 01923 225404 f: 01923 237404 e: [email protected] e: [email protected]
Analytical Report Number : 18-81748
Project / Site name: Ford, Wokingham (245 Finchampstead Samples received on: 11/04/2018 Rd)
Your job number: J18007 Samples instructed on: 11/04/2018
Your order number: Analysis completed by: 18/04/2018
Report Issue Number: 1 Report issued on: 18/04/2018
Samples Analysed: 3 water samples
Signed:
Jordan Hill Reporting Manager For & on behalf of i2 Analytical Ltd.
Standard Geotechnical, Asbestos and Chemical Testing Laboratory located at: ul. Pionierów 39, 41 -711 Ruda Śląska, Poland.
Accredited tests are defined within the report, opinions and interpretations expressed herein are outside the scope of accreditation.
Standard sample disposal times, unless otherwise agreed with the laboratory, are : soils - 4 weeks from reporting leachates - 2 weeks from reporting waters - 2 weeks from reporting asbestos - 6 months from reporting Excel copies of reports are only valid when accompanied by this PDF certificate.
Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 6 Analytical Report Number: 18-81748 Project / Site name: Ford, Wokingham (245 Finchampstead Rd)
Lab Sample Number 940710 940711 940712 Sample Reference BH2 BH4C BH5 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.75 0.55 0.75 Date Sampled 11/04/2018 11/04/2018 11/04/2018 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
General Inorganics pH pH Units N/A ISO 17025 6.8 7.2 6.7 Electrical Conductivity at 20 °C µS/cm 10 ISO 17025 840 1100 1100 Sulphate as SO4 µg/l 45 ISO 17025 2470 19500 33200
Sulphate as SO4 mg/l 0.045 ISO 17025 2.5 19.5 33.2 Sulphide µg/l 5 NONE < 5.0 < 5.0 < 5.0 Chloride mg/l 0.15 ISO 17025 110 170 160 Ammonia as NH3 µg/l 15 ISO 17025 4300 890 1800 Total Organic Carbon (TOC) mg/l 0.1 ISO 17025 28.8 7.06 17.2 Nitrate as N mg/l 0.01 ISO 17025 0.06 0.68 0.08 Nitrate as NO3 mg/l 0.05 ISO 17025 0.27 3.02 0.37
Total Phenols Total Phenols (monohydric) µg/l 10 ISO 17025 14 < 10 < 10
Speciated PAHs Naphthalene µg/l 0.01 ISO 17025 107 < 0.01 < 0.01 Acenaphthylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Acenaphthene µg/l 0.01 ISO 17025 1.79 < 0.01 < 0.01 Fluorene µg/l 0.01 ISO 17025 1.54 < 0.01 < 0.01 Phenanthrene µg/l 0.01 ISO 17025 0.91 < 0.01 < 0.01 Anthracene µg/l 0.01 ISO 17025 0.14 < 0.01 < 0.01 Fluoranthene µg/l 0.01 ISO 17025 0.19 < 0.01 < 0.01 Pyrene µg/l 0.01 ISO 17025 0.15 < 0.01 < 0.01 Benzo(a)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Chrysene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(b)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(k)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(a)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Indeno(1,2,3-cd)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Dibenz(a,h)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(ghi)perylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01
Total PAH Total EPA-16 PAHs µg/l 0.16 ISO 17025 112 < 0.16 < 0.16
Heavy Metals / Metalloids Arsenic (dissolved) µg/l 0.15 ISO 17025 1.68 0.87 2.25 Cadmium (dissolved) µg/l 0.02 ISO 17025 < 0.02 0.03 0.05 Chromium (dissolved) µg/l 0.2 ISO 17025 < 0.2 0.3 < 0.2 Lead (dissolved) µg/l 0.2 ISO 17025 1.9 0.2 < 0.2 Mercury (dissolved) µg/l 0.05 ISO 17025 < 0.05 < 0.05 < 0.05 Nickel (dissolved) µg/l 0.5 ISO 17025 7.9 4.2 13
Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 6 Analytical Report Number: 18-81748 Project / Site name: Ford, Wokingham (245 Finchampstead Rd)
Lab Sample Number 940710 940711 940712 Sample Reference BH2 BH4C BH5 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.75 0.55 0.75 Date Sampled 11/04/2018 11/04/2018 11/04/2018 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
Monoaromatics Benzene µg/l 1 ISO 17025 64.0 < 1.0 < 1.0 Toluene µg/l 1 ISO 17025 40.2 < 1.0 < 1.0 Ethylbenzene µg/l 1 ISO 17025 1070 < 1.0 < 1.0 p & m-xylene µg/l 1 ISO 17025 638 < 1.0 < 1.0 o-xylene µg/l 1 ISO 17025 104 < 1.0 < 1.0 MTBE (Methyl Tertiary Butyl Ether) µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0
Petroleum Hydrocarbons
TPH (C8 - C10) µg/l 10 ISO 17025 3400 < 10 < 10 TPH (C10 - C12) µg/l 10 NONE 1200 < 10 < 10 TPH (C12 - C16) µg/l 10 NONE 96 < 10 < 10 TPH (C16 - C21) µg/l 10 NONE < 10 < 10 < 10 TPH (C21 - C35) µg/l 10 NONE < 10 < 10 < 10 TPH Total C8 - C40 µg/l 10 NONE 4800 < 10 < 10
Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 6 Analytical Report Number: 18-81748 Project / Site name: Ford, Wokingham (245 Finchampstead Rd)
Lab Sample Number 940710 940711 940712 Sample Reference BH2 BH4C BH5 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.75 0.55 0.75 Date Sampled 11/04/2018 11/04/2018 11/04/2018 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
VOCs Chloromethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Chloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Bromomethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Vinyl Chloride µg/l 1 NONE < 1.0 < 1.0 < 1.0 Trichlorofluoromethane µg/l 1 NONE < 1.0 < 1.0 < 1.0 1,1-Dichloroethene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,1,2-Trichloro-1,2,2-trifluoroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Cis-1,2-dichloroethene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 MTBE (Methyl Tertiary Butyl Ether) µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,1-Dichloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 2,2-Dichloropropane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Trichloromethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,1,1-Trichloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2-Dichloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,1-Dichloropropene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Trans-1,2-dichloroethene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Benzene µg/l 1 ISO 17025 64.0 < 1.0 < 1.0 Tetrachloromethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2-Dichloropropane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Trichloroethene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Dibromomethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Bromodichloromethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Cis-1,3-dichloropropene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Trans-1,3-dichloropropene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Toluene µg/l 1 ISO 17025 40.2 < 1.0 < 1.0 1,1,2-Trichloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,3-Dichloropropane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Dibromochloromethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Tetrachloroethene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2-Dibromoethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Chlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,1,1,2-Tetrachloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Ethylbenzene µg/l 1 ISO 17025 1070 < 1.0 < 1.0 p & m-Xylene µg/l 1 ISO 17025 638 < 1.0 < 1.0 Styrene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Tribromomethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 o-Xylene µg/l 1 ISO 17025 104 < 1.0 < 1.0 1,1,2,2-Tetrachloroethane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Isopropylbenzene µg/l 1 ISO 17025 80.4 < 1.0 < 1.0 Bromobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 n-Propylbenzene µg/l 1 ISO 17025 212 < 1.0 < 1.0 2-Chlorotoluene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 4-Chlorotoluene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,3,5-Trimethylbenzene µg/l 1 ISO 17025 39.1 < 1.0 < 1.0 tert-Butylbenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2,4-Trimethylbenzene µg/l 1 ISO 17025 1250 < 1.0 < 1.0 sec-Butylbenzene µg/l 1 ISO 17025 6.4 < 1.0 < 1.0 1,3-Dichlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 p-Isopropyltoluene µg/l 1 ISO 17025 5.0 < 1.0 < 1.0 1,2-Dichlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,4-Dichlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Butylbenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2-Dibromo-3-chloropropane µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2,4-Trichlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 Hexachlorobutadiene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0 1,2,3-Trichlorobenzene µg/l 1 ISO 17025 < 1.0 < 1.0 < 1.0
Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 6 Analytical Report Number: 18-81748 Project / Site name: Ford, Wokingham (245 Finchampstead Rd)
Lab Sample Number 940710 940711 940712 Sample Reference BH2 BH4C BH5 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.75 0.55 0.75 Date Sampled 11/04/2018 11/04/2018 11/04/2018 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
SVOCs Aniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Phenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Chlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroethyl)ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,3-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,2-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,4-Dichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroisopropyl)ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachloroethane µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Nitrobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Isophorone µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Nitrophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4-Dimethylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bis(2-chloroethoxy)methane µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 1,2,4-Trichlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Naphthalene µg/l 0.01 ISO 17025 110 < 0.01 < 0.01 2,4-Dichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Chloroaniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachlorobutadiene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Chloro-3-methylphenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4,6-Trichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,4,5-Trichlorophenol µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2-Methylnaphthalene µg/l 0.05 NONE 20 < 0.05 < 0.05 2-Chloronaphthalene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Dimethylphthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 2,6-Dinitrotoluene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Acenaphthylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Acenaphthene µg/l 0.01 ISO 17025 1.8 < 0.01 < 0.01 2,4-Dinitrotoluene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Dibenzofuran µg/l 0.05 NONE 0.80 < 0.05 < 0.05 4-Chlorophenyl phenyl ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Diethyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 4-Nitroaniline µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Fluorene µg/l 0.01 ISO 17025 1.5 < 0.01 < 0.01 Azobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Bromophenyl phenyl ether µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Hexachlorobenzene µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Phenanthrene µg/l 0.01 ISO 17025 0.91 < 0.01 < 0.01 Anthracene µg/l 0.01 ISO 17025 0.14 < 0.01 < 0.01 Carbazole µg/l 0.05 NONE 3.4 < 0.05 < 0.05 Dibutyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Anthraquinone µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Fluoranthene µg/l 0.01 ISO 17025 0.19 < 0.01 < 0.01 Pyrene µg/l 0.01 ISO 17025 0.15 < 0.01 < 0.01 Butyl benzyl phthalate µg/l 0.05 NONE < 0.05 < 0.05 < 0.05 Benzo(a)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Chrysene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(b)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(k)fluoranthene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(a)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Indeno(1,2,3-cd)pyrene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Dibenz(a,h)anthracene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01 Benzo(ghi)perylene µg/l 0.01 ISO 17025 < 0.01 < 0.01 < 0.01
U/S = Unsuitable Sample I/S = Insufficient Sample
Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 6 Analytical Report Number : 18-81748 Project / Site name: Ford, Wokingham (245 Finchampstead Rd) Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Ammonia as NH3 in water Determination of Ammonium/Ammonia/ In-house method based on Examination of L082-PL W ISO 17025 Ammoniacal Nitrogen by the colorimetric Water and Wastewater 20th Edition: salicylate/nitroprusside method. Accredited Clesceri, Greenberg & Eaton matrices SW, GW, PW. BTEX and MTBE in water Determination of BTEX and MTBE in water by In-house method based on USEPA8260 L073B-PL W ISO 17025 (Monoaromatics) headspace GC-MS. Accredited matrices: SW PW GW
Chloride in water Determination of Chloride colorimetrically by In house based on MEWAM Method ISBN L082-PL W ISO 17025 discrete analyser. 0117516260. Accredited matrices: SW, PW, GW.
Electrical conductivity at 20oC of Determination of electrical conductivity in water by In-house method L031-PL W ISO 17025 water electrometric measurement. Accredited Matrices SW, GW, PW
Metals in water by ICP-MS (dissolved) Determination of metals in water by acidification In-house method based on USEPA Method L012-PL W ISO 17025 followed by ICP-MS. Accredited Matrices: SW, GW, 6020 & 200.8 "for the determination of PW except B=SW,GW, Hg=SW,PW, Al=SW,PW. trace elements in water by ICP-MS.
Monohydric phenols in water Determination of phenols in water by continuous In-house method based on Examination of L080-PL W ISO 17025 flow analyser. Accredited matrices: SW PW GW Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (skalar)
Nitrate as N in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW. Method PN-82/C-04579.08,
Nitrate in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW Method PN-82/C-04579.08, pH at 20oC in water (automated) Determination of pH in water by electrometric In-house method based on BS1377 Part 3, L099-PL W ISO 17025 measurement. Accredited matrices: SW PW GW 1990, Chemical and Electrochemical Tests
Semi-volatile organic compounds in Determination of semi-volatile organic compounds In-house method based on USEPA 8270 L102B-PL W NONE water in leachate by extraction in dichloromethane followed by GC-MS.
Speciated EPA-16 PAHs in water Determination of PAH compounds in water by In-house method based on USEPA 8270 L102B-PL W ISO 17025 extraction in dichloromethane followed by GC-MS with the use of surrogate and internal standards. Accredited matrices: SW PW GW Sulphate in water Determination of sulphate in water by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 followed by ICP-OES. Accredited matrices: SW Methods for the Determination of Metals in PW GW, PrW. Soil.
Sulphide in water Determination of sulphide in water by ion selective In-house method L029-PL W NONE electrode.
Total organic carbon in water Determination of dissolved organic carbon in water In-house method based on Examination of L037-PL W ISO 17025 by TOC/DOC NDIR analyser. Accredited matrices: Water and Wastewater 20th Edition: SW PW GW. Clesceri, Greenberg & Eaton
TPH in (Water) Determination of TPH bands by HS-GC-MS/GC-FID In-house method, TPH with carbon L070-PL W NONE banding.
Volatile organic compounds in water Determination of volatile organic compounds in In-house method based on USEPA8260 L073B-PL W ISO 17025 water by headspace GC-MS. Accredited matrices: SW PW GW
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC. Iss No 18-81748-1 Ford, Wokingham (245 Finchampstead Rd) J18007 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 6 Summary of Natural Moisture Content, Liquid Limit and Plastic Limit Results
Job No. Project Name Programme Samples received 25/01/2018 23978 Ford Used Vehicles, 245 Finchampstead Road, Wokingham Schedule received 29/01/2018 Project No. Client Project started 30/01/2018
J18007 GEA Testing Started 01/02/2018
Sample NMC Passing LL PL PI Hole No. Soil Description Remarks 425µm Ref Top Base Type m m % % % % % Brown, pale grey and orange mottled slightly gravelly sandy silty CLAY with BH1 - 0.90 1.00 D 26 97 39 17 22 traces of decaying roots (gravel is fm and sub-angular)
Yellowish brown and pale grey sandy BH3 - 1.40 1.50 D 17 100 36 14 22 silty CLAY
Test Methods: BS1377: Part 2: 1990: Checked and Natural Moisture Content : clause 3.2 Test Report by K4 SOILS LABORATORY Approved Atterberg Limits: clause 4.3 and 5.0 Unit 8 Olds Close Olds Approach Watford Herts WD18 9RU Initials J.P
Tel: 01923 711 288 Date: 13/02/2018 Email: [email protected] 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R1(b) Sulphate Content (Gravimetric Method) for 2:1 Soil: Water Extract and pH Value - Summary of Results Tested in accordance with BS1377 : Part 3 : 1990, clause 5.3 and clause 9
Job No. Project Name Programme Samples received 25/01/2018 23978 Ford Used Vehicles, 245 Finchampstead Road, Wokingham Schedule received 29/01/2018 Project No. Client Project started 30/01/2018
J18007 GEA Testing Started 09/02/2018
Sample Dry Mass SO3 SO4 passing Content Content Hole No. Ref Top Base Type Soil description 2mm pH Remarks
m m % g/l g/l
Orangish brown and bluish grey mottled sandy BH1 - 1.60 1.80 D 100 0.16 0.19 7.58 CLAY
Orangish brown and greenish grey sandy CLAY BH1 - 2.00 2.10 D 100 0.10 0.12 7.77 with pockets of brown sand
Grey slightly gravelly very clayey SAND (gravel BH3 - 0.80 0.90 D 96 0.12 0.14 7.92 is fm and sub-angular)
Test Report by K4 SOILS LABORATORY Checked and Unit 8 Olds Close Olds Approach Approved Watford Herts WD18 9RU Initials J.P Tel: 01923 711 288 Email: [email protected] Date: 13/02/2018 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R29 3.45
Job Ref 23978 PARTICLE SIZE DISTRIBUTION Borehole/Pit No. BH1
Site Name Ford Used Vehicles, 245 Finchampstead Road, Wokingham Sample No. -
Project No. J18007 Client GEA Depth Top 2.30 m
Depth Base 2.60 m
Soil Description Brown clayey SAND with numerous grey silty clay pockets Sample Type B Samples received 25/01/2018 Schedules received 29/01/2018 Test Method BS1377:Part 2: 1990, clause 9.0 Project started 30/01/2018 Date tested 12/02/2018
SILT SAND GRAVEL CLAY COBBLES BOULDERS Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse 100
90
80 æ m ö ç ÷ ç m ÷ è 1 ø 70
60
50
40
Percentage Passing % Passing Percentage 30
20
10
0 0.001 0.01 0.1 1 10 100 1000 Particle Size mm
Sieving Sedimentation Dry Mass of sample, g 886 Particle Size Particle Size % Passing % Passing mm mm 125 100 Sample Proportions % dry mass 90 100 Very coarse 0.0 75 100 Gravel 0.0 63 100 Sand 81.2 50 100 37.5 100 Fines <0.063mm 18.8 28 100 20 100 Grading Analysis 14 100 D100 mm 10 100 D60 mm 0.218 6.3 100 D30 mm 0.152 5 100 D10 mm 3.35 100 Uniformity Coefficient 2 100 Curvature Coefficient 1.18 100 0.6 100 Remarks 0.425 99 Preparation and testing in accordance with BS1377 unless noted below 0.3 94 0.212 57 0.15 29 0.063 19
Checked and Approved K4 Soils Laboratory Unit 8, Olds Close, Watford, Herts, WD18 9RU Initials: J.P Email: [email protected] Date: 13/02/2018 Tel: 01923 711288 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R3 3.45
Job Ref 23978 PARTICLE SIZE DISTRIBUTION Borehole/Pit No. BH1
Site Name Ford Used Vehicles, 245 Finchampstead Road, Wokingham Sample No. -
Project No. J18007 Client GEA Depth Top 4.00 m
Depth Base 4.50 m
Soil Description Dark grey and greenish grey very clayey SAND Sample Type B Samples received 25/01/2018 Schedules received 29/01/2018 Test Method BS1377:Part 2: 1990, clause 9.0 Project started 30/01/2018 Date tested 12/02/2018
SILT SAND GRAVEL CLAY COBBLES BOULDERS Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse 100
90
80 æ m ö ç ÷ ç m ÷ è 1 ø 70
60
50
40
Percentage Passing % Passing Percentage 30
20
10
0 0.001 0.01 0.1 1 10 100 1000 Particle Size mm
Sieving Sedimentation Dry Mass of sample, g 614 Particle Size Particle Size % Passing % Passing mm mm 125 100 Sample Proportions % dry mass 90 100 Very coarse 0.0 75 100 Gravel 0.0 63 100 Sand 73.8 50 100 37.5 100 Fines <0.063mm 26.2 28 100 20 100 Grading Analysis 14 100 D100 mm 10 100 D60 mm 0.212 6.3 100 D30 mm 0.0854 5 100 D10 mm 3.35 100 Uniformity Coefficient 2 100 Curvature Coefficient 1.18 100 0.6 99 Remarks 0.425 98 Preparation and testing in accordance with BS1377 unless noted below 0.3 90 0.212 60 0.15 37 0.063 26
Checked and Approved K4 Soils Laboratory Unit 8, Olds Close, Watford, Herts, WD18 9RU Initials: J.P Email: [email protected] Date: 13/02/2018 Tel: 01923 711288 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R3 3.45
Job Ref 23978 PARTICLE SIZE DISTRIBUTION Borehole/Pit No. BH3
Site Name Ford Used Vehicles, 245 Finchampstead Road, Wokingham Sample No. -
Project No. J18007 Client GEA Depth Top 2.00 m
Depth Base 2.40 m
Soil Description Brown SAND with occasional pockets of grey sandy clay Sample Type B Samples received 25/01/2018 Schedules received 29/01/2018 Test Method BS1377:Part 2: 1990, clause 9.0 Project started 30/01/2018 Date tested 12/02/2018
SILT SAND GRAVEL CLAY COBBLES BOULDERS Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse 100
90
80 æ m ö ç ÷ ç m ÷ è 1 ø 70
60
50
40
Percentage Passing % Passing Percentage 30
20
10
0 0.001 0.01 0.1 1 10 100 1000 Particle Size mm
Sieving Sedimentation Dry Mass of sample, g 1195 Particle Size Particle Size % Passing % Passing mm mm 125 100 Sample Proportions % dry mass 90 100 Very coarse 0.0 75 100 Gravel 0.0 63 100 Sand 92.2 50 100 37.5 100 Fines <0.063mm 7.8 28 100 20 100 Grading Analysis 14 100 D100 mm 10 100 D60 mm 0.24 6.3 100 D30 mm 0.165 5 100 D10 mm 0.0712 3.35 100 Uniformity Coefficient 3.4 2 100 Curvature Coefficient 1.6 1.18 100 0.6 100 Remarks 0.425 98 Preparation and testing in accordance with BS1377 unless noted below 0.3 83 0.212 47 0.15 23 0.063 8
Checked and Approved K4 Soils Laboratory Unit 8, Olds Close, Watford, Herts, WD18 9RU Initials: J.P Email: [email protected] Date: 13/02/2018 Tel: 01923 711288 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R3 3.45
Job Ref 23978 PARTICLE SIZE DISTRIBUTION Borehole/Pit No. BH3
Site Name Ford Used Vehicles, 245 Finchampstead Road, Wokingham Sample No. -
Project No. J18007 Client GEA Depth Top 3.20 m
Depth Base 3.60 m
Soil Description Orangish brown and brown clayey SAND Sample Type B Samples received 25/01/2018 Schedules received 29/01/2018 Test Method BS1377:Part 2: 1990, clause 9.0 Project started 30/01/2018 Date tested 12/02/2018
SILT SAND GRAVEL CLAY COBBLES BOULDERS Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse 100
90
80 æ m ö ç ÷ ç m ÷ è 1 ø 70
60
50
40
Percentage Passing % Passing Percentage 30
20
10
0 0.001 0.01 0.1 1 10 100 1000 Particle Size mm
Sieving Sedimentation Dry Mass of sample, g 885 Particle Size Particle Size % Passing % Passing mm mm 125 100 Sample Proportions % dry mass 90 100 Very coarse 0.0 75 100 Gravel 0.0 63 100 Sand 89.0 50 100 37.5 100 Fines <0.063mm 11.0 28 100 20 100 Grading Analysis 14 100 D100 mm 10 100 D60 mm 0.227 6.3 100 D30 mm 0.158 5 100 D10 mm 3.35 100 Uniformity Coefficient 2 100 Curvature Coefficient 1.18 100 0.6 99 Remarks 0.425 93 Preparation and testing in accordance with BS1377 unless noted below 0.3 74 0.212 57 0.15 25 0.063 11
Checked and Approved K4 Soils Laboratory Unit 8, Olds Close, Watford, Herts, WD18 9RU Initials: J.P Email: [email protected] Date: 13/02/2018 Tel: 01923 711288 2519 Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr) MSF-5-R3 Widbury Barn Widbury Hill Generic Risk-Based Soil Ware Herts SG12 7QE Screening Values
Job Number Site Ford, 245 Finchampstead Road, Wokingham J18007
Client Think Ford Wokingham Sheet 1 / 1 Engineer Mason Navarro Pledge
Proposed End Use Commercial
Soil pH 8
Soil Organic Matter content % 2.5
Screening Screening Contaminant Data Source Contaminant Data Source Value mg/kg Value mg/kg
Metals Anions Arsenic 640 C4SL Soluble Sulphate 500 mg/l Structures Cadmium 410 C4SL Sulphide 50 Structures Chromium (III) 30400 LQM/CIEH Chloride 400 Structures Chromium (VI) 49 C4SL Others Copper 71,700 LQM/CIEH Organic Carbon (%) 10 Methanogenic potential Lead 2330 C4SL Total Cyanide 12000 WRAS Elemental Mercury 170 SGV Total Mono Phenols 3200 SGV Inorganic Mercury 3600 SGV PAH Nickel 1350 LQM/CIEH Naphthalene 480.00 C4SL exp & LQM/CIEH Selenium 13000 SGV Acenaphthylene 97,000 LQM/CIEH Zinc 665,000 LQM/CIEH Acenaphthene 98,000 LQM/CIEH Hydrocarbons Fluorene 69,000 LQM/CIEH Benzene 50 C4SL Phenanthrene 22,000 LQM/CIEH Toluene 2200 SGV Anthracene 540,000 LQM/CIEH Ethyl Benzene 48000 SGV Fluoranthene 23,000 LQM/CIEH Xylene 1300 SGV Pyrene 54,000 LQM/CIEH Aliphatic C5-C6 6200 LQM/CIEH Benzo(a) Anthracene 95.0 C4SL exp & LQM/CIEH Aliphatic C6-C8 18000 LQM/CIEH Chrysene 140 C4SL exp & LQM/CIEH Aliphatic C8-C10 5100 LQM/CIEH Benzo(b) Fluoranthene 100.0 C4SL exp & LQM/CIEH Aliphatic C10-C12 24000 LQM/CIEH Benzo(k) Fluoranthene 140.0 C4SL exp & LQM/CIEH Aliphatic C12-C16 83000 LQM/CIEH Benzo(a) pyrene 42.40 C4SL Aliphatic C16-C35 1,800,000 LQM/CIEH Indeno(1 2 3 cd) Pyrene 61.0 C4SL exp & LQM/CIEH Aromatic C6-C7 See Benzene LQM/CIEH Dibenzo(a h) Anthracene 13.00 C4SL exp & LQM/CIEH Aromatic C7-C8 See Toluene LQM/CIEH Benzo (g h i) Perylene 660 C4SL exp & LQM/CIEH Aromatic C8-C10 8600 LQM/CIEH Screening value for PAH 605.7 B(a)P / 0.15 Aromatic C10-C12 29000 LQM/CIEH Chlorinated Solvents Aromatic C12-C16 37000 LQM/CIEH 1,1,1 trichloroethane (TCA) 1280 LQM/CIEH Aromatic C16-C21 28000 LQM/CIEH tetrachloroethane (PCA) 332 LQM/CIEH Aromatic C21-C35 28000 LQM/CIEH tetrachloroethene (PCE) 146 LQM/CIEH
PRO (C5 –C10) 40150 Calc trichloroethene (TCE) 14.8 LQM/CIEH
DRO (C12 –C28) 1,948,000 Calc 1,2-dichloroethane (DCA) 1 LQM/CIEH
Lube Oil (C28 –C44) 1,828,000 Calc vinyl chloride (Chloroethene) 0.113 LQM/CIEH TPH 1000 Trigger for speciated tetrachloromethane (Carbon tetrachloride)6.6 LQM/CIEH testing trichloromethane (Chloroform) 180 LQM/CIEH Notes Concentrations measured below the above values may be considered to represent 'uncontaminated conditions' which pose 'LOW' risk to human health. Concentrations measured in excess of these values indicate a potential risk which require further, site specific risk assessment.
SGV - Soil Guideline Value, derived from the CLEA model and published by Environment Agency 2009 LQM/CIEH - Generic Assessment Criteria for Human Health Risk Assessment 2nd edition (2009)derived using CLEA 1.04 model 2009 C4SL - Defra Category 4 Screening value based on Low Level of Toxicological Risk C4SL exp & LQM/CIEH calculated using C4SL revisions to exposure assessment but LQM/CIEH health criteria values Calc - sum of nearest available carbon range specified including BTEX for PRO fraction B(a)P / 0.15 - GEA experience indicates that Benzo(a) pyrene (one of the most common and most carcinogenic of the PAHs) rarely exceeds 15% of the total PAH concentration, hence this Total PAH threshold is regarded as being conservative www.gea-ltd.co.uk Groundwater Screening Herts | 01727 824666 Notts | 01509 674888 Values
Job Number Site Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS J18007
Client Think Ford Wokingham Sheet 1 / 1 Engineer Mason Navarro Pledge
Guideline Guideline Contaminant Data Source Contaminant Data Source Value Value Metals µg/l Others µg/l Arsenic 7.5 EQS (groundwater) Cyanide 50 UK DWS Boron 750 EQS (groundwater) Total Mono Phenols 14.9 EQS (groundwater) Cadmium 3.75 EQS (groundwater) Pentachlorophenol 1 EQS (surface water) Chromium 37.5 EQS (groundwater) Organochlorine pesticides 0.03 per species UK DWS Copper 1,500 EQS (groundwater) Other Pesticides 0.1 per species UK DWS Iron 200 UK DWS Total pesticides 0.5 UK DWS Lead 7.5 EQS (groundwater) Tributyltin 0.0015 EQS (surface water) Mercury 0.75 EQS (groundwater) pH <6.5, >9.5 UK DWS Nickel 15 EQS (groundwater) Electrical conductivity (µS/cm) 1,880 EQS (groundwater) Zinc 23.1 EQS (groundwater) PAH µg/l Anions mg/l Naphthalene 0.075 EQS (groundwater) Ammonia 0.29 EQS (groundwater) Anthracene 0.193 EQS (groundwater)
Bromate (BrO3) 0.0075 EQS (groundwater) Fluoranthene 0.075 EQS (groundwater) Chloride 188 EQS (groundwater) Benzo(b)fluoranthene 0.075 EQS (groundwater) Fluoride 1 EQS (groundwater) Benzo(k)fluoranthene 0.017 EQS (surface water) Nitrate 37.5 EQS (groundwater) Benzo(g,h,i)perylene 0.0082 EQS (surface water) Sulphate 188 EQS (groundwater) Benzo(a) pyrene 0.0075 EQS (groundwater) Hydrocarbons µg/l Total PAH 0.1 UK DWS Benzene 0.75 EQS (groundwater) Chlorinated Solvents µg/l Toluene 157 EQS (groundwater) Dichloromethane 20 EQS (surface water) Ethyl Benzene 300 WHO Trichloromethane (chloroform) 7.5 EQS (groundwater)
Xylene 63.6 EQS (groundwater) Tetrachloromethane (CCl4) 75 EQS (groundwater) Aliphatic C5-C6 20 No published threshold vinyl chloride (Chloroethene) 0.375 EQS (groundwater) Aliphatic C6-C8 20 No published threshold 1,2-dichloroethane (DCA) 21,2 EQS (groundwater) Aliphatic C8-C10 1,1,1 trichloroethane (TCA) 212 EQS (groundwater) 300 WHO Aliphatic C10-C12 1,1,2 trichloroethane (TCA) 848 EQS (groundwater) Aliphatic C12-C16 0.8 Solubility Limit tetrachloroethane (PCA) 7.5 EQS (groundwater) Aliphatic C16-C21 trichloroethene (TCE) 7.5 EQS (groundwater) 0.0013 Solubility Limit Aliphatic C21-C35 tetrachloroethene (PCE) 7.5 EQS (groundwater) Aromatic C6-C7 0.75 See Benzene Aromatic C7-C8 120 WHO Notes Aromatic C8-C10 Concentrations measured below the above values may be considered to Aromatic C10-C12 120 WHO represent 'uncontaminated conditions' which do not pose a risk Aromatic C12-C16 Concentrations measured in excess of these values indicate a potential risk to Aromatic C16-C21 groundwater quality , and thus require further, site specific risk assessment. 90 WHO Aromatic C21-C35
UK DWS - United Kingdom Drinking Water Standard - Drinking Water Inspectorate & Health Protection Agency, 2009 EQS - Environmental Quality Standards -The Water Framework Directive (Standards and Classification) Directions (England and Wales) 2015 WHO - World Health Organisation, Guidelines for Drinking-water Quality, 2010 GROUNDWATER MONITORING RECORD JOB NUMBER: J18007
SITE LOCATION: Ford, 245 Finchampstead Road, Wokingham, RG40 3JS
CLIENT: Think Ford Wokingham ENGINEER: Mason Navarro Pledge DATE: 20.02.18
GEA JOB ENGINEER: SM GEA MONITORING ENGINEER: JF SHEET: 1 / 1
Borehole Identification Depth to water (m) Depth to base (m) Additional Notes 1 1.24 3.80 Silted. No odour.
2 1.18 3.89
3 1.23 3.89
25.08.16 File: GEA/QA/Technical/Templates/Groundwater monitoring sheet.doc Revision No. 1 Gas Monitoring
Site Ford, 245 Finchampstead Road, Wokingham, RG40 3JS Job Number: J18007 Location
Client Think Ford Wokingham Sheet: 1 / 1 Engineer Mason Navarro Pledge
GEA Job Monitoring Air Temperature (°C) SM JF Date 20/02/2018 Engineer Engineer Barometric Pressure (mB)
BH Time CH4 (%) CO2 (%) O2 (%) LEL (%) H2S (ppm) CO (ppm) AP (mB) T (°C) Vel Flow (l/hr) DP (mB) PID (ppm) Start 1.4 BH1 Peak 5 mins 0.1 0 20.4 2.6 1014 10 0 0 Start BH2 Peak 5 mins 0.1 0 20.3 3 1014 12.0 0 0 Start BH3 Peak 5 mins 0 0 20.3 1 1013 9.5 0 0 Start Peak 5 mins Start Peak 5 mins Start Peak 5 mins GROUNDWATER MONITORING RECORD JOB NUMBER: J18007
SITE LOCATION: Ford, 245 Finchampstead Road, Wokingham, RG40 3JS
CLIENT: Think Ford Wokingham ENGINEER: Mason Navarro Pledge DATE: 11.04.18
GEA JOB ENGINEER: SM GEA MONITORING ENGINEER: SM SHEET: 1 / 1
Borehole Identification Depth to water (m) Depth to base (m) Additional Notes 1 0.75 3.70 Some water under cover, silty base.
2 0.75 3.82 Water under cover and silty base. Strong hydrocarbon odour.
3 0.60 3.90 Water under cover and silty base.
4C 0.55 3.50 Water under cover and silty base.
5 0.75 3.90 Some water under cover, silty base.
25.08.16 File: GEA/QA/Technical/Templates/Groundwater monitoring sheet.doc Revision No. 1 Site Sensitivity Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Plot Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 1 of 1 Historical Mapping Legends
Ordnance Survey County Series and Ordnance Survey Plan, Additional SIMs and Large-Scale National Grid Data 1:2,500 and Ordnance Survey Plan 1:2,500 Supply of Unpublished Survey Information 1:1,250 1:2,500 and 1:1,250 Historical Mapping & Photography included:
Mapping Type Scale Date Pg Berkshire 1:2,500 1871 - 1872 2 Berkshire 1:2,500 1899 3 Berkshire 1:2,500 1911 4 Berkshire 1:2,500 1933 5 Ordnance Survey Plan 1:2,500 1964 - 1968 6 Supply of Unpublished Survey Information 1:2,500 1973 7 Ordnance Survey Plan 1:1,250 1977 8 Additional SIMs 1:2,500 1990 9 Additional SIMs 1:1,250 1990 10 Additional SIMs 1:1,250 1992 11 Additional SIMs 1:2,500 1992 12 Large-Scale National Grid Data 1:2,500 1993 13 Large-Scale National Grid Data 1:1,250 1993 14 Historical Aerial Photography 1:2,500 1999 15
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 1 of 15 Berkshire Published 1871 - 1872 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 2 of 15 Berkshire Published 1899 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 3 of 15 Berkshire Published 1911 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 4 of 15 Berkshire Published 1933 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 5 of 15 Ordnance Survey Plan Published 1964 - 1968 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 6 of 15 Supply of Unpublished Survey Information Published 1973 Source map scale - 1:2,500 SUSI maps (Supply of Unpublished Survey Information) were produced between 1972 and 1977, mainly for internal use at Ordnance Survey. These were more of a `work-in-progress' plan as they showed updates of individual areas on a map. These maps were unpublished, and they do not represent a single moment in time. They were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 7 of 15 Ordnance Survey Plan Published 1977 Source map scale - 1:1,250 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 8 of 15 Additional SIMs Published 1990 Source map scale - 1:2,500 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 9 of 15 Additional SIMs Published 1990 Source map scale - 1:1,250 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 10 of 15 Additional SIMs Published 1992 Source map scale - 1:1,250 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 11 of 15 Additional SIMs Published 1992 Source map scale - 1:2,500 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 12 of 15 Large-Scale National Grid Data Published 1993 Source map scale - 1:2,500 'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 13 of 15 Large-Scale National Grid Data Published 1993 Source map scale - 1:1,250 'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 14 of 15 Historical Aerial Photography Published 1999 This aerial photography was produced by Getmapping, these vertical aerial photographs provide a seamless, full colour survey of the whole of Great Britain
Historical Aerial Photography - Segment A13
Order Details Order Number: 153109098_1_1 Customer Ref: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 100 Site Details Think Ford, 245, Finchampstead Road, WOKINGHAM, RG40 3JS
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 16-Jan-2018 Page 15 of 15 Envirocheck ® Report: Datasheet
Order Details: Order Number: 153109098_1_1 Customer Reference: J18007 National Grid Reference: 480260, 166160 Slice: A Site Area (Ha): 0.28 Search Buffer (m): 1000 Site Details: Think Ford, 245 Finchampstead Road WOKINGHAM RG40 3JS
Client Details: Mr S Branch GEA Ltd Widbury Barn Widbury Hill Ware Herts SG12 7QE
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents
Report Section Page Number
Summary -
Agency & Hydrological 1
Waste 22
Hazardous Substances -
Geological 24
Industrial Land Use 27
Sensitive Land Use 32
Data Currency 33
Data Suppliers 38
Useful Contacts 39
Introduction
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.
Copyright Notice
© Landmark Information Group Limited 2018. 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.
Natural England Copyright Notice
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.
Ove Arup Copyright Notice
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.
Peter Brett Associates Copyright Notice
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.
Radon Potential dataset Copyright Notice
Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
Report Version v53.0
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological
BGS Groundwater Flooding Susceptibility pg 1 Yes Yes Yes n/a
Contaminated Land Register Entries and Notices
Discharge Consents pg 1 2 5
Prosecutions Relating to Controlled Waters n/a n/a n/a
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 pg 3 1
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature pg 3 Yes
Pollution Incidents to Controlled Waters pg 3 1 2
Prosecutions Relating to Authorised Processes
Registered Radioactive Substances
River Quality pg 3 1
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register pg 4 1
Water Abstractions pg 4 6 (*7)
Water Industry Act Referrals
Groundwater Vulnerability pg 7 Yes n/a n/a n/a
Drift Deposits n/a n/a n/a
Bedrock Aquifer Designations pg 7 Yes n/a n/a n/a
Superficial Aquifer Designations n/a n/a n/a
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences n/a n/a
Flooding from Rivers or Sea without Defences n/a n/a
Areas Benefiting from Flood Defences n/a n/a
Flood Water Storage Areas n/a n/a
Flood Defences n/a n/a
OS Water Network Lines pg 7 1 38 90
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Waste
BGS Recorded Landfill Sites
Historical Landfill Sites pg 22 2
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations)
Local Authority Landfill Coverage pg 22 1 n/a n/a n/a
Local Authority Recorded Landfill Sites pg 22 2
Potentially Infilled Land (Non-Water) pg 22 1 3
Potentially Infilled Land (Water) pg 22 2
Registered Landfill Sites
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites Hazardous Substances
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Consents
Planning Hazardous Substance Enforcements
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Geological
BGS 1:625,000 Solid Geology pg 24 Yes n/a n/a n/a
BGS Estimated Soil Chemistry pg 24 Yes Yes Yes
BGS Recorded Mineral Sites pg 24 2
BGS Urban Soil Chemistry
BGS Urban Soil Chemistry Averages
CBSCB Compensation District n/a n/a n/a
Coal Mining Affected Areas n/a n/a n/a
Mining Instability n/a n/a n/a
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain n/a n/a
Potential for Collapsible Ground Stability Hazards pg 25 Yes Yes n/a n/a
Potential for Compressible Ground Stability Hazards n/a n/a
Potential for Ground Dissolution Stability Hazards n/a n/a
Potential for Landslide Ground Stability Hazards pg 25 Yes Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 25 Yes Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 25 Yes n/a n/a
Radon Potential - Radon Affected Areas n/a n/a n/a
Radon Potential - Radon Protection Measures n/a n/a n/a Industrial Land Use
Contemporary Trade Directory Entries pg 27 1 5 4 19
Fuel Station Entries pg 29 1
Points of Interest - Commercial Services pg 29 1 1 11
Points of Interest - Education and Health
Points of Interest - Manufacturing and Production pg 30 1
Points of Interest - Public Infrastructure pg 30 2
Points of Interest - Recreational and Environmental pg 30 7
Gas Pipelines
Underground Electrical Cables
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use
Ancient Woodland
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 pg 32 1 1
Ramsar Sites
Sites of Special Scientific Interest
Special Areas of Conservation
Special Protection Areas
World Heritage Sites
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Agency & Hydrological
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BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SE 0 1 480263 (NE) 166155 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 78 1 480150 (W) 166155 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 197 1 480050 (SW) 166050 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 227 1 480000 (W) 166155 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 243 1 480000 (W) 166050 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NW 244 1 480000 (W) 166250 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NE 260 1 480550 (E) 166200 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 265 1 480000 (SW) 166000 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 294 1 480000 (SW) 165950 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 402 1 479850 (W) 166300 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 438 1 479800 (W) 166250 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A12SE 477 1 479750 (W) 166150 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 482 1 479750 (W) 166200 Discharge Consents 1 Operator: Mr. E.W. Dutton A13SE 377 2 480590 Property Type: Undefined Or Other (SE) 165900 Location: Tintagel Farm Workshops, Sandhurst Road, Wokingham, Berks Authority: Environment Agency, Thames Region Catchment Area: Not Given Reference: CTWC.2252 Permit Version: 1 Effective Date: 29th February 1988 Issued Date: 29th February 1988 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Bagshot Beds Status: Transferred from COPA 1974 Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Mr S P W Mrs S E Brown A18SE 379 2 480500 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (NE) 166500 Location: Woodcray House, Finchampstead Road, Wokingham, Berkshire Authority: Environment Agency, Thames Region Catchment Area: Not Given Reference: CATM.2479 Permit Version: 1 Effective Date: 2nd October 1996 Issued Date: 2nd October 1996 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Irrigation Area Environment: Receiving Water: Bagshot Beds Status: New Consent, by Application (Water Resources Act 1991, Section 88) Positional Accuracy: Located by supplier to within 100m
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Discharge Consents 3 Operator: Thames Water Utilities Ltd A8NW 536 2 480200 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (S) 165600 Location: Tintagel Road Authority: Environment Agency, Thames Region Catchment Area: Not Supplied Reference: Temp.2113 Permit Version: 2 Effective Date: 3rd September 2010 Issued Date: 3rd September 2010 Revocation Date: 19th August 2014 Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Queens Brook Status: Surrendered under EPR 2010 Positional Accuracy: Located by supplier to within 100m Discharge Consents 3 Operator: Thames Water Utilities Ltd A8NW 536 2 480200 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (S) 165600 Location: Tintagel Road Authority: Environment Agency, Thames Region Catchment Area: Not Supplied Reference: Temp.2113 Permit Version: 1 Effective Date: 2nd November 1989 Issued Date: 2nd November 1989 Revocation Date: 2nd September 2010 Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Queens Brook Status: Temporary Consents (Water Act 1989, Section 113) Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: The Occupier A17SE 821 2 479700 Property Type: SPORT, AMUSEMENT+RECREATION/GOLF CLUB/GYM/THEME PK/SPA (NW) 166800 Location: Scout Hq Adjoining Perrys Country Club, Evendons Lane, Wokingham Authority: Environment Agency, Thames Region Catchment Area: Not Given Reference: Ctcu.1341 Permit Version: 1 Effective Date: 11th March 1985 Issued Date: 11th March 1985 Revocation Date: 1st October 1996 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Into Land Environment: Receiving Water: London Claystrata Status: Lapsed (under Environment Act 1995, Schedule 23) Positional Accuracy: Located by supplier to within 100m Discharge Consents 5 Operator: Mr Rule A17NE 845 2 479800 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (NW) 166900 Location: Rosery Cottage, Evendons Lane, Wokingham, Berks Authority: Environment Agency, Thames Region Catchment Area: Not Given Reference: CTCU.1207 Permit Version: 2 Effective Date: 30th October 1991 Issued Date: 13th September 1982 Revocation Date: 1st October 1996 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Into Land Environment: Receiving Water: Lower Bagshot Beds Strata Status: Lapsed (under Environment Act 1995, Schedule 23) Positional Accuracy: Located by supplier to within 100m
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Discharge Consents 5 Operator: Mr Rule A17NE 845 2 479800 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (NW) 166900 Location: Rosery Cottage, Evendons Lane, Wokingham, Berks Authority: Environment Agency, Thames Region Catchment Area: Not Supplied Reference: Ctcu.1207 Permit Version: 1 Effective Date: 13th September 1982 Issued Date: 13th September 1982 Revocation Date: 29th October 1991 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Into Land Environment: Receiving Water: Lower Bagshot Beds Strata Status: Transferred from Water Resources Act 1963 Positional Accuracy: Located by supplier to within 100m Local Authority Pollution Prevention and Controls 6 Name: Inchcape Retail Ltd A13SE 0 3 480267 Location: 245 Finchampstead Road, WOKINGHAM, RG40 3JS (SE) 166147 Authority: Wokingham District Council, Environmental Health Department Permit Reference: PPC36 Dated: 1st October 2002 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Nearest Surface Water Feature A13NE 110 - 480314 (N) 166292 Pollution Incidents to Controlled Waters 7 Property Type: Not Given A9NW 452 2 480600 Location: WOKINGHAM (SE) 165800 Authority: Environment Agency, Thames Region Pollutant: Unknown Sewage Note: Confirmed As A Pollution Incident Incident Date: Not Supplied Incident Reference: WE900166 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Not Given Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 8 Property Type: Not Given A9NW 606 2 480800 Location: WOKINGHAM (SE) 165800 Authority: Environment Agency, Thames Region Pollutant: General Note: Not Supplied Incident Date: 2nd March 1998 Incident Reference: 37902 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Not Given Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 9 Property Type: Not Given A17SE 790 2 479750 Location: BARKHAM (NW) 166800 Authority: Environment Agency, Thames Region Pollutant: Oils - Unknown Note: Confirmed As A Pollution Incident Incident Date: 22nd May 1993 Incident Reference: S2930126 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Not Given Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m River Quality Name: Barkham Bk A7NW 771 2 479578 GQA Grade: River Quality B (SW) 165721 Reach: Source - Loddon Estimated Distance 6.9 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000
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Substantiated Pollution Incident Register 10 Authority: Environment Agency - Thames Region, South East Area A18SE 598 2 480410 Incident Date: 10th September 2002 (N) 166770 Incident Reference: 106695 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: Asbestos Waste Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 61 2 480169 Licence Number: 28/39/24/0250/R01 (W) 166161 Permit Version: 1 Location: Sandmartins Golf Club Wokingham -Borehole 'A' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2016 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 61 2 480169 Licence Number: 28/39/24/0250 (W) 166161 Permit Version: 1 Location: Sandmartins Golf Club Wokingham -Borehole 'A' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 October Authorised End: 30 September Permit Start Date: 31st August 2006 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 86 2 480150 Licence Number: 28/39/24/0250 (W) 166200 Permit Version: 1 Location: Sandmartins Golf Club Wokingham -Borehole 'A' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 October Authorised End: 30 September Permit Start Date: 31st August 2006 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 124 2 480110 Licence Number: 28/39/24/0250 (W) 166200 Permit Version: 1 Location: Sandmartins Golf Club Wokingham- Borehole 'B' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 October Authorised End: 30 September Permit Start Date: 31st August 2006 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m
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Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 125 2 480112 Licence Number: 28/39/24/0250/R01 (W) 166212 Permit Version: 1 Location: Sandmartins Golf Club Wokingham- Borehole 'B' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2016 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 11 Operator: Sandmartins Golf Club Limited A13NW 125 2 480112 Licence Number: 28/39/24/0250 (W) 166212 Permit Version: 1 Location: Sandmartins Golf Club Wokingham- Borehole 'B' Authority: Environment Agency, Thames Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sandmartins Golf Club Wokingham Authorised Start: 01 October Authorised End: 30 September Permit Start Date: 31st August 2006 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Hall Hunter Partnership A20SW 1279 2 481500 Licence Number: 28/39/24/0194 (E) 166600 Permit Version: 100 Location: Trib Of Emm Brook At Birchin Inhams Farm Authority: Environment Agency, Thames Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): 327 Yearly Rate (m3): 34096 Details: Birchin Inhams Farm Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 1st April 2016 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Trustees Of Hall Hunter Partnership A20SW 1361 2 481550 Licence Number: 28/39/24/0252 (NE) 166700 Permit Version: 1 Location: Queens Brook, Tributary Of Emm Brook, Wokingham Authority: Environment Agency, Thames Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Trenchs Bridge, Gorrick Plantation, Wokingham Authorised Start: 01 November Authorised End: 31 March Permit Start Date: 1st April 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m
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Water Abstractions Operator: Trustees Of Hall Hunter Partnership A20SW 1368 2 481558 Licence Number: 28/39/24/0252/R01 (NE) 166698 Permit Version: 1 Location: Queens Brook, Tributary Of Emm Brook, Wokingham Authority: Environment Agency, Thames Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Trenchs Bridge, Gorrick Plantation, Wokingham Authorised Start: 01 November Authorised End: 31 March Permit Start Date: 1st April 2016 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Flurin Holdings Ltd A4NE 1526 2 481268 Licence Number: Th/039/0024/024 (SE) 164957 Permit Version: 1 Location: Borehole At Kings Mere Lake Authority: Environment Agency, Thames Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: King'S Mere Lake, Finchampstead Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 28th August 2014 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Flurin Holdings Ltd A4NE 1549 2 481257 Licence Number: Th/039/0024/023 (SE) 164919 Permit Version: 1 Location: Borehole At Kings Mere Lake Authority: Environment Agency, Thames Region Abstraction: Other Environmental Improvements: Transfer between sources Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: King'S Mere Lake, Finchampstead Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 31st October 2014 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: D Seal A11SW 1644 2 478600 Licence Number: 28/39/24/0065 (W) 165900 Permit Version: Not Supplied Location: Model Farm, BARKHAM Authority: Environment Agency, Thames Region Abstraction: Agriculture (General) Abstraction Type: Not Supplied Source: Groundwater Daily Rate (m3): 3 Yearly Rate (m3): 100 Details: Bracklesham Beds; Status: Revoked; Lapsed Or Cancelled Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: Radyne Ltd (N) 1828 2 480500 Licence Number: 28/39/24/0053 168000 Permit Version: 100 Location: Emm Brook At Molly Millars Lane, Wokingham Authority: Environment Agency, Thames Region Abstraction: Other Industrial/Commercial/Public Services: Non-Evaporative Cooling Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): 546 Yearly Rate (m3): 170202 Details: Molly Millars Lane, Wokingham Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 10th November 1969 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Groundwater Vulnerability Soil Classification: Soils of High Leaching Potential (H1) - Soils which readily transmit liquid A13SE 0 2 480263 discharges because they are either shallow, or susceptible to rapid by-pass (NE) 166155 flow directly to rock, gravel or groundwater Map Sheet: Sheet 39 West London Scale: 1:100,000 Drift Deposits None Bedrock Aquifer Designations Aquifer Designation: Secondary Aquifer - A A13SE 0 1 480263 (NE) 166155 Superficial Aquifer Designations No Data Available Extreme Flooding from Rivers or Sea without Defences None Flooding from Rivers or Sea without Defences None Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None OS Water Network Lines 12 Watercourse Form: Inland river A13NE 111 4 480314 Watercourse Length: 200.3 (N) 166292 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 13 Watercourse Form: Inland river A13NE 272 4 480505 Watercourse Length: 2.7 (NE) 166350 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 14 Watercourse Form: Inland river A13NE 274 4 480508 Watercourse Length: 31.0 (NE) 166350 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
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OS Water Network Lines 15 Watercourse Form: Inland river A13NE 290 4 480544 Watercourse Length: 79.3 (NE) 166323 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 16 Watercourse Form: Inland river A13NE 304 4 480537 Watercourse Length: 31.7 (NE) 166360 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 17 Watercourse Form: Inland river A13NW 310 4 480189 Watercourse Length: 25.5 (N) 166481 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 18 Watercourse Form: Inland river A13NE 329 4 480584 Watercourse Length: 3.2 (NE) 166331 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 19 Watercourse Form: Inland river A13NE 332 4 480587 Watercourse Length: 101.6 (NE) 166332 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 20 Watercourse Form: Lake A13NE 334 4 480568 Watercourse Length: 12.4 (NE) 166369 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 21 Watercourse Form: Inland river A8NE 342 4 480306 Watercourse Length: 75.3 (S) 165787 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 22 Watercourse Form: Lake A13NE 346 4 480580 Watercourse Length: 8.1 (NE) 166373 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 23 Watercourse Form: Lake A13NE 346 4 480580 Watercourse Length: 11.4 (NE) 166373 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
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OS Water Network Lines 24 Watercourse Form: Inland river A13NE 349 4 480586 Watercourse Length: 58.7 (NE) 166369 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 25 Watercourse Form: Inland river A8NW 350 4 480209 Watercourse Length: 57.7 (S) 165787 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 26 Watercourse Form: Inland river A18SW 359 4 480167 Watercourse Length: 31.0 (N) 166527 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 27 Watercourse Form: Inland river A18SW 359 4 480167 Watercourse Length: 15.2 (N) 166527 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 28 Watercourse Form: Inland river A18SW 361 4 480182 Watercourse Length: 97.9 (N) 166531 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 29 Watercourse Form: Inland river A8NW 376 4 480237 Watercourse Length: 55.5 (S) 165757 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 30 Watercourse Form: Inland river A13SE 397 4 480569 Watercourse Length: 86.6 (SE) 165846 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 31 Watercourse Form: Inland river A14NW 402 4 480644 Watercourse Length: 138.0 (NE) 166376 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 32 Watercourse Form: Inland river A8NW 405 4 480187 Watercourse Length: 3.6 (S) 165734 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
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OS Water Network Lines 33 Watercourse Form: Inland river A12NE 405 4 479826 Watercourse Length: 12.3 (W) 166199 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 34 Watercourse Form: Inland river A8NW 408 4 480186 Watercourse Length: 49.1 (S) 165730 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 35 Watercourse Form: Inland river A14SW 408 4 480662 Watercourse Length: 338.7 (SE) 165960 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 36 Watercourse Form: Inland river A12NE 416 4 479815 Watercourse Length: 51.6 (W) 166195 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 37 Watercourse Form: Inland river A8NW 419 4 480247 Watercourse Length: 121.0 (S) 165713 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 38 Watercourse Form: Inland river A14NW 430 4 480684 Watercourse Length: 22.2 (NE) 166355 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 39 Watercourse Form: Inland river A8NE 432 4 480298 Watercourse Length: 62.2 (S) 165698 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 40 Watercourse Form: Inland river A12SE 434 4 479795 Watercourse Length: 89.8 (W) 166104 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 41 Watercourse Form: Inland river A14NW 451 4 480706 Watercourse Length: 82.1 (NE) 166360 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2
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OS Water Network Lines 42 Watercourse Form: Inland river A8NW 455 4 480166 Watercourse Length: 91.7 (S) 165685 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 43 Watercourse Form: Inland river A12NE 456 4 479773 Watercourse Length: 11.0 (W) 166171 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 44 Watercourse Form: Inland river A12NE 464 4 479801 Watercourse Length: 51.8 (W) 166346 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 45 Watercourse Form: Inland river A8NW 465 4 480245 Watercourse Length: 77.2 (S) 165667 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 46 Watercourse Form: Inland river A8NW 465 4 480245 Watercourse Length: 29.9 (S) 165667 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 47 Watercourse Form: Inland river A12NE 485 4 479766 Watercourse Length: 48.6 (W) 166309 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 48 Watercourse Form: Inland river A12NE 485 4 479780 Watercourse Length: 46.8 (W) 166350 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 49 Watercourse Form: Inland river A12NE 485 4 479766 Watercourse Length: 37.4 (W) 166309 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 50 Watercourse Form: Inland river A8NW 486 4 480132 Watercourse Length: 75.7 (S) 165660 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 11 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 51 Watercourse Form: Inland river A8NW 510 4 480177 Watercourse Length: 62.1 (S) 165629 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 52 Watercourse Form: Inland river A8NW 510 4 480177 Watercourse Length: 7.8 (S) 165629 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 53 Watercourse Form: Inland river A12NE 514 4 479729 Watercourse Length: 102.8 (W) 166278 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 54 Watercourse Form: Inland river A12NE 514 4 479729 Watercourse Length: 52.6 (W) 166278 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 55 Watercourse Form: Inland river A8NW 515 4 480171 Watercourse Length: 2.0 (S) 165625 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 56 Watercourse Form: Inland river A12NE 515 4 479743 Watercourse Length: 77.6 (W) 166338 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 57 Watercourse Form: Inland river A12NE 515 4 479823 Watercourse Length: 83.0 (NW) 166488 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 58 Watercourse Form: Inland river A8NW 516 4 480169 Watercourse Length: 45.6 (S) 165624 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 59 Watercourse Form: Inland river A14NW 532 4 480784 Watercourse Length: 41.0 (NE) 166382 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 12 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 60 Watercourse Form: Inland river A14NW 533 4 480785 Watercourse Length: 14.0 (NE) 166380 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 61 Watercourse Form: Inland river A14NW 534 4 480770 Watercourse Length: 12.0 (NE) 166418 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 62 Watercourse Form: Inland river A14NW 534 4 480793 Watercourse Length: 3.9 (E) 166364 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 63 Watercourse Form: Inland river A14NW 534 4 480793 Watercourse Length: 74.4 (E) 166364 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 64 Watercourse Form: Inland river A14NW 541 4 480772 Watercourse Length: 135.2 (NE) 166429 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 65 Watercourse Form: Inland river A8NW 544 4 480129 Watercourse Length: 2.2 (S) 165601 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 66 Watercourse Form: Inland river A14NW 545 4 480823 Watercourse Length: 2.5 (E) 166296 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 67 Watercourse Form: Inland river A14NW 545 4 480824 Watercourse Length: 179.6 (E) 166294 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 68 Watercourse Form: Inland river A12NE 548 4 479688 Watercourse Length: 91.1 (W) 166245 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 13 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 69 Watercourse Form: Inland river A12NE 548 4 479688 Watercourse Length: 126.8 (W) 166245 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 70 Watercourse Form: Inland river A8NW 567 4 480200 Watercourse Length: 23.4 (S) 165569 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 71 Watercourse Form: Inland river A8NW 572 4 480179 Watercourse Length: 8.2 (S) 165567 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 72 Watercourse Form: Inland river A8NW 580 4 480180 Watercourse Length: 0.9 (S) 165558 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 73 Watercourse Form: Inland river A8NW 581 4 480180 Watercourse Length: 90.4 (S) 165557 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 74 Watercourse Form: Inland river A12NE 582 4 479686 Watercourse Length: 16.7 (W) 166376 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 75 Watercourse Form: Inland river A12NE 584 4 479685 Watercourse Length: 4.0 (W) 166380 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 76 Watercourse Form: Inland river A14SW 587 4 480879 Watercourse Length: 3.9 (E) 166123 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 77 Watercourse Form: Inland river A12NE 588 4 479677 Watercourse Length: 27.1 (W) 166368 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 14 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 78 Watercourse Form: Inland river A12NE 588 4 479682 Watercourse Length: 32.9 (W) 166383 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 79 Watercourse Form: Inland river A14SW 589 4 480880 Watercourse Length: 42.1 (E) 166119 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 80 Watercourse Form: Inland river A14SW 603 4 480892 Watercourse Length: 8.2 (E) 166079 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 81 Watercourse Form: Inland river A14SW 606 4 480895 Watercourse Length: 35.0 (E) 166071 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 82 Watercourse Form: Inland river A12NE 612 4 479668 Watercourse Length: 3.6 (NW) 166412 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 83 Watercourse Form: Inland river A12NE 615 4 479615 Watercourse Length: 1.4 (W) 166198 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 84 Watercourse Form: Inland river A12NE 615 4 479666 Watercourse Length: 19.5 (NW) 166416 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 85 Watercourse Form: Inland river A12NE 615 4 479615 Watercourse Length: 79.5 (W) 166198 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 86 Watercourse Form: Inland river A12NE 628 4 479660 Watercourse Length: 279.1 (NW) 166434 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 15 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 87 Watercourse Form: Inland river A12NE 628 4 479660 Watercourse Length: 277.3 (NW) 166434 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 88 Watercourse Form: Inland river A19SW 636 4 480803 Watercourse Length: 64.7 (NE) 166560 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 89 Watercourse Form: Inland river A19SW 636 4 480803 Watercourse Length: 9.9 (NE) 166560 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 90 Watercourse Form: Inland river A8NW 636 4 480100 Watercourse Length: 4.0 (S) 165514 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 91 Watercourse Form: Inland river A8NW 638 4 480097 Watercourse Length: 12.0 (S) 165512 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 92 Watercourse Form: Lake A19SW 642 4 480813 Watercourse Length: 14.6 (NE) 166557 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 93 Watercourse Form: Inland river A12SW 646 4 479584 Watercourse Length: 145.9 (W) 166079 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 94 Watercourse Form: Inland river A9NW 674 4 480597 Watercourse Length: 128.7 (SE) 165529 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 95 Watercourse Form: Inland river A9NW 676 4 480599 Watercourse Length: 35.0 (SE) 165528 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 16 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 96 Watercourse Form: Inland river A18NE 676 4 480372 Watercourse Length: 38.7 (N) 166855 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 97 Watercourse Form: Lake A19SW 677 4 480825 Watercourse Length: 9.6 (NE) 166599 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 98 Watercourse Form: Lake A19SW 679 4 480816 Watercourse Length: 13.1 (NE) 166613 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 99 Watercourse Form: Lake A19SW 685 4 480828 Watercourse Length: 8.4 (NE) 166608 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 100 Watercourse Form: Inland river A19SW 693 4 480835 Watercourse Length: 6.1 (NE) 166613 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 101 Watercourse Form: Inland river A19SW 699 4 480838 Watercourse Length: 438.5 (NE) 166618 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 102 Watercourse Form: Inland river A18NE 707 4 480352 Watercourse Length: 10.9 (N) 166889 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 103 Watercourse Form: Inland river A9NW 708 4 480626 Watercourse Length: 62.6 (SE) 165505 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 104 Watercourse Form: Inland river A18NE 716 4 480346 Watercourse Length: 26.1 (N) 166898 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 17 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 105 Watercourse Form: Inland river A14SE 722 4 481013 Watercourse Length: 53.0 (E) 166126 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 106 Watercourse Form: Inland river A9NW 725 4 480686 Watercourse Length: 204.4 (SE) 165521 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 107 Watercourse Form: Inland river A9NW 729 4 480627 Watercourse Length: 45.1 (SE) 165483 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 108 Watercourse Form: Lake A17SE 735 4 479646 Watercourse Length: 22.0 (NW) 166619 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 109 Watercourse Form: Inland river A9SW 748 4 480606 Watercourse Length: 85.2 (SE) 165451 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 110 Watercourse Form: Inland river A9SW 750 4 480600 Watercourse Length: 115.7 (SE) 165446 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 111 Watercourse Form: Inland river A9SW 755 4 480675 Watercourse Length: 4.4 (SE) 165479 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 112 Watercourse Form: Lake A17SE 756 4 479626 Watercourse Length: 11.6 (NW) 166627 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 113 Watercourse Form: Lake A17SE 756 4 479626 Watercourse Length: 78.1 (NW) 166627 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 18 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 114 Watercourse Form: Inland river A9SW 759 4 480679 Watercourse Length: 249.7 (SE) 165477 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 115 Watercourse Form: Inland river A17SE 761 4 479629 Watercourse Length: 19.8 (NW) 166638 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 116 Watercourse Form: Inland river A9NW 767 4 480880 Watercourse Length: 620.4 (SE) 165638 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 117 Watercourse Form: Inland river A17SE 780 4 479615 Watercourse Length: 4.8 (NW) 166652 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 118 Watercourse Form: Inland river A17SE 785 4 479611 Watercourse Length: 51.3 (NW) 166654 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 119 Watercourse Form: Inland river A17SE 786 4 479724 Watercourse Length: 212.0 (NW) 166774 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 120 Watercourse Form: Inland river A17SE 791 4 479740 Watercourse Length: 15.7 (NW) 166793 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 121 Watercourse Form: Inland river A17SE 795 4 479749 Watercourse Length: 68.5 (NW) 166806 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 122 Watercourse Form: Inland river A9NW 811 4 480884 Watercourse Length: 3.4 (SE) 165576 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 19 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 123 Watercourse Form: Inland river A9NW 812 4 480885 Watercourse Length: 8.3 (SE) 165576 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 124 Watercourse Form: Inland river A9NW 818 4 480893 Watercourse Length: 12.7 (SE) 165576 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 125 Watercourse Form: Inland river A9NW 820 4 480903 Watercourse Length: 4.2 (SE) 165583 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 126 Watercourse Form: Inland river A9NW 820 4 480906 Watercourse Length: 61.5 (SE) 165586 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 2 OS Water Network Lines 127 Watercourse Form: Inland river A17SW 833 4 479573 Watercourse Length: 142.4 (NW) 166684 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 128 Watercourse Form: Inland river A8SE 840 4 480571 Watercourse Length: 21.6 (S) 165337 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 129 Watercourse Form: Inland river A12NW 850 4 479414 Watercourse Length: 187.4 (W) 166409 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 130 Watercourse Form: Inland river A12NW 855 4 479403 Watercourse Length: 143.0 (W) 166381 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 131 Watercourse Form: Inland river A8SE 859 4 480566 Watercourse Length: 109.6 (S) 165316 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 20 of 39 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 132 Watercourse Form: Inland river A17SW 861 4 479478 Watercourse Length: 39.8 (NW) 166591 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 133 Watercourse Form: Inland river A17SW 886 4 479418 Watercourse Length: 4.2 (NW) 166524 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 134 Watercourse Form: Inland river A17SW 887 4 479418 Watercourse Length: 75.0 (NW) 166528 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 135 Watercourse Form: Inland river A17SW 898 4 479438 Watercourse Length: 20.2 (NW) 166594 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 136 Watercourse Form: Inland river A17SW 916 4 479423 Watercourse Length: 7.3 (NW) 166606 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 137 Watercourse Form: Inland river A17SW 920 4 479416 Watercourse Length: 764.7 (NW) 166601 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 138 Watercourse Form: Inland river A17SW 920 4 479416 Watercourse Length: 1.6 (NW) 166601 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 139 Watercourse Form: Inland river A17SW 921 4 479416 Watercourse Length: 156.0 (NW) 166603 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1 OS Water Network Lines 140 Watercourse Form: Inland river A19NW 929 4 480651 Watercourse Length: 165.4 (NE) 167040 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Thames Primacy: 1
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 21 of 39 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Historical Landfill Sites 141 Licence Holder: Not Supplied A8NW 646 2 479951 Location: Finchampstead (SW) 165552 Name: Jerrymoor Hill Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD10435 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Not Supplied Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 0360/0389 BGS Ref: Not Supplied Other Ref: WOK59 Historical Landfill Sites 142 Licence Holder: Not Supplied A8NW 651 2 480198 Location: Finchampstead (S) 165485 Name: Ingle Glen Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD10437 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Not Supplied Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 0360/0391 BGS Ref: Not Supplied Other Ref: WOK72 Local Authority Landfill Coverage Name: Wokingham District Council 0 3 480263 - Has supplied landfill data 166155 Local Authority Recorded Landfill Sites 143 Location: Jerrymore Hill Finchampstead A8NW 646 3 479951 Reference: WOK59 (SW) 165552 Authority: Wokingham District Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Positioned by the supplier Boundary Quality: Good Local Authority Recorded Landfill Sites 144 Location: Ingle Glen Finchampstead A8NW 651 3 480198 Reference: WOK72 (S) 165485 Authority: Wokingham District Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Positioned by the supplier Boundary Quality: Good Potentially Infilled Land (Non-Water) 145 Bearing Ref: SW A13SW 331 - 480014 Use: Unknown Filled Ground (Pit, quarry etc) (SW) 165883 Date of Mapping: 1989 Potentially Infilled Land (Non-Water) 146 Bearing Ref: SW A8NW 644 - 479965 Use: Unknown Filled Ground (Pit, quarry etc) (SW) 165549 Date of Mapping: 1990 Potentially Infilled Land (Non-Water) 147 Bearing Ref: S A8SW 689 - 480209 Use: Unknown Filled Ground (Pit, quarry etc) (S) 165445 Date of Mapping: 1989 Potentially Infilled Land (Non-Water) 148 Bearing Ref: S A8SW 954 - 480192 Use: Unknown Filled Ground (Pit, quarry etc) (S) 165181 Date of Mapping: 1989 Potentially Infilled Land (Water) 149 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A8SW 922 - 480124 Date of Mapping: 1961 (S) 165220
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 22 of 39 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Potentially Infilled Land (Water) 150 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A3NE 998 - 480415 Date of Mapping: 1961 (S) 165139
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 23 of 39 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS 1:625,000 Solid Geology Description: Bracklesham Group And Barton Group (Undifferentiated) A13SE 0 1 480263 (NE) 166155 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 0 1 480263 Soil Sample Type: Sediment (NE) 166155 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NE 456 1 479804 Soil Sample Type: Sediment (W) 166332 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NE 626 1 480328 Soil Sample Type: Sediment (S) 165505 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 675 1 480637 Soil Sample Type: Sediment (SE) 165550 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SW 946 1 480000 Soil Sample Type: Sediment (S) 165218 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Recorded Mineral Sites 151 Site Name: Jerrymoor Hill Gravel Pit A8NW 648 1 479957 Location: Arborfield Garrison, Wokingham, Berkshire (SW) 165548 Source: British Geological Survey, National Geoscience Information Service Reference: 145892 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Bagshot Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 24 of 39 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 152 Site Name: Radical Farm Sand Pit A8SW 697 1 480212 Location: Arborfield Garrison, Wokingham, Berkshire (S) 165437 Source: British Geological Survey, National Geoscience Information Service Reference: 145899 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Bagshot Formation Commodity: Sand Positional Accuracy: Located by supplier to within 10m BGS Measured Urban Soil Chemistry No data available BGS Urban Soil Chemistry Averages No data available Coal Mining Affected Areas In an area that might not be affected by coal mining Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13NE 183 1 480422 Source: British Geological Survey, National Geoscience Information Service (NE) 166311 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SE 0 1 480263 Source: British Geological Survey, National Geoscience Information Service (NE) 166155 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13NE 183 1 480422 Source: British Geological Survey, National Geoscience Information Service (NE) 166311 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SW 227 1 480000 Source: British Geological Survey, National Geoscience Information Service (W) 166155
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 25 of 39 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Radon Potential - Radon Affected Areas Affected Area: The property is in a Lower probability radon area (less than 1% of homes are A13SE 0 1 480263 estimated to be at or above the Action Level). (NE) 166155 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SE 0 1 480263 dwellings or extensions (NE) 166155 Source: British Geological Survey, National Geoscience Information Service
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 26 of 39 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 153 Name: Think Ford Wokingham A13SW 0 - 480250 Location: 245, Finchampstead Road, Wokingham, RG40 3JS (SW) 166141 Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 154 Name: Quick Claim A13SW 37 - 480217 Location: Wokingham, Berkshire, Rg40 3js (SW) 166101 Classification: Garage Services Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 154 Name: Rapid Fit A13SW 37 - 480216 Location: 245 Finchampstead Rd, Wokingham, Berkshire, RG40 3JS (SW) 166101 Classification: Tyre Dealers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 154 Name: Think Ford Wokingham A13SW 37 - 480217 Location: 245, Finchampstead Road, Wokingham, Berkshire, RG40 3JS (SW) 166101 Classification: Car Customisation & Conversion Specialists Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 154 Name: Gowrings Of Wokingham A13SW 38 - 480217 Location: 245 Finchampstead Rd, Finchampstead, Wokingham, Berkshire, RG40 3JS (SW) 166100 Classification: Car Dealers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 155 Name: Bentley Office Interiors Ltd A13NE 189 - 480277 Location: 217, Finchampstead Road, Wokingham, Berkshire, RG40 3HS (N) 166374 Classification: Office Equipment Manufacturers & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 156 Name: Licence 2 Print Ltd A13SW 254 - 480168 Location: 275, Finchampstead Road, Finchampstead, Wokingham, Berkshire, RG40 (S) 165890 3JT Classification: Printers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 157 Name: Hydrainer Pumps Hire A13NE 277 - 480480 Location: Peacock La, Wokingham, Berkshire, RG40 3YZ (NE) 166386 Classification: Pumps - Sales, Servicing & Repairs Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 158 Name: Pete Siggery A14SW 371 - 480607 Location: Tintagel Farm, Sandhurst Road, Finchampstead, Wokingham, Berkshire, (SE) 165935 RG40 3JD Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 159 Name: Valve Developments Ltd A8NE 482 - 480597 Location: Heatherlea, Tintagel Road, Finchampstead, Wokingham, Berkshire, RG40 (SE) 165757 3JJ Classification: Marine Equipment & Supplies Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 160 Name: Philip Tingley A7NE 565 - 479795 Location: 4, McCarthy Way, Finchampstead, Wokingham, Berkshire, RG40 4UA (SW) 165773 Classification: Antiques - Repairing & Restoring Status: Inactive Positional Accuracy: Automatically positioned to the address
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 161 Name: Done & Dusted A8NE 607 - 480328 Location: A, 52, Kiln Ride, Finchampstead, Wokingham, Berkshire, RG40 3PH (S) 165524 Classification: Cleaning Services - Domestic Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 162 Name: Wokingham Office Cleaners A8SW 670 - 480224 Location: 2, Tanglewood, Finchampstead, Wokingham, Berkshire, RG40 3PR (S) 165463 Classification: Commercial Cleaning Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 163 Name: Little Treasures A18NE 675 - 480278 Location: 5, Croft Close, Wokingham, Berkshire, RG41 4AN (N) 166860 Classification: Ironing & Home Laundry Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 164 Name: Mike Gore & Sons A8SE 689 - 480390 Location: 59, Kiln Ride, Finchampstead, Wokingham, Berkshire, RG40 3PJ (S) 165448 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 164 Name: D & M Autos A8SE 717 - 480377 Location: 61, Kiln Ride, Finchampstead, Wokingham, Berkshire, RG40 3PJ (S) 165418 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 165 Name: B W Medhurst Plant Repairs A8SE 705 - 480311 Location: A, 66, Kiln Ride, Finchampstead, Wokingham, Berkshire, RG40 3PH (S) 165425 Classification: Lawnmowers & Garden Machinery - Sales & Service Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 166 Name: Immaculate Cleaning Services A8SW 719 - 480244 Location: 5, Little Foxes, Finchampstead, Wokingham, Berkshire, RG40 3PW (S) 165412 Classification: Commercial Cleaning Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 167 Name: Applegrove Motor Co A12NW 837 - 479408 Location: Nash Grove Lane, Wokingham, Berks, RG40 5QF (W) 166322 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 167 Name: Grove Motors A12NW 847 - 479406 Location: 137a Nash Gr La, Finchampstead, Wokingham, Berkshire, RG40 4HD (W) 166362 Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 168 Name: M T S Minibus & Tail Lift Services Ltd A17NE 851 - 479856 Location: Unit 7, 171, Evendons Lane, Wokingham, RG41 4EH (NW) 166938 Classification: Lifting Equipment Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 169 Name: Logos Unlimited A7NW 881 - 479421 Location: 2, St. James Road, Finchampstead, Wokingham, RG40 4RT (SW) 165782 Classification: T-Shirts Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 170 Name: R Maslin Haulage A12SW 889 - 479352 Location: 3, Gilbert Way, Finchampstead, WOKINGHAM, Berkshire, RG40 4HJ (W) 165979 Classification: Road Haulage Services Status: Active Positional Accuracy: Automatically positioned to the address
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 28 of 39 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 170 Name: R J Maslin A12SW 904 - 479331 Location: 3, Gilbert Way, Finchampstead, WOKINGHAM, Berkshire, RG40 4HJ (W) 166015 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 171 Name: Grp Tools A12NW 892 - 479346 Location: 127a, Nash Grove Lane, Finchampstead, Wokingham, Berkshire, RG40 4HG (W) 166282 Classification: Glass Fibre Moulding, Materials & Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 171 Name: S M A R T Answers Uk Ltd A12NW 895 - 479344 Location: 127a, Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166290 Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 171 Name: Spectraflare Sprayworks A12NW 895 - 479344 Location: 127a, Nash Grove Lane, Finchampstead, Wokingham, Berkshire, RG40 4HG (W) 166290 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 171 Name: J & M Autos A12NW 898 - 479341 Location: 127a, Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166287 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 172 Name: Brook House Restorations A12SW 962 - 479312 Location: Fir Cottage Rd, Finchampstead, Wokingham, Berkshire, RG40 4RY (W) 165840 Classification: Antiques - Repairing & Restoring Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Fuel Station Entries 173 Name: Inchcape Ford Workingham A13SW 0 - 480247 Location: 245, Finchampstead Road, Wokingham, Berkshire, RG40 3JS (SW) 166145 Brand: Gulf Premises Type: Petrol Station Status: Open Positional Accuracy: Manually positioned to the address or location Points of Interest - Commercial Services 174 Name: Inchcape Ford Workingham A13SW 0 5 480235 Location: 345 Finchampstead Road, Wokingham, RG40 3JS (W) 166151 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 174 Name: Quick Claim A13SW 37 5 480217 Location: 245 Finchampstead Road, Wokingham, RG40 3JS (SW) 166101 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 175 Name: Mike Gore & Sons A8SE 689 5 480390 Location: 59 Kiln Ride, Finchampstead, Wokingham, RG40 3PJ (S) 165448 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 175 Name: Mike Gore & Sons A8SE 689 5 480390 Location: 59 Kiln Ride, Finchampstead, Wokingham, RG40 3PJ (S) 165448 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 175 Name: D & M Autos A8SE 717 5 480377 Location: 61 Kiln Ride, Finchampstead, Wokingham, RG40 3PJ (S) 165418 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 29 of 39 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Commercial Services 175 Name: D & M Autos A8SE 717 5 480377 Location: D & M Autos 61, Kiln Ride, Finchampstead, Wokingham, RG40 3PJ (S) 165418 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 176 Name: Spectraflare Sprayworks A12NW 861 5 479379 Location: 127 Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166288 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 176 Name: S M A R T Answers UK Ltd A12NW 895 5 479344 Location: 127a Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166290 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 176 Name: J & M Autos A12NW 895 5 479344 Location: 127a Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166290 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 176 Name: J & M Autos A12NW 895 5 479344 Location: 127a Nash Grove Lane, Finchampstead, Wokingham, RG40 4HG (W) 166290 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 177 Name: R J Maslin A12SW 889 5 479352 Location: 3 Gilbert Way, Finchampstead, Wokingham, RG40 4HJ (W) 165979 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 177 Name: R Maslin Haulage A12SW 890 5 479352 Location: 3 Gilbert Way, Finchampstead, Wokingham, RG40 4HJ (W) 165978 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 177 Name: R J Maslin A12SW 904 5 479331 Location: 3 Gilbert Way, Finchampstead, Wokingham, RG40 4HJ (W) 166015 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 178 Name: Tank A13NE 150 5 480365 Location: RG40 (NE) 166314 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 179 Name: Think Ford Wokingham A13SW 0 5 480247 Location: 245 Finchampstead Road, Wokingham, RG40 3JS (SW) 166146 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 179 Name: Inchcape Ford Workingham A13SW 0 5 480247 Location: 245 Finchampstead Road, Wokingham, RG40 3JS (SW) 166145 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 180 Name: Play Area A18NW 715 5 480060 Location: Not Supplied (N) 166868 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 30 of 39 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Recreational and Environmental 180 Name: Play Area A18NW 718 5 480058 Location: Rowland Place, RG41 (N) 166870 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 181 Name: Playground A12NW 735 5 479541 Location: RG41 (W) 166425 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 182 Name: Playground A18NW 896 5 480045 Location: Not Supplied (N) 167050 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Recreational and Environmental 182 Name: Playground A18NW 896 5 480045 Location: Evendon'S Lane, RG41 (N) 167050 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Recreational and Environmental 183 Name: Play Area A7NW 961 5 479376 Location: St James Road, RG40 (SW) 165691 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 183 Name: Play Area A7NW 965 5 479372 Location: Not Supplied (SW) 165690 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 31 of 39 Sensitive Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Nitrate Vulnerable Zones 184 Name: Emm Brook Nvz A13SE 0 7 480263 Description: Surface Water (NE) 166155 Source: Environment Agency, Head Office Nitrate Vulnerable Zones 185 Name: Barkham Brook Nvz A13SW 77 7 480150 Description: Surface Water (W) 166155 Source: Environment Agency, Head Office
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Agency & Hydrological Version Update Cycle
Contaminated Land Register Entries and Notices Wokingham District Council - Environmental Health Department February 2013 Annual Rolling Update Hart District Council - Environmental Health Department January 2015 Annual Rolling Update Bracknell Forest Borough Council - Environmental Health Department November 2013 Annual Rolling Update Discharge Consents Environment Agency - Thames Region October 2017 Quarterly Enforcement and Prohibition Notices Environment Agency - Thames Region March 2013 As notified Integrated Pollution Controls Environment Agency - Thames Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - South East Region - Solent & South Downs Area October 2017 Quarterly Environment Agency - South East Region - West Thames Area October 2017 Quarterly Environment Agency - Thames Region October 2017 Quarterly Local Authority Integrated Pollution Prevention And Control Hart District Council - Environmental Health Department June 2014 Annual Rolling Update Wokingham District Council - Environmental Health Department June 2014 Annual Rolling Update Bracknell Forest Borough Council - Environmental Health Department May 2014 Annual Rolling Update Local Authority Pollution Prevention and Controls Hart District Council - Environmental Health Department June 2014 Annual Rolling Update Wokingham District Council - Environmental Health Department June 2014 Annual Rolling Update Bracknell Forest Borough Council - Environmental Health Department May 2014 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Hart District Council - Environmental Health Department June 2014 Annual Rolling Update Wokingham District Council - Environmental Health Department June 2014 Annual Rolling Update Bracknell Forest Borough Council - Environmental Health Department May 2014 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey September 2017 Pollution Incidents to Controlled Waters Environment Agency - Thames Region September 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - Thames Region March 2013 As notified Prosecutions Relating to Controlled Waters Environment Agency - Thames Region March 2013 As notified Registered Radioactive Substances Environment Agency - Thames Region January 2015 River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - South East Region - Solent & South Downs Area October 2017 Quarterly Environment Agency - South East Region - West Thames Area October 2017 Quarterly Environment Agency - Thames Region - South East Area October 2017 Quarterly Water Abstractions Environment Agency - Thames Region October 2017 Quarterly Water Industry Act Referrals Environment Agency - Thames Region October 2017 Quarterly Groundwater Vulnerability Environment Agency - Head Office April 2015 Not Applicable
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Agency & Hydrological Version Update Cycle
Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Bedrock Aquifer Designations British Geological Survey - National Geoscience Information Service August 2015 As notified Superficial Aquifer Designations British Geological Survey - National Geoscience Information Service August 2015 As notified Source Protection Zones Environment Agency - Head Office October 2017 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office November 2017 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office November 2017 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office November 2017 Quarterly Flood Water Storage Areas Environment Agency - Head Office November 2017 Quarterly Flood Defences Environment Agency - Head Office November 2017 Quarterly OS Water Network Lines Ordnance Survey October 2017 Quarterly Surface Water 1 in 30 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water 1 in 100 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water 1 in 1000 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water Suitability Environment Agency - Head Office October 2013 As notified BGS Groundwater Flooding Susceptibility British Geological Survey - National Geoscience Information Service May 2013 As notified
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Waste Version Update Cycle
BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Head Office October 2017 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - Thames Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - South East Region - Solent & South Downs Area October 2017 Quarterly Environment Agency - South East Region - West Thames Area October 2017 Quarterly Environment Agency - Thames Region - South East Area October 2017 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - South East Region - Solent & South Downs Area October 2017 Quarterly Environment Agency - South East Region - West Thames Area October 2017 Quarterly Environment Agency - Thames Region - South East Area October 2017 Quarterly Local Authority Landfill Coverage Bracknell Forest Borough Council - Environmental Health Department May 2000 Not Applicable Hampshire County Council - Minerals and Waste Planning May 2000 Not Applicable Hart District Council - Environmental Services May 2000 Not Applicable Wokingham District Council - Environmental Health Department May 2000 Not Applicable Local Authority Recorded Landfill Sites Bracknell Forest Borough Council - Environmental Health Department May 2000 Not Applicable Hampshire County Council - Minerals and Waste Planning May 2000 Not Applicable Hart District Council - Environmental Services May 2000 Not Applicable Wokingham District Council - Environmental Health Department October 2005 Not Applicable Potentially Infilled Land (Non-Water) Landmark Information Group Limited December 1999 Not Applicable Potentially Infilled Land (Water) Landmark Information Group Limited December 1999 Not Applicable Registered Landfill Sites Environment Agency - Thames Region - South East Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - Thames Region - South East Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - Thames Region - South East Area March 2003 Not Applicable
Hazardous Substances Version Update Cycle
Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive September 2017 Bi-Annually Explosive Sites Health and Safety Executive March 2017 Bi-Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Bracknell Forest Borough Council February 2016 Annual Rolling Update Hampshire County Council - Minerals and Waste Planning February 2016 Annual Rolling Update Hart District Council - Environmental Services February 2016 Annual Rolling Update Wokingham District Council February 2016 Annual Rolling Update Planning Hazardous Substance Consents Bracknell Forest Borough Council February 2016 Annual Rolling Update Hampshire County Council - Minerals and Waste Planning February 2016 Annual Rolling Update Hart District Council - Environmental Services February 2016 Annual Rolling Update Wokingham District Council February 2016 Annual Rolling Update
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 35 of 39 Data Currency
Geological Version Update Cycle
BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service January 2009 Not Applicable BGS Estimated Soil Chemistry British Geological Survey - National Geoscience Information Service October 2015 As notified BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service November 2017 Bi-Annually CBSCB Compensation District Cheshire Brine Subsidence Compensation Board (CBSCB) August 2011 Not Applicable Coal Mining Affected Areas The Coal Authority - Property Searches March 2014 As notified Mining Instability Ove Arup & Partners October 2000 Not Applicable Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service May 2015 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 As notified Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service July 2011 As notified Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service July 2011 As notified
Industrial Land Use Version Update Cycle
Contemporary Trade Directory Entries Thomson Directories November 2017 Quarterly Fuel Station Entries Catalist Ltd - Experian November 2017 Quarterly Gas Pipelines National Grid July 2014 Quarterly Points of Interest - Commercial Services PointX December 2017 Quarterly Points of Interest - Education and Health PointX December 2017 Quarterly Points of Interest - Manufacturing and Production PointX December 2017 Quarterly Points of Interest - Public Infrastructure PointX December 2017 Quarterly Points of Interest - Recreational and Environmental PointX December 2017 Quarterly Underground Electrical Cables National Grid December 2015 Bi-Annually
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Sensitive Land Use Version Update Cycle
Ancient Woodland Natural England October 2017 Bi-Annually Areas of Adopted Green Belt Bracknell Forest Borough Council November 2017 As notified Wokingham District Council November 2017 As notified Areas of Unadopted Green Belt Bracknell Forest Borough Council November 2017 As notified Wokingham District Council November 2017 As notified Areas of Outstanding Natural Beauty Natural England August 2017 Bi-Annually Environmentally Sensitive Areas Natural England January 2017 Annually Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England August 2017 Bi-Annually Marine Nature Reserves Natural England August 2017 Bi-Annually National Nature Reserves Natural England August 2017 Bi-Annually National Parks Natural England August 2017 Bi-Annually Nitrate Vulnerable Zones Environment Agency - Head Office December 2017 Bi-Annually Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) October 2015 Ramsar Sites Natural England August 2017 Bi-Annually Sites of Special Scientific Interest Natural England August 2017 Bi-Annually Special Areas of Conservation Natural England August 2017 Bi-Annually Special Protection Areas Natural England August 2017 Bi-Annually
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 37 of 39 Data Suppliers
A selection of organisations who provide data within this report
Data Supplier Data Supplier Logo
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
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 38 of 39 Useful Contacts
Contact Name and Address Contact Details
1 British Geological Survey - Enquiry Service Telephone: 0115 936 3143 Fax: 0115 936 3276 British Geological Survey, Kingsley Dunham Centre, Keyworth, Email: [email protected] Nottingham, Nottinghamshire, NG12 5GG Website: www.bgs.ac.uk
2 Environment Agency - National Customer Contact Telephone: 03708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY
3 Wokingham District Council - Environmental Health Telephone: 0118 974 6000 Department Fax: 0118 974 5053 Website: www.wokingham.gov.uk Council Offices, Shute End, Wokingham, Surrey, RG40 1BN
4 Ordnance Survey Telephone: 03456 05 05 05 Email: [email protected] Adanac Drive, Southampton, Hampshire, SO16 0AS Website: www.ordnancesurvey.gov.uk
5 PointX Website: www.pointx.co.uk 7 Abbey Court, Eagle Way, Sowton, Exeter, Devon, EX2 7HY
6 Natural England Telephone: 0300 060 3900 Email: [email protected] County Hall, Spetchley Road, Worcester, WR5 2NP Website: www.naturalengland.org.uk
7 Environment Agency - Head Office Telephone: 01454 624400 Fax: 01454 624409 Rio House, Waterside Drive, Aztec West, Almondsbury, Bristol, Avon, BS32 4UD
- Public Health England - Radon Survey, Centre for Telephone: 01235 822622 Radiation, Chemical and Environmental Hazards Fax: 01235 833891 Email: [email protected] Chilton, Didcot, Oxfordshire, OX11 0RQ Website: www.ukradon.org
- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk
Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.
Order Number: 153109098_1_1 Date: 16-Jan-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 39 of 39
www.gea-ltd.co.uk Site Plan Herts | 01727 824666 Notts | 01509 674888
Job Number Site Ford, 245 Finchampstead Road, Wokingham J18007
Client Think Ford Sheet 1 / 1 Engineer Mason Navarro Pledge
BH4 BH2
BH1
BH3
BH5
Approximate Scale in metres
0 10 20 30
GPR SURVEY OF THE SITE INCOMPLETE Geotechnical & Environmental Associates (GEA) is an engineer-led and client- focused independent specialist providing a complete range of geotechnical and contaminated land investigation, analytical and consultancy services to the property and construction industries.
We have offices at
Widbury Barn Widbury Hill Ware Hertfordshire SG12 7QE tel 01727 824666 [email protected]
Church Farm Gotham Road Kingston on Soar Notts NG11 0DE tel 01509 674888 [email protected]
Enquiries can also be made online at www.gea-ltd.co.uk where information can be found on all of the services that we offer.