Supporting Statement

SUPPORTING STATEMENT

Planning application for an electricity battery storage facility at Plot 6, Bristol Road, Gloucester, Gloucestershire, GL2 5YA

Prepared by:

UK Energy Reserve Limited 6th Floor, Radcliffe House, Blenheim Court, Solihull, West Midlands, B91 2AA.

Company no. 10260309 Dated August 2016

Contents Appendices (Separately Attached)

1. Introduction A. Location Plan Ref: 16052/101: v2a

2. Proposed Development Rationale B. Site Plan Ref: 16052/102: v3

3. Site Selection C. Elevation and Block Plans Ref: 16052/103: Rev 1

4. Proposed Development Description D. Acoustic Report

5. Development Phases E. Ecological Constraints Appraisal

6. Access and Movement F. Contaminated Land Assessment

7. Supporting Environmental Information G. Heritage Constraints Appraisal

8. Conclusion H Flood Risk Assessment

9. Glossary of Terms

1. INTRODUCTION

1.1 This Supporting Statement has been prepared for a full planning application to be submitted by UK Energy Reserve Limited (the “Applicant” or “UKER”) for an electricity battery storage facility at Plot 6, Bristol Road, Gloucester, Gloucestershire, GL2 5YA (the “Proposed Development Site”).

1.2 In June 2016, the Energy and Climate Change Committee published their Low Carbon Network Infrastructure Report. This recommended the rapid roll-out of battery storage in order to support the development of a low carbon economy. The purpose of the Proposed Development will be to contribute to this national programme to provide cost effective, flexible energy during peak electricity periods. It will also provide local energy security as, unlike national energy generation, it will feed electricity into the local electricity network at the point of need thereby ensuring that the lights stay on for local residents and businesses.

2. PROPOSED DEVELOPMENT RATIONALE

Need for the development

2.1 UKER proposes that the principal use of the Proposed Development Site will be to provide a facility which will store electricity at times or surplus and release electricity at times of peak demand. The storage facility will operate through a series of containerised units. Within the units will be large battery cells that convert electricity into electrochemical energy that is then stored, before being converted back to electricity for exporting into the local distribution network.

2.2 Ofgem, DECC and National Grid have been working together to implement options that will provide consumers with additional safeguards against the increased risk to mid-decade security of supply. There are two types of reserve services employed by National Grid: demand side balancing reserve and supplemental balancing reserve. They were developed to support system balancing by enabling National Grid to access additional reserve, held outside of the market.  Demand side balancing reserve (DSBR): provides an opportunity for large consumers or owners of small embedded generation to earn revenue by contracting to reduce demand or provide generation when required. During winter 2015/16, the service was available between 4pm and 8pm on weekday evenings between November and February.  Supplemental balancing reserve (SBR): a balancing service where generators make their power stations available between 6am and 8pm on weekdays between November and February, when they will otherwise be closed or mothballed.

2.3 National Grid has a target to operate with a reserve of 20% in order to accommodate sudden peaks in demand, during the Winter 2015/16 this reserve capacity was as low as 5.1% and is predicted to drop to between 1-2% during Winter 2016/17 with a very real risk of power blackouts1.

2.4 The electricity margin has been described as ‘tight but manageable’ by National Grid who were forced to issue a Notification of Inadequate System Margin (NISM) in May 2016, calling for an increase in power supply to meet demand. This is the second

1 National Grid Winter Review 2016 May 2016

NISM in 6 months, following a similar notification in November 2015. Before that a NISM had not been issued since 2012, and before that in 2009. The increase use of this mechanism demonstrates the narrowing buffer between demand and available supply and reinforces the need for this Proposed Development.

2.5 It is proposed that the storage facility will participate in the National Grid’s DSBR programme. This provides balance to the National Grid during unexpected periods of high demand for electricity or where there are constraints on electricity generation available in England and Wales. National Grid will call upon an electricity generator such as UKER to release the stored electricity from its assets on demand under this programme through projects such as the one subject of this planning application.

Benefits of the Proposed Development

2.6 The International Renewable Energy Agency (IRENA) is an intergovernmental organisation that supports countries in their transition to a sustainable energy future, and serves as the principal platform for international cooperation, a centre of excellence, and a repository of policy, technology, resource and financial knowledge on renewable energy.

2.7 In 2015 IRENA reported on the outlook for battery storage. In simple terms, as an electricity system increases its reliance on generation from variable resources such as wind and solar, additional measures should be used to keep the supply and demand of electricity balanced. One such measure is through the storage of energy. Energy storage consists of a suite of technologies at various stages of development. The most mature energy storage technology is pumped hydropower, generally utilised for

longer periods of charge and discharge (multiple hours). Pumped hydropower represents the vast majority (99%) of storage in use...It is economically and technically proven throughout the world. By contrast, battery storage is a new market development.2

2.8 Batteries store energy chemically. They can mitigate fluctuations in electricity supply and demand. However IRENA noted that there are barriers to their use in the mainstream, including: financial, technological and regulatory.

2.9 Nonetheless, the applicants are committed to delivering battery storage in the UK; the application site is one of two selected for UK Energy Reserve’s first tranche of battery developments.

2.10 In June 2016, the Energy and Climate Change Committee published their Low carbon network infrastructure report. The Committee recommended that Government proceeds urgently with measures to assist with the roll-out of battery storage (paragraph 64). They also reported that:-

“Storage technologies should be deployed at scale as soon as possible.”3

2.11 It is evident that the development of battery storage will aid the UK’s transition to a low carbon economy, and will help enable more renewable energy generation to be installed whilst reducing risks of electricity supply and demand not being balanced.

2 Battery storage for renewables: market status and technology outlook (IRENA, 2015), page 4 3 Low carbon network infrastructure (House of Commons Energy and Climate Change Committee, 2016), paragraph 67

2.12 This will deliver environmental benefits as the UK continues to adapt and address the consequences and causes of climate change.

2.13 Measures to balance the electricity system also provide economic benefits, by virtue of underpinning the supply of power, providing a reserve of energy that can be supplied to the distribution network at times of need and overall supporting local businesses and properties that are reliant on security of supply.

2.14 The social benefits associated with the development are not only helping to secure the supply of electricity to consumers, but also through the incorporation of new technologies in a pioneering manner. If the UK is to become not only a greener economy but a greener society, storage of energy will need to be developed further.

2.15 It is acknowledged that this Proposed Development would not create significant levels of direct employment. However, the battery storage programme could generate up to 2 new jobs across the south west region for field service engineers, as well as temporary employment for the construction contractors and their employees. In addition the Proposed Development will support existing and new local businesses and future job creation by providing electricity during periods of peak electricity demand and ensuring that they are not subject to electricity blackouts.

UK Energy Mix

2.16 The UK energy generation mix is changing as more renewables are integrated into the mix and large fossil fuelled power stations face closure due to environmental legislation or challenging economics. This creates an issue of managing a safe and secure power supply for the nation and as the energy generation mix changes so do the electricity margins (these margins being the differences between the energy which is needed to meet peak demand and the energy that is actually available).

2.17 In 2001 the EU issued the Large Combustion Plant Directive (“LCPD”) which was introduced to reduce carbon output. Under the LCPD most UK coal fired power stations are required to close in the next few years, and all affected stations by at least 2025.

2.18 The retirement of the life expired nuclear generation power stations is also scheduled to occur over the same period as the closure of the large coal fired stations. The programme for completion of replacement nuclear stations is well behind schedule. In addition, the increasing size of these new nuclear power stations increases the impact of any short term loss of capacity at a particular facility. The prospect of a reduced capacity margin in the UK is therefore very high and there is an even greater requirement for rapid response, reserve power.

2.19 Wind farms and solar parks do not have predicable outputs. Both wind and solar are inherently intermittent as generators and are not a ‘like for like’ replacement for the retired coal (and nuclear) base load generation. Again, this means an enhanced requirement for a flexible, fast acting response from other types of energy generation and storage, in order to meet demand.

2.20 There is therefore a real challenge to security of supply due to closure of the coal fired power stations, the delay in replacing the nuclear fleet and the unpredictability of output of renewable energy (wind and solar).

2.21 A key feature of battery storage is that it is generally only used at times of ‘stress’ on the network, which are very infrequent – typically less than 300 hours per annum. Battery storage is the last line of defence to prevent serious power fluctuations and potential blackouts4. In these circumstances power will be fed into the local grid and local businesses and residents will be able to make use of the Applicant’s power to keep the lights on.

4 National Grid: Operating the Electricity Transmission Systems in 2020; Follow Up Report; February 2010

3. SITE SELECTION

3.1 A number of factors beyond planning need to be considered in selecting a Proposed Development Site. These include but are not limited to:  proximity to available 33kV electricity network;  commercially available land;  proximity to residential uses; and  other physical land constraints.

3.2 Electricity networks in the UK were originally designed to support centralised power generation feeding outwards to meet local demand loads. A number of technical factors limit the opportunity to connect local storage, each case is location specific and treated individually by the local electricity network operator.

3.3 Our storage sites are economically constructed in the range of 10MW to 20MW electrical output. Electricity networks will typically accept 10MW to 20MW only on the 33kV ‘level’ of the local network.

3.4 The Proposed Development Site was chosen for its proximity to the Western Power Distribution substation which provides access to the local network without having to build major infrastructure, keeping connection costs to an acceptable level.

3.5 The site is brownfield, which reduces the impact on available land and provides a more acceptable planning use on a redundant site, which will otherwise remain vacant. The site is designated as a site for employment land but has remained undeveloped and vacant since the demolition of the gas holders in the late 1960s. It is located approximately 80m from the nearest residential receptor. This is considered in further detail in the Planning Statement.

3.6 This combination of factors means that the Proposed Development Site is a viable economic option for the Gloucester area, helping to improve the security of electricity supply for local residents and businesses.

4. PROPOSED DEVELOPMENT DESCRIPTION

Proposed Development Site

4.1 The Proposed Development Site is located at Plot 6, Bristol Road, Gloucester, Gloucestershire, GL2 5YA. The site is accessed via an existing site access on Bristol Road.

4.2 The Proposed Development Site has an area of approximately 0.33 hectares and is outlined in red on the accompanying Location Plan Ref: 16052/101: Rev 2a at Appendix A.

4.3 The Proposed Development Site is situated approximately 80m west of the residential properties on Betjeman Close. It is not anticipated that the Proposed Development will have any significant impact on this property or any other residential property in the vicinity. Figure 1: 16052/101 Rev 2a: Location Plan 4.4 The Proposed Development Site is a brownfield site within a larger brownfield site (ex gas works) with the south western border being adjacent to a service road and beyond a large car park and industrial building. There is no vegetation, waterbodies or structures on site.

Proposed Development

4.5 The Proposed Development will consist of 10 containerised units together with the ancillary infrastructure as set out below. The layout is shown in the accompanying Site Plan Ref: 16052/102: v3 at Appendix B, and Elevation Drawing Ref: 16052/103: v1 at Appendix C.

Component Project Description

Battery Containers

4.6 The Proposed Development consists of 10 containerised units to produce standby electricity storage for National Grid.

4.7 Each proposed unit will consist of a soundproof metal container and set out as shown on the site plan (Ref: 16052/102 v3). Each container will be approximately 12.2m x 3.0m x 3.5m and will be finished in a matt fern green, similar to RAL6025.

4.8 The batteries will be served by a supply of electricity that is maintained at a constant level of charge in order to meet the National Grid’s requirements. Electricity will also flow out of the battery in a similar manner.

4.9 Within the facility are sealed battery cells, in which electrochemical storage takes place. This uses a lithium ion compound within the sealed cells. No further chemicals are required.

4.10 Ventilation is required via cooling fans to maintain the temperature at approximately 20 degrees Celsius. These will be located at ground level adjacent to the container unit.

4.11 The energy within the batteries can be stored indefinitely; the anticipated battery life is however five years. The proposal incorporates relatively new technology at this scale and it is expected that future technological enhancements will drive more efficient and effective storage.

Auxiliary transformer compound

4.12 The auxiliary transformer will supply electricity to the on-site equipment for the monitoring and welfare facilities.

4.13 The transformer will be located within a secure compound which will be fenced and set out as follows. The overall dimensions of the compound will be approximately 10.8m x 6.8m with a maximum height of 4.0m. The equipment will be finished in a matt grey colour, similar to RAL7036 and will be surrounded by a standard vehicle crash barrier.

4.14 The Proposed Development Site will import and export electricity via an underground cable connected to the substation of the local District Network Operator, (Western Power Distribution).

Control and Welfare, Electrical and Secure Storage and Workshop Portacabins

4.15 The portacabin style buildings will provide ancillary facilities for the field engineer and any other visitors when on site. It will consist of three buildings. The HV/LV switch room will be 12.2m x 3.8m x 3.2m and placed on 1.8m stilts. Two further buildings will provide control and workshop facilities, each will be approximately 6.1m x 2.4m x 3.2m. The control room will be on 1.8m stilts. The finish of these buildings will be matt fern green, similar to RAL6025.

Security Fencing

4.16 The security fencing will seek to ensure that the facility remains secure at all times. This will be a 2.4m high paladin style fence and will be finished in matt fern green, similar to RAL6025. The internal fencing for the transformer compounds will be approximately 1m in height and will be a standard galvanised steel vehicle crash barrier similar to those seen on the highways.

Drainage

4.17 Surface water will drain to the existing drainage system via an interceptor. The on-site toilet will discharge to an above ground septic tank.

Lighting

4.18 Lighting for the exterior of the site will be in use only when operatives are on site. At all other times there will be no external illumination. The lighting design will comply with the requirements of Table 2 of the ‘Guidance Notes for the Reduction of Obtrusive Light GN01: 2011’ published by the Institution of Lighting Professionals. Light fittings will be selected and located to minimise external light impact whilst providing protection and security for on-site staff.

Waste

4.19 There is no waste material associated with the operation. Any on site waste will be collected by an approved waste disposal contractor. This waste will be limited to packaging materials for consumables and maintenance waste. The manufacturer of the battery cells will be able to recycle the cells once they have reached the end of their use.

5. DEVELOPMENT PHASES

5.1 The development of the site can be split into three discrete phases:

Phase 1: Construction The construction period for the development is expected to last up to 14-weeks and consist of 4 tasks; ground works, infrastructure installation, equipment installation and testing and commissioning. Proposed vehicle movements are set out later in this report.

Phase 2: Operation The site will operate on an unmanned basis with ad hoc visits from field service engineers for check-ups and maintenance during normal working hours. The electricity storage facility will be remotely operated and monitored by National Grid and UKER at their respective head offices (UKER’s head office being 6th Floor Radcliffe House, Blenheim Court, Solihull, B91 2AA). In cases of unexpected facility operational issues the site may be visited outside of these hours.

Phase 3: Decommissioning It is anticipated that, upon termination of the storage licence, the containers, batteries and infrastructure will be removed and the site reinstated prior to hand back to the landowner. This will be agreed with the landowner prior to the end of the storage licence.

6. ACCESS AND MOVEMENT

6.1 The site is accessed via an existing site access on Bristol Road.

6.2 The construction period is expected to last up to 14-weeks and consist of 4 tasks; ground works, infrastructure installation, equipment installation and testing and commissioning. The installation of the equipment will be enabled by crane and other specialist equipment and this process is anticipated to take four months. It will be undertaken by expert contractors approved by UKER.

6.3 All construction vehicles will be able to enter and exit the site by the use of forward gears. Scheduling of deliveries will ensure that no vehicles will be required to park on the public highway.

6.4 During operation the site will operate on a remote controlled, unmanned basis. The site will be visited once per week by a field service engineer using a small commercial van. Parking for the Applicant’s field service engineers, and approved contractors, who will visit the site on an irregular, ad-hoc basis, will be on site with the provision of two car parking spaces.

6.5 This Proposed Development will not have an adverse effect on the local highway network as traffic movements to and from the site will be minimal during operation.

7. SUPPORTING ENVIRONMENTAL INFORMATION

7.1 The potential impact from the Proposed Development Site on surrounding communities, is the key factor that UKER has considered greatly in preparing this planning application.

7.2 It is acknowledged that local perception in relation to developments of this nature could sometimes be less than positive. It is therefore essential to effectively demonstrate that the Proposed Development Site should become a trusted and beneficial component of the infrastructure of the local community. In order to achieve this a comprehensive schedule of works is carried out, in order to measure any potential adverse impacts arising and to further demonstrate how this will be managed sustainably going forward.

7.3 The full acoustic report is included at Appendix D. In summary, noise from the proposed development at Bristol Road has been modelled, and noise levels have been calculated to be around 35 dBA at the closest exposed residential receptors which is - 1dBA below the existing night time background levels. Noise levels at the nearest residences will be -10dBA below the BS8233 and -5dBA below the WHO criteria for sleep disturbance. Therefore, it can be concluded that the proposed plant is unlikely to give rise to disturbance.

7.4 The Proposed Development would not involve any processes which involve emissions to air and therefore no further assessment has been undertaken.

7.5 An ecological constraints appraisal has been undertaken to review the ecological value of the Proposed Development Site and is contained at Appendix E. In summary, the Proposed Development Site is a brownfield site consisting of an area of hard standing interspersed with trees and scrub that has very limited potential to support any protected species. The Proposed Development will not affect any habitats or designated sites in the surrounding area. Therefore, there is no requirement for further surveys.

7.6 A Phase 2 Contaminated Land Assessment was undertaken for the adjacent standby electricity generation facility but this covers this Proposed Development Site. This is included in Appendix F. In summary, the appraisal found that due to the potentially contaminative land uses recorded both onsite and in close proximity, there is a moderate likelihood of significant ground contamination beneath the site. The creation of pathways is likely to be limited as there is minimal ground intrusive works to be completed.

7.7 Appendix H includes a Heritage Constraints Appraisal. This is an area of land that has been used as industrial land since before 1884. Given this history and use, the likelihood of the development disturbing archaeological remains or artefacts is very low. The Council currently do not designated the area as an archaeological site albeit with the sites proximity to other local archaeological and historical features. Taking this into account there are no significant archaeological factors that would result in a recommendation for further desk based study for this development.

7.8 The Proposed Development would be located within an area identified on the Environment Flood Risk mapping as being Flood Risk Zone 2/3a. An assessment of the land within the ownership of the applicant shows that the majority of land is within Zone 2/3a and other constraints, including residential amenity, has resulted in the choice of the proposed location. The Proposed Development would be classed as a minor development, has been designed to be flood resilient and would not have a negative impact on nearby watercourses or their maintenance and therefore is unlikely to raise significant flood risk issues.

8. CONCLUSION

8.1 This Proposed Development will be to contribute to a national programme to fulfil demand for energy during peak electricity periods. This Proposed Development will provide local benefits through energy security as, unlike national energy generation, it will feed electricity into the local electricity network at the point and time of requirement thereby ensuring that the lights stay on for local residents and businesses.

8.2 UK Energy Reserve is the UK’s leading independent developer and operator of smart, flexible power generation. As a leading independent smart energy business, UK Energy Reserve has a proven track record of safely, reliably, and successfully operating a geographically-diverse portfolio of assets dedicated solely to providing the UK with critical security of supply.

8.3 The technology proposed is the Best Available Technology “BAT” as recognised by Environment Agency for the purpose electricity storage and being connected to the network at the point of use offers demonstrable efficiency improvements over non-distributed current standby generation.

8.4 The programme could generate up to 2 new jobs across the north west region for field service engineers, as well as employment for the construction contractors and their employees. In addition the Proposed Development will support existing and new local businesses and future job creation by providing electricity during periods of peak electricity demand and ensuring that they are not subject to electricity blackouts.

8.5 All car parking and deliveries will use the existing site access provision. During construction vehicle movements will be kept to a minimum to ensure there is no adverse impact to the local road network or its users. During normal operation the site will be unmanned, however field service engineers will visit the site on an ad hoc basis to undertake general maintenance.

8.6 Through the provision of supporting studies the applicant has demonstrated that the environmental impacts in relation to noise ecology and visual impact will not be significant on the environment or local residents and therefore, as set out in the Planning Statement, the development conforms with local and national planning policy or demonstrates why there are material planning considerations why a departure is deemed appropriate.

8.7 The project has been approved by OFGEM, National Grid and Electricity North West as the relevant DNO. As such UKER, as the applicant, will respectfully suggest that this Supporting Statement has demonstrated that there are no significant adverse environmental impacts and that there are material considerations that should enable Gloucester City Council to approve this planning application.

9. GLOSSARY OF TERMS

Balancing Mechanism: One of the tools National Grid uses to balance electricity supply and demand close to real time. It is needed because electricity cannot be stored and must be manufactured at the time of demand. Where National Grid predicts that there will be a discrepancy between the amount of electricity produced and that which will be in demand during a certain time period, they may accept a ‘bid’ or ‘offer’ to either increase or decrease generation (or consumption). The balancing mechanism is used to balance supply and demand in each half hour trading period of every day.

Best Available Technology (“BAT”): Best available technology (or just BAT) is a term applied with regulations on limiting pollutant discharges with regard to the abatement strategy. Similar terms are best available techniques, best practicable means or best practicable environmental option. The term constitutes a moving target on practices, since developing societal values and advancing techniques may change what is currently regarded as "reasonably achievable", "best practicable" and "best available".

Capacity Market: A new market introduced by the National Grid and which has as its objective the securing of future capacity to meet the UK’s capacity requirements for years to come. The Capacity Market is designed to cost effectively bring forward the amount of capacity needed to ensure security of electricity supply. It will do this by correcting market failures and providing a predictable revenue stream to capacity providers. The level of revenue will be set through a competitive auction process and in return for payment successful providers must commit to deliver energy when needed or they will face penalties.

Department for Energy and Climate Change (DECC): A government department created on 3 October 2008 to take over some of the functions related to energy from the Department for Business, Enterprise and Regulatory Reform and those relating to climate change from the Department for Environment, Food and Rural Affairs. DECC is led by the Secretary of State for Energy and Climate Change, currently the Rt Hon Ed Davey MP.

District Network Operator (DNO): Distribution Network Operators own and operate the distribution network of towers and cables that bring electricity from our national transmission network to homes and businesses. They do not sell electricity to consumers. This is done by the electricity suppliers.

Electricity Market Reform (EMR): The Department for Energy and Climate Change’s statutory consultation on the government’s preferred electricity market framework. The Government sees nuclear, renewables and carbon capture and storage (CCS) as essential elements of the UK low carbon electricity mix needed to achieve its energy and climate policy goals. It recognises that to deliver this new low carbon generation with stable, predictable and transparent returns, a redesign of the market mechanism is required. As a result the EMR was launched in December 2010. The EMR is specifically targeted at addressing investor criteria, to make the UK an attractive place for energy investments.

Embedded Generation: The generation of electricity from small energy sources. The UK predominantly generates electricity in large centralised facilities, such as fossil fuel (coal, gas powered), nuclear, large solar power plants or hydropower plants. These plants have excellent economies of scale, but usually transmit electricity long distances which can negatively affect the environment. Embedded generation allows the collection of energy from many sources and can give lower environmental impacts and improved security of supply.

Green Deal: The Green Deal is UK government policy. It was given a 'soft' launch by the Department for Energy and Climate Change on 1 October 2012 to permit loans for energy saving measures for properties in Great Britain and was officially launched in January 2013. These measures were designed to enable consumers to benefit from energy efficient improvements to their home. The loans are repaid through energy bills and transfer with the property rather than those who took out the loan.

Large Combustion Plant Directive (LCPD): In 2001 the EU issued the Large Combustion Plant Directive (LCPD) which was introduced to reduce carbon output. Under the LCPD most UK coal fired power stations are required to close in the next few years, and all affected stations by at least 2016.

National Energy Policy: The current energy policy of the United Kingdom is set out in the Energy White Paper of May 2007 and Low Carbon Transition Plan of July 2009, building on previous work including the 2003 Energy White Paper and the Energy Review Report in 2006. It is led by the Department for Energy and Climate Change. The current focus of policy is on reforming the Electricity Market, rolling out smart meters and improving the energy efficiency of the UK building stock through the Green Deal.

National Grid: The National Grid is the high-voltage electric power transmission network in Great Britain, connecting power stations and major substations and ensuring that electricity generated anywhere in England, Scotland and Wales can be used to satisfy demand elsewhere.

Ofgem: The Office of Gas and Electricity Markets, supporting the Gas and Electricity Markets Authority (GEMA), is the government regulator for the electricity and downstream natural gas markets in Great Britain. It was formed by the merger of the Office of Electricity Regulation (OFFER) and Office of Gas Supply (Ofgas).

Short Term Operating Reserve or STOR: The National Grid’s Short Term Operating Reserve (STOR) provides balance to the National Grid during unexpected periods of high demand for electricity or where there are constraints on electricity generation available in England and Wales.

2007 Energy White Paper: The 2007 Energy White Paper: Meeting the Energy Challenge was published on 23 May 2007. The paper outlines the Government’s international and domestic strategy for responding to two main challenges:

 cutting carbon emissions to tackle global warming  ensuring secure, clean and affordable energy as imports replace declining production from North Sea oil and gas

Key: Scale: Bristol Road, 1:5000 at A4 Gloucester, Development Area (0.33Ha): Gloucestershire, Drawing: 6th Floor, Radcliffe GL2 5YA [16052.101](Bristol Road) Location House, Blenhelm Court, Plan (Rev.2a) Solihull, West Midlands, B91 2AA Description: Location Plan Date: Drawn By: 25/08/2016 DB

Reviewed By:

Plan not to be used for Revision: 2a construction Plot 6, Bristol Road, Gloucester, Gloucestershire, GL2 5YA N Description: Existing Site Plan

Key:

2.4m High Palisade Fence:

Ground suitable for commercial vehicles:

Concrete Slab:

Revision: 1

Scale: 1:500 @ A3

Drawing: [16052.102.1](Bristol Road) Existing Site Plan (Rev.1)

Date: 08/07/2016

Drawn By: ND

Reviewed By: DB

Plan not to be used for construction

Tanks

6th Floor, Radcliffe House, Blenhelm Court, Solihull, West Midlands, B91 2AA Plot 6, N Bristol Road, Gloucester, Gloucestershire, GL2 5YA

Description: Existing Site Plan

Key: Development Area (0.33Ha):

2.4m High Security Fence:

1.8m High Security Fence:

Ground suitable for commercial vehicles:

Concrete Slab:

Revision: 3

Scale: 1:500 @ A3

Drawing: [16052.102](Bristol Road) Site Plan (Rev.3)

Date: 26/08/2016

Drawn By: DB

Reviewed By:

Plan not to be used for construction

Tanks

6th Floor, Radcliffe House, Blenhelm Court, Solihull, West Midlands, B91 2AA Bristol Road, Gloucester, Gloucestershire, GL2 5YA

Description: Proposed Elevations and Block Plan of Specific Site Components

Revision 1

Scale: 1:200 @ A3

Drawing: [16052.103.1](Bristol Road Batteries) Elevations and Block Plan (Rev.1)

Date: 08/07/2016

Drawn By: DB

Reviewed By: ND

Plan not to be used for construction

UK Power Reserve

6th Floor, Radcliffe House, Blenhelm Court, Solihull, West Midlands, B91 2AA Bristol Road, Gloucester, Gloucestershire, GL2 5YA

Description: Proposed Elevations and Block Plan of Specific Site Components

Revision 1

Scale: 1:250 @ A4

Drawing: [16052.103.2](Bristol Road Batteries) Elevations and Block Plan (Rev.1)

Date: 08/07/2016

Drawn By: DB

Reviewed By: ND

Plan not to be used for construction

6th Floor, Radcliffe House, Blenhelm Court, Solihull, West Midlands, B91 2AA Bristol Road Noise Assessment UK Energy Reserve Ltd August 2016

PROPOSED ENERGY STORAGE FACILITY

PLOT 6 BRISTOL ROAD

Gloucester, GL2 5YA

PLANNING NOISE ASSESSMENT

for

UK ENERGY RESERVE LTD

AUGUST 2016

1 TA Enviro CA1023/14 Bristol Road Noise Assessment UK Energy Reserve Ltd August 2016

1 INTRODUCTION

1.1 Instruction

TA Enviro Ltd (TAE) has been instructed by UK Energy Reserve Limited (UKER) to undertake a noise assessment for the proposed Energy Storage Facility at Plot 6, Bristol Road, Gloucester, GL2 5YA.

The proposed development will have energy storage batteries housed within containers. Each container has two cooling units and two small step-up transformers. The site also has a mains transformer and an auxiliary transformer. The batteries store energy which is then released to the grid during periods of demand. The fans and transformers are assumed to operate continuously. The cooling units have been specified to be low noise models. The layout of the site positions the main transformer furthest from noise sensitive properties and uses ancillary buildings such as the Control Room and Store Room to provide shielding.

UK Energy Reserve has planning consent for a Short Term Operating Reserve facility (STOR), located immediately south west of the development site. This noise assessment has considered the predicted noise levels from the consented and proposed development modelled independently and simultaneously of each other.

The consented UKER STOR facility will have 10 number 2MW gas powered engines, each housed in acoustic clad containers fitted with silencers. The facility is of a stand by nature, being called upon to produce electricity when required, typically for a period of around 0.5 to 1.5 hours at a time.

The development is shown on the following drawings: Development Boundary Area Plan Ref: 16052.101, Layout Plan Ref: 16052.102 and Elevation Plan Ref: 16052.103.

1.2 Objectives

The assessment considers the impact of new noise sources of the proposed facility on the surrounding environment.

1.3 Regulatory Framework

The noise issues relating to the proposed development have been considered with reference to the following documents:

1.3.1 National Planning Policy Framework

The National Planning Policy Framework (NPPF) (published March 2012) has replaced Planning Policy Guidance (including PPG 24: Planning and Noise) as the means by which noise is considered within the planning regime. The NPPF does not contain assessment criteria, instead providing a series of policies, giving local authorities the flexibility in meeting the needs of local communities. The NPPF states:

The planning system should contribute to and enhance the natural and local environment by ‘preventing both new and existing development from contributing to or being put at unacceptable risk from, or being adversely affected by unacceptable levels of .noise pollution’.

2 TA Enviro CA1023/14 Bristol Road Noise Assessment UK Energy Reserve Ltd August 2016

Planning policies and decisions should aim to

 avoid noise from giving rise to significant adverse impacts on health and quality of life as a result of new development;  mitigate and reduce to a minimum other adverse impacts on health and quality of life arising from noise from new development, including through the use of conditions;  recognise that development will often create some noise and existing businesses wanting to develop in continuance of their business should not have unreasonable restrictions put on them because of changes in nearby land uses since they were established; and  identify and protect areas of tranquillity which have remained relatively undisturbed by noise and are prized for their recreational and amenity value for this reason.

1.3.2 BS 7445-1:2003 - Description and measurement of environmental noise. Guide to quantities and procedures

The three-part standard BS 7445 provides the framework within which environmental noise should be quantified. Part 1 provides a guide to quantities and procedures and Part 2 provides a guide to the acquisition of data pertinent to land use. Part 3 provides a guide to the application of noise limits.

BS 7445 also refers to a further standard, BS EN 61672, which prescribes the equipment necessary for such measurements. Whilst BS 7445 does not prescribe the meteorological conditions under which noise measurements should or should not be taken, it recommends that in order to ‘facilitate the comparison of results (measurements of noise from different sources), it may be necessary to carry out measurements under selected meteorological conditions which are reproducible and correspond to quite stable propagation conditions’.

These conditions include:

 Wind speed not exceeding 5 m/s (measured at a height of 3 to 11 m above the ground);  No strong temperature inversions near the ground; and  No heavy precipitation.

1.3.3 BS 4142:2014 Methods for rating and assessing industrial and commercial sound

BS4142 provides a methodology for assessing industrial noise against ambient background noise levels. A comparison of the difference between the background and rating levels (the noise from the identified industrial source), with additional correction, as predicted at the nearest residential receptor using methodology provided within ISO 9613) indicates the likelihood of complaint; the greater the difference the greater the likelihood of complaints:

 A difference of around +10 dB or more indicates significant adverse impact  A difference of around +5 dB indicates adverse impact  A difference of 0dB indicates low impact

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1.3.4 World Health Organisation (WHO) Night Noise Guidelines for Europe

In 2009 the WHO produced the Night Noise Guidelines (NNG) for Europe which extended and updated some of the guidance levels specified in the previous WHO Guidelines for Community Noise (1999). The NNG concludes that after considering the scientific evidence on the thresholds of night noise exposure the Lowest Observed Adverse Effect Level (LOAEL) target sound pressure level outside during night (Lnight,outside) should be 40 dB to protect the public, specifically vulnerable groups such as children, the chronically ill and the elderly. An Lnight outside value of 55 dB is recommended as an interim target for the countries where the NNG cannot be achieved in the short term for various reasons, and where policy-makers choose to adopt a stepwise approach.

1.3.5 BS 8233:2014 Guidance on sound insulation and noise reduction for buildings

The potential impact of the proposed development on occupiers of the neighbouring houses, industrial units and offices has been assessed with reference to BS8233:2014. The following design guides have been used:

 Bedrooms for sleeping: design guide of 35 dB during the day and 30 dB at night (2300 to 0700)

The noise reduction afforded by a partially open window of 15 dBA has been assumed.

2 BASELINE NOISE ENVIRONMENT

2.1 Site Location and receptors

The location is shown on Drawing 16052.101

The site is located on a former industrial site which is now being redeveloped. Plot 6 is currently used as an area of open storage. To the north, west and south of the site is a large industrial estate which extends along the eastern bank of the Sharpness-Gloucester canal. The industrial estate has commercial and industrial uses. Top the east of the site is an area of open space and playing fields with a residential area beyond.

The nearest residences chosen to represent noise sensitive receptors are:

 Betjeman Close – 80m east of the site  Shakespeare Avenue – 100m east of site

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3 NOISE ASSESSMENT

A review of ordnance survey mapping and aerial photographs was undertaken to identify current noise sources affecting the local area, the nearest noise sensitive receptors to the site.

3.1 Scope of work

The assessment has been undertaken to the following scope of work:

 Background noise measurements on the site  Noise propagation prediction calculations  Assessment of the proposals in accordance with British Standard 4142: 2014 and BS8233:2014

3.2 Potential receptors

The existing noise sensitive receptors which have the potential to experience adverse noise effects are primarily residential dwellings shown on Figure 1.

Figure 1: Background monitoring and receptor location map

3.3 Background noise monitoring

An unattended noise survey was undertaken on site starting at 19.48 on 1 August 2014. Observations of the dominant noise sources were recorded during equipment set up and dismantling.

A B and K 2250 sound level meter conforming to Class 1 as defined by BS EN 61672: Part 1, 2003. Measurements were undertaken in accordance with BS7445: Part 1, 2003. The microphone height was 1.5 metres above ground level and more than 3.5 metres from any reflecting surfaces other than the ground. 5 TA Enviro CA1023/14 Bristol Road Noise Assessment UK Energy Reserve Ltd August 2016

The meter was field calibrated before and after the survey by applying an acoustic calibrator, conforming to the latest version of BS EN 60942:2003 – no significant deviation was found. Battery levels were checked upon completion of the survey and were within acceptable operating levels.

Calibration certificates are included in Appendix 1.

A summary of the noise levels are included as Appendix 2. The lowest noise level recorded was 36.5 dBA LA90.

3.4 Operational Noise Modelling

A noise model of the proposed facility has been prepared in Noise3D, a computational noise mapping tool which uses the methodology in ISO 9613:1996 to calculate industrial noise.

3.4.1 Consented STOR Facility

An acoustic report was produced for Cummins Power Generation by Hunter Acoustics (3 June 2016 ref 3778/GUP1-Rev 3) detailing the equipment and predicted noise levels from the development. A model was created using the data from this report based on 10 x 2MW Gas engines operating within acoustic enclosures with silencers fitted to exhausts operated at 20 degrees centigrade. The results are shown in Table 1.

Table 1: Consented STOR facility Noise modelling results (values shown in dBA)

Receptor Predicted noise level (Day)

Betjeman Close 41.0 Shakespeare Avenue 37.3

3.4.2 Energy Storage Facility - Noise Modelling

The following assumptions have been made within the model:

Development shown on Drawing 16052.102

 10 x battery units each with 2 cooling fans having a sound pressure level of 76 dBA at 1m.  20 x step-up transformers with a sound pressure level of 64dBA at 1m.  1 Main and one auxiliary transformer with sound pressure levels of 63 and 50 at 1m respectively.  The National Grid 4.5m high acoustic fence has been included in the models.  The ground around the plant is assumed to be acoustically hard, and flat.

Results of the modelling is summarised in Tables 2 and 3. Table 2 shows the Energy storage site modelled on its own. Table 3 shows the Energy Storage site modelled simultaneously with the consented STOR facility.

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Table 2: Energy Storage Facility Noise modelling results (values shown in dBA)

Receptor Predicted noise level - Night Predicted noise level - Day Betjeman Close 33.4 31.8 Shakespeare Avenue 35.3 34.3

Table 3: Energy Storage Facility and Consented STOR facility- Noise modelling results (values shown in dBA)

Receptor Predicted noise level - Night Predicted noise level - Day Betjeman Close 33.4 38.4 Shakespeare Avenue 35.3 41.8

Figure 2 shows a 3-dimensional graphic of the noise prediction model of the Energy Storage Facility showing the location of the site with respect to noise sensitive receptors. Figure 3 shows both facilities modelled simultaneously.

Figure 2 – Energy Storage Facility– Noise prediction model

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Figure 3 – Energy Storage Facility and STOR facility modelled simultaneously

3.5 Noise Assessment

BS4142 requires an assessment of the quality of the noise in terms of tonal, impulsive and intermittency which may cause additional annoyance. Where such elements exist, a penalty is added to the rating level.

The noise from the Energy Storage Facility will be a constant aerodynamic noise, and no correction is deemed necessary.

The predicted noise levels from the Energy Storage Facility at surrounding receptors are shown in Table 2 above.

Table 4: BS4142 Assessment

Receptor Noise Rating Level Background BS4142 BS 4142 Assessment Level (dBA) Level (dBA) Difference (dBA) Shakespeare Ave 35 35 36 -1 Low impact

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The BS4142 assessment in Table 4 shows that the predicted noise levels from the development are not likely to give rise to complaints from residents.

BS9233:2014 recommends a design limit of 30dBA within bedrooms (between 2300 and 0700 hours). The noise level from the development predicted at the façade of the closest affected property is 35 dBA. The noise level predicted within bedrooms assuming attenuation of 15 dBA provided by an open window would be 20 dBA (35-15=20). These predicted levels are below the BS 8233.

The WHO Lowest Observed Adverse Effect Level (LOAEL) for sleep disturbance threshold is 40 dBA Lnight, outside. The noise level from the development predicted at the façade of the closest affected property is 35 dBA which is -5dBA below the LOAEL threshold and therefore unlikely to disturb the sleep of nearby residents.

Noise modelling of the consented STOR facility and the proposed Energy Storage Facility has shown that the noise level at the nearest residential receptor predicted for the STOR facility in isolation would be 41dBA at Betjeman Close. If the STOR facility and Energy Storage Facility are modelled simultaneously the predicted noise level at the nearest residential receptor would be 35.3dBA Night and 41.8dBA Day.

4 CONCLUSIONS

Noise from the proposed development at Bristol Road has been modelled, and noise levels have been calculated to be around 35 dBA at the closest exposed residential receptors which is -1dBA below the existing night time background levels.

Noise levels at the nearest residences will be -10dBA below the BS8233 and -5dBA below the WHO criteria for sleep disturbance. Therefore, it can be concluded that the proposed plant is unlikely to give rise to disturbance.

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APPENDIX 1 – Noise meter calibration certificate

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APPENDIX 2

Bristol Road Summary Noise Monitoring

Weather – Light rain in evening clearing to sunny spells. Wind 5 to 8mph

Start Time Elapsed LAFmax LAFmin LAeq LA10.0 LA90.0 Time 01/08/2014 19:48 01:00:00 77.22 39.53 51.15 48.62 42.4 01/08/2014 20:48 01:00:00 64.08 37.76 45.07 47.21 41.16 01/08/2014 21:48 01:00:00 65.49 37.84 43.85 45.05 41.1 01/08/2014 22:48 01:00:00 58.31 36.63 42.09 43.84 39.65 01/08/2014 23:48 01:00:00 65.95 35.47 41.59 43.34 38.2 02/08/2014 00:48 01:00:00 54.78 33.26 40.3 42.74 36.78 02/08/2014 01:48 01:00:00 62.81 33.12 41.37 43.65 36.5 02/08/2014 02:48 01:00:00 64.16 33.38 44.58 48.55 36.73 02/08/2014 03:48 01:00:00 65.72 35.17 46.91 49.57 40.52 02/08/2014 04:48 01:00:00 70.21 38.92 48.92 51.76 42.46 02/08/2014 05:48 01:00:00 70.7 39.54 49.53 50.97 43.6 02/08/2014 06:48 01:00:00 68.85 42.74 49.39 51.3 45.84 02/08/2014 07:48 01:00:00 75.63 43.37 53.35 55.85 47.55 02/08/2014 08:48 01:00:00 71.87 47.12 54.29 56.67 50.34 02/08/2014 09:48 01:00:00 76.88 46.25 54.62 57.09 49.76 02/08/2014 10:48 01:00:00 73.22 46.48 58.09 63.8 49.8 02/08/2014 11:48 01:00:00 74.3 43.09 59.37 63.02 46.97 02/08/2014 12:48 01:00:00 72.26 41.56 57.08 61.6 45.46 02/08/2014 13:48 01:00:00 77.43 38.98 60.74 63.15 47.17 02/08/2014 14:48 01:00:00 79.38 45.7 61.83 64.22 50.5 02/08/2014 15:48 01:00:00 80.11 45.32 57.69 61.23 49.36 02/08/2014 16:48 01:00:00 84.61 46.63 57.89 61.33 50.08 02/08/2014 17:48 01:00:00 73.16 46.7 53.61 56.41 49.8 02/08/2014 18:48 01:00:00 81.41 45.82 54.62 56.95 49.26 02/08/2014 19:48 00:00:03 62.65 51.06 57.39 57.77 56.85

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Ecological Constraints Summary

1. Site details

Site: Bristol Road Grid reference: 381942 215917 Post code: GL2 5YA Date: 22nd August 2016 Size: 0.30 Ha

2. Statutory designated sites

There are no Statutory Designated sites within 1 km of the site boundary. Within 2 km there is no Special Area of Conservation or Special Protection Area. The closest SSSI is at a distance of 1.8 km and Robin’s Wood Hill Quarry is designated for its geological features. There are no Local Nature Reserves, Local Wildlife Sites or Biological Notification Sites adjacent or close to the site, the nearest being Green Farm Orchard LNR which is approximately 1 km to the southwest of the site boundary. A map of statutory designated sites within 2 km is shown in Figure 1.

3. Habitats on site

The Proposed Development Site is a brownfield site within a larger brownfield site (ex gas works) with the south western border being adjacent to a service road and beyond a large car park and industrial building. The lack of vegetation and waterbodies on site means that it is unlikely to provide a suitable habitat for any protected species including breeding birds, invertebrates, reptiles, amphibians (including great crested newts and natterjack toads), mammals (including bats, badger, dormice water vole and otter) or plant species.

4. Habitats near to site

To the northwest, north, north east, east and south east is the larger brownfield site. This is unlikely to provide habitats for protected species including breeding birds, invertebrates, reptiles, amphibians, mammals or plant species. Along the southwest boundary is a service road and car parking area that is unsuitable for protected species.

The nearest designated habitat is 195m to the east, a large area of Coastal and Flood Plain Grazing Habitat BAP priority Area. This provides a habitat for amphibians and invertebrate species.

The nearest water course is a canal which is about 160m from the boundary of the proposed site and not within 100m.

5. Suitability for protected species

This brownfield site has a low suitability as habitat for protected species. The canal corridor may provide suitable habitats for nesting birds, bats, invertebrates, reptiles, badger or dormouse. The Proposed Development would not give rise to aqueous discharges which could enter surface water drainage and affect off-site habitats used by protected species. The Proposed Development Site itself has limited opportunity to provide foraging or habitat opportunities for these species.

6. Conclusions

The Proposed Development Site is a brownfield site consisting of an area of hard standing interspersed with trees and scrub that has very limited potential to support any protected species. The Proposed Development will not affect any habitats or designated sites in the surrounding area. Therefore, there is no requirement for further surveys.

Figure 1: Map of statutory designated sites within 1 km (inner circle) and 2 km (outer circle) of the site (centre of circle). Source: http://www.magic.gov.uk/MagicMap.aspx GEG | Geo Environmental Group Geotechnical, Environmental & Ecological Consultants

GEG House, 17 Graham Road, Malvern, WR14 2HR Tel. 01684 212526 Fax 01684 576917 www.g-eg.co.uk

PHASE II GEO-ENVIRONMENTAL ASSESSMENT - PRELIMINARY SUMMARY

PLOT 6 BRISTOL ROAD GLOUCESTER GL2 5YA

JULY 2015

Prepared for:

Registered Company - GEG Ltd Registered in England No 6469985 Registered Office: Granta Lodge, 71 Graham Rd, Malvern, WR14 2JS General Geo Environmental Group (GEG) were commissioned by Cummins Power Generation Ltd (Cummins) on behalf of their client UK Power Reserve Ltd (UK Power) to undertake a Phase II Geo-Environmental Assessment of a site known as 'Bristol Road, Gloucester’.

The purpose of this report is to determine potential background contamination risks relating to the site and associated potential environmental liabilities prior to the commencement of its potential lease by UK Power, and its proposed use as an electricity generation facility. In addition, an assessment of the foundation requirements for the proposed power generating facility is also undertaken.

A Phase I Geo-Environmental Assessment (Desk Study and Site Walkover) was previously undertaken by GEG (Ref. GEG-15-394/PI, dated 1st June 2015), which identified potential contaminants (relating to its current and historical agricultural usage) and associated potential pollutant linkages.

Current Site Status The development area of the site, which covers an area of approximately 0.49 hectares, is located on land to the east of Bristol Road in the Podsmead district of Gloucester at the approximate National Grid Reference 381980E, 215900N.

The development area of the site consists of a flat, gravelled area with a tarmacked link road. The flat gravelled area is set within a larger gravelled area. There are currently no marked boundaries around the site. The ground is flat with no slopes on site or in the vicinity.

No visual evidence of major services was present on site with the exception of 3 No. drain manhole covers, 1 No. located on the southern access road and 2 No. within the south western section of the development site area suggesting the presence of a potential sewer. Furthermore, a gas regulator station exists to the south east of the site associated with high pressure gas mains to the south east of the site development area but adjacent to the general site curtilage.

Geology, The solid geology beneath the site comprises the Blue Lias Formation Hydrogeology, and Charmouth Mudstone Formation (Undifferentiated) (Secondary Hydrology & (undifferentiated) Aquifer) associated with the Jurassic and Triassic Landfills Periods.

The solid geology is conjectured to be overlain by Superficial Deposits of Tidal Flat Deposits – Clay, Silt and Sand (A Secondary (Undifferentiated) Aquifer) consisting of normally soft to firm consolidated, compressible silty clay, but can contain layers of silt, sand, peat and basal gravel. A stronger, desiccated surface zone may be present.

The nearest surface water feature is the Gloucester and Sharpness Canal approximately 210m to the west of the site.

There are records of 1 No. historical landfill 192m north of the site which operated from December 1970 to December 1971. No further

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 1 information is available.

Flooding A small section of the south of the site lies within Flood Zone 2, being land that is assessed as having between a 1 in 100 and 1 in 1,000 annual probability of river flooding (1% – 0.1%), or between a 1 in 200 and 1 in 1,000 annual probability of sea flooding (0.5% – 0.1%) in any year. The remainder of the site is not in an area at risk from flooding.

Site History The site has been traced back to 1884 when it comprised open, agricultural fields over the majority, and the south western fringe of the site lay within the Gloucester Gas Works. By 1902 the majority of the site lay within the Gloucester Gas Works (although no structures were shown to exist on the site). By 1956 the site had become developed relating to the adjacent gas works with 4 No. small structures labelled as ‘tanks’. A road ran north adjacent to the eastern boundary with branches towards the west and east. By 1978 the former tank structure on the site had been removed and the site lay unoccupied. An internet search indicates that in 2011 remediation work commenced targeting the below ground gas holder, tar tank and storage areas.

A National Grid document ‘Case Study: Hempstead Gasworks, Bristol Road, Gloucester’ indicates that the general gas works area was remediated in 2011 targeting the below ground gas holder, tar tank and storage areas. This included a total site excavation of 85000m2, of which 8500m2 was concrete, together with the demolition of buildings. It is also understood to have included the installation of a shallow remediation geotextile barrier membrane.

Intrusive The intrusive investigation was undertaken on 15th June 2015 in Investigations accordance with current British Standard guidance and comprised window sample boreholes and in-situ Mexecone (CBR) testing.

The 5 No. window sample boreholes (WS01-WS05) were drilled using a Competitor Dart dynamic sampling rig to a maximum depth of 4.45m. The sides of the boreholes typically became unstable with depth which is likely to be due to the instability of the Made Ground and the ingress of groundwater. The boreholes typically collapsed from depths of 2.00m to 4.00m impeding further progress. Casing of the boreholes was attempted in order to progress deeper but the casing was unable to penetrate the dense superficial gravels and cobbles in the Made Ground. WS01, WS02, WS04 and WS5 were installed with 50mm diameter standpipes to depths detailed on the exploratory hole logs for subsequent gas and groundwater monitoring. The installations targeted the Made Ground above the remediation geotextile barrier membrane with the exception of WS02 where the geotextile was not encountered. On completion, bentonite seals were used from the membrane (where encountered) to approximately 1.0m beneath the membrane to block potential contamination migration pathways.

In-situ CBR testing was undertaken at various selected locations across the site, using a Mexecone Penetrometer. However, due to the presence of hardcore across the site, all attempts refused.

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 2 Ground Conditions Soils

Made Ground was encountered in all of the exploratory holes to depths of 1.50m to 3.00m. It comprised a surface layer of hardcore comprising dense GRAVEL of angular limestone to depths of 0.45m to 0.70m across the site overlying in all cases (with the exception of its absence in WS02) a remediation geotextile barrier membrane. The underlying horizon of Made Ground typically comprised loose to dense GRAVEL and COBBLES of angular limestone with occasional gravel-sized fragments of brick to 0.70m to 1.50m. The deeper Made Ground locally comprised horizons of: very stiff ashy CLAY with occasional gravel-sized fragments of brick and clinker; very soft to soft CLAY with occasional gravel-sized fragments of brick; very clayey GRAVEL of angular limestone; and, very loose to loose gravel-sized fragments of ash with occasional clinker and brick. A slight becoming very slight hydrocarbon odour (potentially diesel) was encountered in WS02 from 1.6om to 1.95m and 2.45m to 2.95m.

The Tidal Flat Deposits were encountered in all exploratory holes (with the exception of WS02 where the Made Ground was deepest) underlying the Made Ground to depths of 2.50m to 3.40m. It comprised very soft to firm silty CLAY with a natural organic decomposition odour and occasional fine organic matter and locally cobble-sized peaty pockets.

The weathered Blue Lias/Charmouth Mudstone Formation was encountered in all exploratory holes underlying the Made Ground or Tidal Flat Deposits from depths of 2.60m to 3.40m. It comprised firm to stiff CLAY. Very weak MUDSTONE was encountered from 4.00m in WS05.

Groundwater

Groundwater was encountered as a fast seepage from depths of 1.90m to 3.00m across the majority of the site with the exception of WS05 which remained dry. A slow seepage of perched groundwater was also identified from 0.60m to 1.60m in WS02. Groundwater was encountered during the monitoring visits to date at a depth of 0.98m in WS02. It should be noted that groundwater levels may vary due to seasonal and other effects including potential limited tidal influences.

Visual and Olfactory Evidence of Contamination

A slight becoming very slight hydrocarbon odour (potentially diesel) was encountered in WS02 from 1.6om to 1.95m and 2.45m to 2.95m and gravel-sized fragments of ash and clinker were encountered locally in the Made Ground. No evidence of contamination above the remediation geotextile barrier membrane was encountered although the membrane was not present in WS02.

Proposed The proposed use of the site is as a standby gas powered electricity Development generation facility.

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 3 Geotechnical Given the presence of a remediation geotextile barrier membrane at Conclusions & shallow depth over the majority of the site (although locally absent), Recommendations very shallow foundations are preferable to prevent the integrity of the remaining barrier being lost.

In view of the low bearing capacity and variability of the Made Ground (as evidenced by SPT ‘N’ values of 4 and 3 at 1.00m and 2.00m respectively in WS04) overlying a layer of Superficial Deposits (Tidal Flat Deposits), which contain soft compressible bands, subject to confirmation of the loadings and tolerable settlements a reinforced raft foundation solution is considered likely to be suitable.

The Made Ground above the geotextile barrier membrane should be well compacted with any loose soils identified suitably compacted by proof rolling. Machine bases should be suitably designed to mitigate the transfer of vibrations to the foundations, which could cause unacceptable settlements.

Foundations should be designed in accordance with NHBC Chapter 4.2 (Building Near Trees), in particular with respect to heave and the designer should verify that there is the required thickness of granular material beneath the proposed raft.

On the basis of the maximum soil soluble sulphate concentration for the site based on the shallow Made Ground above the remediation geotextile barrier membrane of <100 mg/l and most acidic pH of 8.5, ACEC Class AC-1 (Design Class DS-1) conditions are indicated to prevail on site as defined in BRE Special Digest 1 (2005) for foundations, assuming mobile groundwater conditions.

However, if excavations extend below the remediation barrier, based on the maximum soil soluble sulphate concentration for the site as a whole (including the deeper and targeted Made Ground) of 1100 mg/l and most acidic pH of 7.5, ACEC Class AC-2 (Design Class DS-2) conditions are indicated to prevail on site as defined in BRE Special Digest 1 (2005) for foundations, based on mobile groundwater conditions.

A small section of the south of the main site curtilage lies within Flood Zone 2. The remainder of the site is not in an area at risk from flooding. As such the proposed development construction zone is outside the floodplain.

At this stage it is recommended that special precautions with respect to protection of underground plastic water mains from organic compounds are likely to be required for the site, subject to confirmation of the local water company and any necessary remedial measures.

Given the presence of a remediation geotextile barrier membrane at shallow depth over the majority of the site (although locally absent), significant earthworks are not recommended.

Localised dewatering of excavations is anticipated to deal with perched pockets of groundwater and during periods of heavy precipitation or if

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 4 excavations are to remain open for prolonged periods. Dewatered groundwater is likely to require removal from site to off site disposal.

Shallow excavations are likely to be stable for short periods of time. However, where excavations extend beyond 1.20m depth, and access for personnel is required, appropriate shoring will be required in accordance with current Health and Safety requirements.

In-situ CBR testing was undertaken at various selected locations across the site, using a Mexecone Penetrometer. However, due to the presence of hardcore across the site, all attempts refused. Based on the information available, a CBR design value of <2% is therefore recommended for geotechnically suitable Made Ground.

The formation (of foundations, floor slabs and roads etc.) should be inspected for soft/loose spots by a suitably experienced geotechnical engineer. Soft spots if encountered should be removed and replaced with suitable well compacted granular material/lean mix concrete as deemed appropriate. Soft spots beneath roads may also require the use of additional geotextiles. Any loose soils at formation level may need to be proof rolled to increase their relative density.

Infiltration testing has not been undertaken, however, soakaway drainage is considered unlikely to be suitable for the site due to the presence of Made Ground, potential localised contaminants and the occurrence of shallow groundwater across the site.

Environmental Risks to Site Users Risk Assessment & Liabilities Identified Sources: No significant levels of contamination have been identified on the site in the shallow or targeted samples of Made Ground for the nearest respective ‘commercial’ scenario (a ‘post 1970 office’), although hydrocarbon (potentially diesel) odours were encountered locally within the Made Ground.

Semi volatile organic compounds hexadecanoic acid methyl ester and octadecanoic acid methyl ester were encountered at the relatively low levels of 0.30 to 0.50 mg/kg in the 1 No. sample of shallow Made Ground and 2 No. samples of targeted Made Ground tested. These compounds are fatty acids and may be associated with the former gas works and are typically known to be immobile in soil and are unlikely to be of significant risk for a commercial end-use of the site at the relatively low levels encountered (although further assessment is ongoing).

1 No. exceedance of benzo(a)pyrene at 2.0 mg/kg from WS04 at 0.80m was identified above the relevant critical concentration 1.79 mg/kg in that targeted Made Ground. However, this was considered to be within laboratory margin of error and as such is not considered further.

Potential Receptors: Potential receptors comprise future site users (site workers, visitors, construction/maintenance workers and potential trespassers) and adjacent site users.

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 5 Potential Pathways: Dermal contact with soil and dust, inhalation of soil and dust, inhalation of any associated residual vapours and ground gases, and potential combustion or explosion of ground gases in confined spaces.

Potential Risks: End users of the site and construction/maintenance workers are therefore not considered to be at significant risk from the site as no significant contaminant sources have been identified by the chemical analyses undertaken.

Risks to Controlled Waters

Potential Sources: No significant sources of contamination have been identified by the soil analyses undertaken (as described above), however, the investigation mainly targeted the shallow soils and results of the chemical testing of groundwater samples are presently ongoing.

Potential Pathways: Infiltration of precipitation through the site’s surface and leaching of potential contaminants and subsequent vertical migration to the aquifer or horizontal migration to the canal.

Potential Receptors: Underlying groundwater in the Secondary (Undifferentiated) Aquifers. (The groundwater, surface water abstractions and canal are considered too distant from the site to be at significant risk.)

Potential Risks: Risks to the underlying Secondary (Undifferentiated) Aquifers are not considered potentially significant based on the levels of soil contaminants recorded to date in the Made Ground. However, further assessment is required following receipt of the groundwater testing.

Ground Gases

The gas monitoring results to date recorded negligible methane concentrations of 0.0% to 0.1% and carbon dioxide concentrations of 0.0% to 0.2% with a maximum borehole flow rate 0.0 l/hr.

The gas monitoring results obtained to date has been assessed against CIRIA C665 ‘Assessing risks posed by hazardous ground gas to buildings’ for commercial use in order to reflect the proposed development. Using a maximum concentrations of carbon dioxide and methane of 0.2% and 0.0% respectively and the maximum recorded borehole flow rate of 0.0 l/hr, this corresponds to gas screening values (GSV) of 0.00 l/hr and 0.00 l/hr respectively. Therefore, according to Table 8.5 of CIRIA C665 (for commercial use) using the typical maximum concentrations of carbon dioxide and methane the site is characterised as 'Characteristic Situation 1'.

However, due to the history of the site as a gas works, it would be considered prudent to install gas protection measures in structures where frequent personnel entry is require

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 6 No radon measures are required for the site.

Remediation Human Health Remedial Measures

Based on the information available, no remedial measures are considered necessary to protect human health. However, the use of Personal Protective Equipment (PPE) such as gloves and the use of washing facilities are recommended during the development of the site due to its history.

Protection of Controlled Waters

Subject to assessment of the groundwater chemical testing, no remedial measures are considered necessary to protect Controlled Waters from the site itself, based on the information available.

Further No further work is recommended at this stage. Investigation Requirements

This executive summary is intended to provide an outline of the site assessment in relation to ground contamination and geotechnical parameters. It does not provide a definitive analysis of the information obtained.

ENCLOSURES:

Figure 1. Site Location Plan Figure 2. Current Layout Plan Figure 4. Exploratory Hole Location Plan Figure 5. Proposed Development Layout Plan Exploratory Hole Logs Soils Analysis Results

Phase II Geo-Environmental Assessment PRELIMINARY SUMMARY Cummins/UK Power Reserve Bristol Road, Gloucester GEG-15-394 29th June 2015 Page 7 SITE LOCATION

TITLE: Geo FIGURE 1 : SITE LOCATION PLAN Environmental SITE: Group BRISTOL ROAD, GLOUCESTER GEG House CLIENT: 17 Graham Road UK POWER RESERVE LTD Malvern, WR14 2HR PROJECT No.: DRAWN/CHECKED: Tel. 01684 212526 GEG-15-394 RH / MP Fax 01684 576917 Ordnance Survey © Crown Copyright 2015 All rights reserved. License number 100048258 [email protected] SCALE: DATE: NTS 01/06/15 www.g-eg.co.uk SITE DEVELOPMENT AREA

TITLE: FIGURE 2: CLIENT: DRAWN/CHECKED: GEG House, 17 Graham Road CURRENT LAYOUT PLAN UK POWER RESERVE LTD RH / MP Malvern, WR14 2HR Geo Tel. 01684 212526 Environmental SITE: PROJECT No.: SCALE: DATE: REVISION: Fax 01684 576917 Group BRISTOL ROAD, GLOUCESTER GEG-15-394 NTS 01/06/15 A [email protected], www.g-eg.co.uk LEGEND ROT1

WS4 GEG Rotary Open Hole Location

IT01 GEG Infiltration Test Location

WS3 TP01 GEG Trial Pit Location

WS2 Approximate Scale 0 30m WS5

WS1

Approximate Scale LEGEND 25 50m 0 WS1 GEG Trial Pit TP101Location GEG Window Sampling Location

WS4 GEG Rotary Open Hole Location

IT01 GEG Infiltration Test Location

WS3 TP01 GEG Trial Pit Location

WS2 Approximate Scale 0 30m WS5

WS1

Approximate Scale LEGEND 25 50m 0 WS1 GEG Trial Pit TP101Location GEG Window Sampling Location

Ordnance Survey © Crown Copyright 2015 All rights reserved. License number WL10600 Note: all locations show are approximate TITLE: CLIENT: DRAWN/CHECKED: GEG House, 17 Graham Road FIGURE 5: CUMMINS / UK POWER RESERVE RH / MP Malvern, WR14 2HR Geo PROPOSED DEVELOPMENT LAYOUT PLAN Tel. 01684 212526 Environmental SITE: PROJECT No.: SCALE: DATE: REVISION: Fax 01684 576917 Group BRISTOL ROAD, GLOUCESTER GEG-15-394 As Shown 03/07/15 A [email protected], www.g-eg.co.uk Geo Environmental Group GEG House, 17 Graham Road Malvern, WR14 2HR Telephone: 01684 212526 Fax: 01684 576917 BOREHOLE LOG Project BOREHOLE No Plot 6, Bristol Road, Gloucester, GL2 5YA WS01 Job No Date Ground Level (m) Co-Ordinates () GEG-15-394 15-06-15 Contractor Sheet 1 of 1 SAMPLES & TESTS STRATA Depth Type Test Reduced Depth No Result Water Level Legend(Thick- DESCRIPTION

ness) Geology Instrument/ Backfill MADE GROUND - (Dense) brown slightly clayey slightly gravelly medium to coarse GRAVEL of angular limestone. (HARDCORE) (0.60) 0.30 D

0.60 0.60 MADE GROUND - Geotextile membrane. MADE GROUND - (Dense) light brown slightly sandy GRAVEL and (0.60) COBBLES of angular limestone with occasional gravel-sized fragments of brick. 1.00 N43 1.20 MADE GROUND - Very stiff dark brown occasionally orange brown, black and brown sandy ashy CLAY with occasional gravel-sized fragments of brick and clinker and relict rootlets. (0.80)

2.00 1.90 - 2.00 With occasional cobble of limestone 2.00 D Firm grey brown silty CLAY with a natural organic decomposition 2.00 N13 odour and occasional fine organic matter. (0.50) (TIDAL FLAT DEPOSITS)

2.50 [No recovery]

(0.50)

3.00 3.00 D Firm grey occasionally light brown CLAY. 3.00 N14 (WEATHERED BLUE LIAS/CHARMOUTH MUDSTONE (0.45) FORMATION) 3.45 [No recovery - Borehole collapsing in from 4.00m to 3.00m]

(0.55)

4.00 GINT STD AGS 25/6/15 3_1.GDT

Boring Progress and Water Observations Chiselling Water Added GENERAL Casing Water Date Time Depth Depth Dia. mm Dpt From To Hours From To REMARKS 1. Hand excavated service pit 0.90m. Hard excavation. 2. Groundwater 2m. 3. Borehole too cobbly for casing. 4. 50mm standpipe 0.6m, bentonite seal 1.6-0.6m, response zone 0.6-0.1m, bentonite seal 0.1-0.05m, with flush cover concreted 0.05-0m. All dimensions in metres Client Cummins / UK Power Method/ Logged By Scale 1:31.25 Reserve Plant Used Window Sampling Rig MP AGS3 UK BH GEG-15-394 BRISTOL ROAD,UKAGS3 BHGLOUCESTER.GPJ GEG-15-394 Geo Environmental Group GEG House, 17 Graham Road Malvern, WR14 2HR Telephone: 01684 212526 Fax: 01684 576917 BOREHOLE LOG Project BOREHOLE No Plot 6, Bristol Road, Gloucester, GL2 5YA WS02 Job No Date Ground Level (m) Co-Ordinates () GEG-15-394 15-06-15 Contractor Sheet 1 of 1 SAMPLES & TESTS STRATA Depth Type Test Reduced Depth No Result Water Level Legend(Thick- DESCRIPTION

ness) Geology Instrument/ Backfill MADE GROUND - (Dense) brown slightly clayey slightly gravelly medium to coarse GRAVEL of angular limestone. (HARDCORE) 0.30 D (0.70)

0.70 MADE GROUND - Medium dense light brown slightly sandy GRAVEL and COBBLES of angular limestone with occasional gravel-sized fragments of brick. 1.00 SPT (0.70) 1.00 N11

1.40 1.45 MADE GROUND - (Soft) dark brown occasionally black and light 1.60 brown slightly sandy CLAY. 1.60 D (REWORKED TIDAL FLAT DEPOSITS) (0.35) [No recovery] 1.95 MADE GROUND - (Soft) dark brown occasionally black and light 2.00 brown slightly sandy CLAY with occasional gravel-sized fragments of 2.00 SPT brick and a slight hydrocarbon (diesel) odour. 2.00 N12 (REWORKED TIDAL FLAT DEPOSITS) (0.45) MADE GROUND - Light brown COBBLES of angular limestone. 2.45 MADE GROUND - Firm dark grey occasionally light brown slightly sandy CLAY. (REWORKED TIDAL FLAT DEPOSITS) (0.55) MADE GROUND - Light brown occasionally dark grey very clayey GRAVEL of angular limestone with occasional (soft) clay pockets and a very slightly hydrocarbon (diesel) odour to 2.95m. 3.00 3.00 SPT Stiff light grey occasionally light brown CLAY. 3.00 N25 (WEATHERED BLUE LIAS/CHARMOUTH MUDSTONE (0.45) FORMATION) 3.45 Borehole collapsing from 3.45m to 1.20m. GINT STD AGS 25/6/15 3_1.GDT

Boring Progress and Water Observations Chiselling Water Added GENERAL Casing Water Date Time Depth Depth Dia. mm Dpt From To Hours From To REMARKS 1. Hand excavated service pit 0.50m. Hard excavation. 2. Groundwater 0.6-1.6m & 2m. 1m upon completion. 3. Borehole to cobbly for casing. 4. 50mm standpipe 1.2m, response zone 1.2-0.2m, bentonite seal 0.2-0.1m, with flush cover concreted 0.1-0m. All dimensions in metres Client Cummins / UK Power Method/ Logged By Scale 1:31.25 Reserve Plant Used Window Sampling Rig MP AGS3 UK BH GEG-15-394 BRISTOL ROAD,UKAGS3 BHGLOUCESTER.GPJ GEG-15-394 Geo Environmental Group GEG House, 17 Graham Road Malvern, WR14 2HR Telephone: 01684 212526 Fax: 01684 576917 BOREHOLE LOG Project BOREHOLE No Plot 6, Bristol Road, Gloucester, GL2 5YA WS03 Job No Date Ground Level (m) Co-Ordinates () GEG-15-394 15-06-15 Contractor Sheet 1 of 1 SAMPLES & TESTS STRATA Depth Type Test Reduced Depth No Result Water Level Legend(Thick- DESCRIPTION

ness) Geology Instrument/ Backfill MADE GROUND - (Dense) brown slightly clayey slightly gravelly medium to coarse GRAVEL of angular limestone. (HARDCORE) (0.60)

0.45 D 0.45 - 0.60 Becoming very clayey 0.60 0.60 D 0.60 MADE GROUND - Geotextile membrane. MADE GROUND - Dark brown, brown and occasionally grey very clayey slightly sandy GRAVEL and occasional cobbles of angular limestone with occasional gravel-sized fragments of brick. 1.00 SPT (0.90) 1.00 N9

1.50 MADE GROUND - (Very soft to soft) dark brown occasionally black CLAY with occasional gravel-sized fragments of brick. (0.50) (REWORKED TIDAL FLAT DEPOSITS) 1.80 D 2.00 2.00 D Very soft to soft dark brown CLAY with a natural organic 2.00 SPT decomposition odour and occasional fine organic material. 2.00 N4 (TIDAL FLAT DEPOSITS) (0.60)

2.60 2.60 D Stiff light grey occasionally light brown CLAY. (WEATHERED BLUE LIAS/CHARMOUTH MUDSTONE FORMATION)

3.00 SPT 3.00 N17 (1.40)

4.00 Borehole collapsing from 4.00m to 2.00m. GINT STD AGS 25/6/15 3_1.GDT

Boring Progress and Water Observations Chiselling Water Added GENERAL Casing Water Date Time Depth Depth Dia. mm Dpt From To Hours From To REMARKS 1. Hand excavated service pit 0.40m. Hard excavation. 2. Borehole cased to 0.7m, casing refused 0.7m. 3. Groundwater at 3m. 3. Upon completion, borehole backfilled with bentonite to 2.00m.

All dimensions in metres Client Cummins / UK Power Method/ Logged By Scale 1:31.25 Reserve Plant Used Window Sampling Rig MP AGS3 UK BH GEG-15-394 BRISTOL ROAD,UKAGS3 BHGLOUCESTER.GPJ GEG-15-394 Geo Environmental Group GEG House, 17 Graham Road Malvern, WR14 2HR Telephone: 01684 212526 Fax: 01684 576917 BOREHOLE LOG Project BOREHOLE No Plot 6, Bristol Road, Gloucester, GL2 5YA WS04 Job No Date Ground Level (m) Co-Ordinates () GEG-15-394 15-06-15 Contractor Sheet 1 of 1 SAMPLES & TESTS STRATA Depth Type Test Reduced Depth No Result Water Level Legend(Thick- DESCRIPTION

ness) Geology Instrument/ Backfill MADE GROUND - (Dense) brown slightly clayey slightly gravelly medium to coarse GRAVEL of angular limestone. 0.20 D (0.45) (HARDCORE) 0.45 0.45 MADE GROUND - Geotextile membrane. (0.25) 0.70 MADE GROUND - (Dense) light brown slightly sandy GRAVEL and COBBLES of angular limestone. 0.80 D MADE GROUND - Very loose to loose dark grey gravel-sized fragments of ash and occasionally clinker and brick. 1.00 SPT 1.00 N4

(1.90)

2.00 SPT 2.00 - 2.60 Becoming very loose 2.00 N3

2.60 2.60 D (Soft) dark brown occasionally black mottled silty CLAY with a natural organic decomposition odour and occasional fine organic matter. (TIDAL FLAT DEPOSITS) (0.80) 3.00 SPT 3.00 - 3.40 Becoming firm 3.00 N14

3.40 3.40 D (Stiff) light grey occasionally light brown CLAY. (WEATHERED BLUE LIAS/CHARMOUTH MUDSTONE FORMATION) (0.60)

4.00 Borehole collapsing from 4.00m to 2.00m. GINT STD AGS 25/6/15 3_1.GDT

Boring Progress and Water Observations Chiselling Water Added GENERAL Casing Water Date Time Depth Depth Dia. mm Dpt From To Hours From To REMARKS 1. Groundwater at 2.2m. 3. 50mm standpipe 0.45m, bentonite seal 1.45-0.45m, response zone 0.45-0.1m, bentonite seal 0.1-0.05, with flush cover concreted 0.05-0m.

All dimensions in metres Client Cummins / UK Power Method/ Logged By Scale 1:31.25 Reserve Plant Used Window Sampling Rig MP AGS3 UK BH GEG-15-394 BRISTOL ROAD,UKAGS3 BHGLOUCESTER.GPJ GEG-15-394 Geo Environmental Group GEG House, 17 Graham Road Malvern, WR14 2HR Telephone: 01684 212526 Fax: 01684 576917 BOREHOLE LOG Project BOREHOLE No Plot 6, Bristol Road, Gloucester, GL2 5YA WS05 Job No Date Ground Level (m) Co-Ordinates () GEG-15-394 15-06-15 Contractor Sheet 1 of 1 SAMPLES & TESTS STRATA Depth Type Test Reduced Depth No Result Water Level Legend(Thick- DESCRIPTION

ness) Geology Instrument/ Backfill MADE GROUND - (Dense) brown slightly clayey slightly gravelly medium to coarse GRAVEL of angular limestone. (HARDCORE) (0.60) 0.30 D

0.60 0.60 MADE GROUND - Geotextile membrane. MADE GROUND - Brown occasionally light brown, dark brown and dark grey slightly sandy slightly clayey to clayey GRAVEL and COBBLES of angular limestone with occasional gravel-sized 1.00 SPT (0.90) fragments of brick. 1.00 N38 1.00 - 1.50 Becoming dense

1.50 Firm grey silty CLAY. (TIDAL FLAT DEPOSITS)

2.00 SPT (1.10) 2.00 N14 2.10 - 2.60 Becoming grey brown occasionally dark grey mottled with some cobble-sized peaty pockets and a natural organic decomposition odour

2.60 Stiff light grey occasionally light brown CLAY. (WEATHERED BLUE LIAS/CHARMOUTH MUDSTONE FORMATION)

3.00 SPT 3.00 N21 (1.40)

4.00 4.00 SPT Very weak light grey MUDSTONE. 4.00 N50 (BLUE LIAS/CHARMOUTH MUDSTONE FORMATION) (0.45) 4.45 GINT STD AGS 25/6/15 3_1.GDT

Boring Progress and Water Observations Chiselling Water Added GENERAL Casing Water Date Time Depth Depth Dia. mm Dpt From To Hours From To REMARKS 1. No groundwater encountered. 3. 50mm standpipe 0.60m, bentonite seal 1.6-0.6m, response zone 0.60-0.1m, bentonite seal 0.1-0.05m, with flush cover concreted 0.05-0m.

All dimensions in metres Client Cummins / UK Power Method/ Logged By Scale 1:31.25 Reserve Plant Used Window Sampling Rig MP AGS3 UK BH GEG-15-394 BRISTOL ROAD,UKAGS3 BHGLOUCESTER.GPJ GEG-15-394 Hadfield House Scientific Analysis Laboratories Ltd Hadfield Street Cornbrook Manchester Certificate of Analysis M16 9FE Tel : 0161 874 2400 Fax : 0161 874 2468 Scientific Analysis Laboratories is a limited company registered in England and Wales (No 2514788) whose address is at Hadfield House, Hadfield Street, Manchester M16 9FE Report Number: 486121-1

Date of Report: 24-Jun-2015

Customer: Geo Environmental Group 17 Graham Road Malvern Worcestershire WR14 2HR

Customer Contact: Mr Matthew Perks

Customer Job Reference: GEG-15-394 Customer Purchase Order: 1745 Customer Site Reference: Bristol Road, Gloucester Date Job Received at SAL: 16-Jun-2015 Date Analysis Started: 17-Jun-2015 Date Analysis Completed: 24-Jun-2015

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

Report checked Issued by : and authorised by : Emma Spear Emma Spear Project Management Project Management 1549 Page 1 of 7 This document has been printed from a digitally signed master copy 486121-1 SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil MCERTS Preparation

SAL Reference 486121 001 486121 002 486121 003 486121 004 486121 006 486121 008 486121 009 Customer Sample Reference WS01 WS02 WS02 WS03 WS03 WS04 WS05 Date Sampled 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 Bottom Depth 0.30 0.30 1.60 0.45 1.80 0.80 0.30 Type Sandy Soil Sandy Soil Clay Sandy Soil Clay Sandy Soil Sandy Soil

Test Determinand Method Sample LOD Units Moisture @ 105 C T162 AR 0.1 % 1.9 2.3 24 15 25 9.7 1.5 Retained on 10mm sieve T2 M40 0.1 % <0.1 <0.1 <0.1 <0.1 - <0.1 <0.1

SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil GEG Suite 2

SAL Reference 486121 001 486121 002 486121 003 486121 004 486121 008 486121 009 Customer Sample Reference WS01 WS02 WS02 WS03 WS04 WS05 Date Sampled 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 Bottom Depth 0.30 0.30 1.60 0.45 0.80 0.30 Type Sandy Soil Sandy Soil Clay Sandy Soil Sandy Soil Sandy Soil

Test Determinand Method Sample LOD Units Arsenic T6 M40 2 mg/kg 12 13 54 29 48 7 Boron (water-soluble) T6 AR 1 mg/kg <1 <1 <1 <1 <1 <1 Cadmium T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1 Chromium T6 M40 1 mg/kg 7 6 37 25 24 7 Chromium (trivalent) T85 AR 2 mg/kg 7 6 37 25 24 7 Chromium VI T6 AR 1 mg/kg <1 <1 <1 <1 <1 <1 Copper T6 M40 1 mg/kg 2 2 45 29 220 1 Lead T6 M40 1 mg/kg 23 20 320 83 100 11 Mercury T6 M40 1 mg/kg <1 <1 <1 <1 <1 <1 Nickel T6 M40 1 mg/kg 6 5 40 23 94 5 Selenium T6 M40 3 mg/kg <3 <3 <3 <3 <3 <3 Zinc T6 M40 1 mg/kg 80 110 160 120 68 91

Cyanide(Total) T4 AR 1 mg/kg <1 <1 68 15 7 <1 Cyanide(free) T4 AR 1 mg/kg <1 <1 <1 <1 <1 <1 Phenols(Mono) T4 AR 1 mg/kg <1 <1 <1 <1 <1 <1 Soil Organic Matter T287 M40 0.1 % 0.2 0.2 16 5.8 64 0.5 SO4(Total) T6 M40 0.01 % 0.21 0.14 0.49 1.1 0.19 0.24 SO4(2:1) T6 AR 100 mg/l <100 <100 1100 <100 <100 <100 Sulphide T4 AR 10 mg/kg <10 <10 <10 <10 <10 <10 pH T7 AR 8.5 8.6 7.5 11.2 9.5 8.6

TPH (C6-C8) T54 AR 0.10 mg/kg <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 TPH (C8-C10) T8 M105 1 mg/kg <1 <1 <1 <1 <1 <1 TPH (C10-C12) T8 M105 1 mg/kg <1 <1 <1 <1 <1 <1 TPH (C12-C16) T8 M105 1 mg/kg <1 <1 2 6 <1 <1 TPH (C16-C21) T8 M105 1 mg/kg <1 <1 10 23 5 <1 TPH (C21-C35) T8 M105 1 mg/kg <1 <1 33 61 6 <1 TPH (C35-C40) T8 M105 1 mg/kg <1 <1 8 14 <1 <1 TPH C6-C40 (Sum) T85 AR 1 mg/kg <1 <1 53 100 11 <1

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 2 of 7 This document has been printed from a digitally signed master copy 486121-1 SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil Miscellaneous

SAL Reference 486121 001 486121 002 486121 003 486121 005 Customer Sample Reference WS01 WS02 WS02 WS03 Date Sampled 15-JUN-2015 15-JUN-2015 15-JUN-2015 15-JUN-2015 Bottom Depth 0.30 0.30 1.60 0.60 Type Sandy Soil Sandy Soil Clay Sandy Soil

Test Determinand Method Sample LOD Units Asbestos ID T27 AR N.D. - - N.D. SVOC screen T16 M105 0.1 mg/kg - Hexadecanoic acid methyl Octadecanoic acid methyl ester - ester 0.4 0.5 Hexadecanoic acid methyl Octadecanoic acid methyl ester ester 0.5 0.4 No other compounds detected No other compounds detected above above 0.1 0.1

SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil Miscellaneous

SAL Reference 486121 006 486121 007 486121 009 Customer Sample Reference WS03 WS04 WS05 Date Sampled 15-JUN-2015 15-JUN-2015 15-JUN-2015 Bottom Depth 1.80 0.20 0.30 Type Clay Sandy Soil Sandy Soil

Test Determinand Method Sample LOD Units Asbestos ID T27 AR - N.D. N.D. SVOC screen T16 M105 0.1 mg/kg Hexadecanoic acid methyl - - ester 0.4 Octadecenoic acid methyl ester 0.3 No other compounds detected above 0.1

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 3 of 7 This document has been printed from a digitally signed master copy 486121-1 SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil Volatile Organic Compounds (USEPA 624) (MCERTS)

SAL Reference 486121 002 486121 003 486121 006 Customer Sample Reference WS02 WS02 WS03 Date Sampled 15-JUN-2015 15-JUN-2015 15-JUN-2015 Bottom Depth 0.30 1.60 1.80 Type Sandy Soil Clay Clay

Test Determinand Method Sample LOD Units 1,1,1,2-Tetrachloroethane T209 M105 50 µg/kg <50 <50 <50 1,1,1-Trichloroethane T209 M105 50 µg/kg <50 <50 <50 1,1,2,2-Tetrachloroethane T209 M105 50 µg/kg <50 <50 <50 1,1,2-Trichloroethane T209 M105 50 µg/kg <50 <50 <50 1,1-Dichloroethane T209 M105 50 µg/kg <50 <50 <50 1,1-Dichloroethylene T209 M105 50 µg/kg <50 <50 <50 1,1-Dichloropropene T209 M105 50 µg/kg <50 <50 <50 1,2,3-Trichloropropane T209 M105 50 µg/kg <50 <50 <50 1,2,4-Trimethylbenzene T209 M105 50 µg/kg <50 <50 <50 1,2-dibromoethane T209 M105 50 µg/kg <50 <50 <50 1,2-Dichlorobenzene T209 M105 50 µg/kg <50 <50 <50 1,2-Dichloroethane T209 M105 50 µg/kg <50 <50 <50 1,2-Dichloropropane T209 M105 50 µg/kg <50 <50 <50 1,3,5-Trimethylbenzene T209 M105 50 µg/kg <50 <50 <50 1,3-Dichlorobenzene T209 M105 50 µg/kg <50 <50 <50 1,3-Dichloropropane T209 M105 50 µg/kg <50 <50 <50 1,4-Dichlorobenzene T209 M105 50 µg/kg <50 <50 <50 2,2-Dichloropropane T209 M105 50 µg/kg <50 <50 <50 2-Chlorotoluene T209 M105 50 µg/kg <50 <50 <50 4-Chlorotoluene T209 M105 50 µg/kg <50 <50 <50 Benzene T209 M105 10 µg/kg (13) <10 (13) <10 (13) <10 Bromobenzene T209 M105 50 µg/kg <50 <50 <50 Bromochloromethane T209 M105 50 µg/kg <50 <50 <50 Bromodichloromethane T209 M105 50 µg/kg <50 <50 <50 Bromoform T209 M105 50 µg/kg <50 <50 <50 Bromomethane T209 M105 50 µg/kg <50 <50 <50 Carbon tetrachloride T209 M105 50 µg/kg <50 <50 <50 Chlorobenzene T209 M105 50 µg/kg <50 <50 <50 Chlorodibromomethane T209 M105 50 µg/kg <50 <50 <50 Chloroethane T209 M105 50 µg/kg <50 <50 <50 Chloroform T209 M105 50 µg/kg <50 <50 <50 Chloromethane T209 M105 50 µg/kg <50 <50 <50 Cis-1,2-Dichloroethylene T209 M105 50 µg/kg <50 <50 <50 Cis-1,3-Dichloropropene T209 M105 50 µg/kg <50 <50 <50 Dibromomethane T209 M105 50 µg/kg <50 <50 <50 Dichlorodifluoromethane T209 M105 50 µg/kg <50 <50 <50 Dichloromethane T209 M105 50 µg/kg <50 <50 <50 EthylBenzene T209 M105 10 µg/kg <10 <10 <10 Isopropyl benzene T209 M105 50 µg/kg <50 <50 <50 M/P Xylene T209 M105 10 µg/kg <10 <10 <10 n-Propylbenzene T209 M105 50 µg/kg <50 <50 <50 O Xylene T209 M105 10 µg/kg <10 <10 <10 p-Isopropyltoluene T209 M105 50 µg/kg <50 <50 <50 S-Butylbenzene T209 M105 50 µg/kg <50 <50 <50 Styrene T209 M105 50 µg/kg <50 <50 <50 T-Butylbenzene T209 M105 50 µg/kg <50 <50 <50 Tetrachloroethene T209 M105 50 µg/kg <50 <50 <50 Toluene T209 M105 10 µg/kg <10 <10 <10 Trans-1,2-Dichloroethene T209 M105 50 µg/kg <50 <50 <50 Trans-1,3-Dichloropropene T209 M105 50 µg/kg <50 <50 <50 Trichloroethene T209 M105 50 µg/kg <50 <50 <50 Trichlorofluoromethane T209 M105 50 µg/kg <50 <50 <50 Vinyl chloride T209 M105 50 µg/kg <50 <50 <50

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 4 of 7 This document has been printed from a digitally signed master copy 486121-1 SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil GEG PAH (USEPA 16)

Test Determinand Method Sample LOD Units Naphthalene T207 M105 0.1 mg/kg <0.1 <0.1 0.3 0.3 0.4 0.2 <0.1 Acenaphthylene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 0.5 0.2 0.2 <0.1 Acenaphthene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 0.1 0.2 0.3 <0.1 Fluorene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 0.4 <0.1 0.2 <0.1 Phenanthrene T207 M105 0.1 mg/kg <0.1 <0.1 0.6 3.9 0.9 3.5 <0.1 Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 0.3 1.3 0.5 1.0 <0.1 Fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 1.5 4.5 1.9 5.1 <0.1 Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 1.5 4.5 1.7 4.5 <0.1 Benzo(a)Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 0.9 2.3 0.8 2.6 <0.1 Chrysene T207 M105 0.1 mg/kg <0.1 <0.1 0.6 1.9 0.7 1.8 <0.1 Benzo(b)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.9 2.1 0.7 2.7 <0.1 Benzo(k)fluoranthene T207 M105 0.1 mg/kg <0.1 <0.1 0.6 1.4 0.7 1.6 <0.1 Benzo(a)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 0.7 1.7 0.7 2.0 <0.1 Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg <0.1 <0.1 0.4 0.9 0.4 1.0 <0.1 Dibenzo(ah)Anthracene T207 M105 0.1 mg/kg <0.1 <0.1 <0.1 0.2 <0.1 0.2 <0.1 Benzo(ghi)Perylene T207 M105 0.1 mg/kg <0.1 <0.1 0.5 1.3 0.5 1.2 <0.1 PAH(total) T207 M105 0.1 mg/kg <0.1 <0.1 8.8 27 10 28 <0.1

SAL Reference: 486121 Project Site: Bristol Road, Gloucester Customer Reference: GEG-15-394

Soil Analysed as Soil GEG TPH (6-Band)

SAL Reference 486121 006 Customer Sample Reference WS03 Date Sampled 15-JUN-2015 Bottom Depth 1.80 Type Clay

Test Determinand Method Sample LOD Units TPH (C6-C8) T54 AR 0.10 mg/kg <0.10 TPH (C8-C10) T8 M105 1 mg/kg <1 TPH (C10-C12) T8 M105 1 mg/kg 2 TPH (C12-C16) T8 M105 1 mg/kg 23 TPH (C16-C21) T8 M105 1 mg/kg 28 TPH (C21-C35) T8 M105 1 mg/kg 70 TPH (C35-C40) T8 M105 1 mg/kg 22 TPH (Sum of Bands) T85 M105 150

Index to symbols used in 486121-1

Value Description M105 Analysis conducted on an "as received" aliquot. Results are reported on a dry weight basis where moisture content was determined by assisted drying of sample at 105C M40 Analysis conducted on sample assisted dried at no more than 40C. Results are reported on a dry weight basis. AR As Received N.D. Not Detected 13 Results have been blank corrected. S Analysis was subcontracted M Analysis is MCERTS accredited U Analysis is UKAS accredited N Analysis is not UKAS accredited

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 5 of 7 This document has been printed from a digitally signed master copy 486121-1 Notes

Asbestos was sub-contracted to REC Asbestos.

Method Index

Value Description T4 Colorimetry T287 Calc TOC/0.58 T8 GC/FID T7 Probe T162 Grav (1 Dec) (105 C) T27 PLM T209 GC/MS(Head Space)(MCERTS) T2 Grav T85 Calc T6 ICP/OES T54 GC/MS (Headspace) T16 GC/MS T207 GC/MS (MCERTS)

Accreditation Summary

Test Determinand Method Sample LOD Units Symbol SAL References Moisture @ 105 C T162 AR 0.1 % N 001-004,006,008-009 Retained on 10mm sieve T2 M40 0.1 % N 001-004,008-009 Arsenic T6 M40 2 mg/kg M 001-004,008-009 Boron (water-soluble) T6 AR 1 mg/kg N 001-004,008-009 Cadmium T6 M40 1 mg/kg M 001-004,008-009 Chromium T6 M40 1 mg/kg M 001-004,008-009 Chromium (trivalent) T85 AR 2 mg/kg N 001-004,008-009 Chromium VI T6 AR 1 mg/kg N 001-004,008-009 Copper T6 M40 1 mg/kg M 001-004,008-009 Lead T6 M40 1 mg/kg M 001-004,008-009 Mercury T6 M40 1 mg/kg M 001-004,008-009 Nickel T6 M40 1 mg/kg M 001-004,008-009 Selenium T6 M40 3 mg/kg M 001-004,008-009 Zinc T6 M40 1 mg/kg M 001-004,008-009 Cyanide(Total) T4 AR 1 mg/kg U 001-004,008-009 Cyanide(free) T4 AR 1 mg/kg U 001-004,008-009 Phenols(Mono) T4 AR 1 mg/kg U 001-004,008-009 Soil Organic Matter T287 M40 0.1 % N 001-004,008-009 SO4(Total) T6 M40 0.01 % N 001-004,008-009 SO4(2:1) T6 AR 100 mg/l N 001-004,008-009 Sulphide T4 AR 10 mg/kg N 001-004,008-009 pH T7 AR M 001-004,008-009 TPH (C6-C8) T54 AR 0.10 mg/kg N 001-004,006,008-009 TPH (C8-C10) T8 M105 1 mg/kg U 001-004,006,008-009 TPH (C10-C12) T8 M105 1 mg/kg U 001-004,006,008-009 TPH (C12-C16) T8 M105 1 mg/kg U 001-004,006,008-009 TPH (C16-C21) T8 M105 1 mg/kg U 001-004,006,008-009 TPH (C21-C35) T8 M105 1 mg/kg U 001-004,006,008-009 TPH (C35-C40) T8 M105 1 mg/kg N 001-004,006,008-009 TPH C6-C40 (Sum) T85 AR 1 mg/kg N 001-004,008-009 Asbestos ID T27 AR SU 001,005,007,009 SVOC screen T16 M105 0.1 mg/kg N 002-003,006 1,1,1,2-Tetrachloroethane T209 M105 50 µg/kg M 002-003,006 1,1,1-Trichloroethane T209 M105 50 µg/kg M 002-003,006 1,1,2,2-Tetrachloroethane T209 M105 50 µg/kg U 002-003,006 1,1,2-Trichloroethane T209 M105 50 µg/kg M 002-003,006 1,1-Dichloroethane T209 M105 50 µg/kg M 002-003,006 1,1-Dichloroethylene T209 M105 50 µg/kg M 002-003,006 1,1-Dichloropropene T209 M105 50 µg/kg M 002-003,006 1,2,3-Trichloropropane T209 M105 50 µg/kg U 002-003,006 1,2,4-Trimethylbenzene T209 M105 50 µg/kg M 002-003,006 1,2-dibromoethane T209 M105 50 µg/kg M 002-003,006 1,2-Dichlorobenzene T209 M105 50 µg/kg M 002-003,006 1,2-Dichloroethane T209 M105 50 µg/kg M 002-003,006

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 6 of 7 This document has been printed from a digitally signed master copy 486121-1 Test Determinand Method Sample LOD Units Symbol SAL References 1,2-Dichloropropane T209 M105 50 µg/kg M 002-003,006 1,3,5-Trimethylbenzene T209 M105 50 µg/kg M 002-003,006 1,3-Dichlorobenzene T209 M105 50 µg/kg M 002-003,006 1,3-Dichloropropane T209 M105 50 µg/kg M 002-003,006 1,4-Dichlorobenzene T209 M105 50 µg/kg M 002-003,006 2,2-Dichloropropane T209 M105 50 µg/kg U 002-003,006 2-Chlorotoluene T209 M105 50 µg/kg U 002-003,006 4-Chlorotoluene T209 M105 50 µg/kg U 002-003,006 Benzene T209 M105 10 µg/kg M 002-003,006 Bromobenzene T209 M105 50 µg/kg M 002-003,006 Bromochloromethane T209 M105 50 µg/kg M 002-003,006 Bromodichloromethane T209 M105 50 µg/kg M 002-003,006 Bromoform T209 M105 50 µg/kg M 002-003,006 Bromomethane T209 M105 50 µg/kg U 002-003,006 Carbon tetrachloride T209 M105 50 µg/kg M 002-003,006 Chlorobenzene T209 M105 50 µg/kg M 002-003,006 Chlorodibromomethane T209 M105 50 µg/kg M 002-003,006 Chloroethane T209 M105 50 µg/kg M 002-003,006 Chloroform T209 M105 50 µg/kg M 002-003,006 Chloromethane T209 M105 50 µg/kg U 002-003,006 Cis-1,2-Dichloroethylene T209 M105 50 µg/kg M 002-003,006 Cis-1,3-Dichloropropene T209 M105 50 µg/kg M 002-003,006 Dibromomethane T209 M105 50 µg/kg M 002-003,006 Dichlorodifluoromethane T209 M105 50 µg/kg M 002-003,006 Dichloromethane T209 M105 50 µg/kg U 002-003,006 EthylBenzene T209 M105 10 µg/kg M 002-003,006 Isopropyl benzene T209 M105 50 µg/kg M 002-003,006 M/P Xylene T209 M105 10 µg/kg M 002-003,006 n-Propylbenzene T209 M105 50 µg/kg M 002-003,006 O Xylene T209 M105 10 µg/kg M 002-003,006 p-Isopropyltoluene T209 M105 50 µg/kg M 002-003,006 S-Butylbenzene T209 M105 50 µg/kg M 002-003,006 Styrene T209 M105 50 µg/kg U 002-003,006 T-Butylbenzene T209 M105 50 µg/kg M 002-003,006 Tetrachloroethene T209 M105 50 µg/kg M 002-003,006 Toluene T209 M105 10 µg/kg M 002-003,006 Trans-1,2-Dichloroethene T209 M105 50 µg/kg M 002-003,006 Trans-1,3-Dichloropropene T209 M105 50 µg/kg M 002-003,006 Trichloroethene T209 M105 50 µg/kg M 002-003,006 Trichlorofluoromethane T209 M105 50 µg/kg M 002-003,006 Vinyl chloride T209 M105 50 µg/kg M 002-003,006 Naphthalene T207 M105 0.1 mg/kg M 001-004,006,008-009 Acenaphthylene T207 M105 0.1 mg/kg U 001-004,006,008-009 Acenaphthene T207 M105 0.1 mg/kg M 001-004,006,008-009 Fluorene T207 M105 0.1 mg/kg M 001-004,006,008-009 Phenanthrene T207 M105 0.1 mg/kg M 001-004,006,008-009 Anthracene T207 M105 0.1 mg/kg U 001-004,006,008-009 Fluoranthene T207 M105 0.1 mg/kg M 001-004,006,008-009 Pyrene T207 M105 0.1 mg/kg M 001-004,006,008-009 Benzo(a)Anthracene T207 M105 0.1 mg/kg M 001-004,006,008-009 Chrysene T207 M105 0.1 mg/kg M 001-004,006,008-009 Benzo(b)fluoranthene T207 M105 0.1 mg/kg M 001-004,006,008-009 Benzo(k)fluoranthene T207 M105 0.1 mg/kg M 001-004,006,008-009 Benzo(a)Pyrene T207 M105 0.1 mg/kg M 001-004,006,008-009 Indeno(123-cd)Pyrene T207 M105 0.1 mg/kg M 001-004,006,008-009 Dibenzo(ah)Anthracene T207 M105 0.1 mg/kg M 001-004,006,008-009 Benzo(ghi)Perylene T207 M105 0.1 mg/kg M 001-004,006,008-009 PAH(total) T207 M105 0.1 mg/kg U 001-004,006,008-009 TPH (Sum of Bands) T85 M105 N 006

Produced by Scientific Analysis Laboratories Ltd, Hadfield House, Hadfield Street, Cornbrook, Manchester, M16 9FE Page 7 of 7 This document has been printed from a digitally signed master copy 486121-1 Robyn Cummings Telephone: 020 7261 1091 Email: [email protected]

Bristol Road, GLOUCESTER, GL2 5YB

Prepared for: Mr P Graham Paul Graham Wellington House Starley Way Solihul B37 7HB

Report Reference: SCC_59105695_1_1

Report Date: 12-AUG-2014

Customer Reference: wave 2 Bristol Rd env reports

National Grid Reference: 381780 215840

Site Area: 2033 m²

If you have any questions on the contents of this Report please contact Landmark Customer Helpdesk which is open from 9:00am - 5:30pm, Monday - Friday, via one of the following channels:

Telephone: 0844 844 9966 Fax: 0844 844 9980 Email: [email protected] Website: www.sitecheck.co.uk RPS Risk Assessment

Low Moderate High

Current Use

OPEN STORAGE

Proposed Use light industrial unit

Summary of Findings

FURTHER ACTION ADVISED (SEE RECOMMENDATIONS)

Low Moderate High

Likelihood of significant ground contamination existing beneath the site

Likelihood to be defined as 'contaminated' under Part 2A of EPA (1990) in its current use

Likelihood to be defined as 'contaminated' under Part 2A of EPA (1990) for proposed use

Note: Where redevelopment is proposed, the RPS risk rating for the proposed use has assumed that no further contaminated land investigation / remediation work will be carried out. However, in reality, where the risk is 'moderate' or 'high' it is likely that the Local Authority will require further investigation (and possible remedial works) as a standard condition of planning to ensure that the site does not meet the definition of 'contaminated land' under Part 2A of the EPA 1990, and that the site is considered suitable for its proposed use. This is a requirement under the National Planning Policy Framework (2012).

Other Factors

Moderate Potential for Compressibility Moderate Potential for Running Sand Contaminated Land Assessment

Superficial Deposits: Tidal Flat Deposits (clay, silt and sand). Bedrock Geology: Blue Lias Formation and Charmouth Mudstone Formation (Undifferentiated).

Detailed historical maps (incl. scales of 1:1250 and 1:2500) indicate that the site was occupied by likely residential buildings in the west, with the rest of the site on land associated with a Gas Works, with small likely industrial buildings in the east from at least 1884. By c.1902 Tanks were present in the southeast and northeast of the site (until c.1968). By c.1968, part of a larger likely industrial building was present in the east and the area was labelled as a Gas Holder Station from c.1973. By c.1984 the majority of the site had been cleared, however the residential dwellings remained until c.2014, when the entire site was cleared. RPS has been advised that the site is currently used for open storage.

Notable land uses in the surrounding area include the continuation of the Gas Works to the north and east from 1884, with associated Gas Holders, Tanks, Kilns and sidings. The Gas Works extended to the south of the site in c.1968 until c.1984, since when a large Garage has been present 15m to the south. The Gas Works located immediately adjacent to the north and east appeared to have been cleared by c.1992, however, the Gas Works remain present 70m to the north of the site.

Due to the potentially contaminative land uses recorded both onsite and in close proximity for over 100 years, there is a high likelihood of significant ground contamination beneath the site.

The site is considered to be located in a marginally sensitive environmental setting. It is above Secondary Aquifers relating to the Tidal Flat Deposits and the Blue Lias and Charmouth Mudstone Formations. The site is not located within a groundwater Source protection Zone and no sensitive groundwater abstractions have been recorded within 1km of the site. The nearest surface water feature is the Gloucester and Sharpness Canal located 145m to the northwest of the site. The site is located within a predominantly industrial location, and RPS has been advised that the site is proposed to be redeveloped to comprise a light industrial unit.

Given the historical industrial use of the site (and therefore the potential for contamination), its proximity to sensitive receptors (nearby watercourse and underlying aquifers), as well as its proposed development, ground conditions may represent an environmental liability for the owner or occupier, owing to the potential contaminant-pathway-receptor linkage.

Accordingly, it is possible that the site may be defined as 'contaminated' by the Regulators under Part 2A of the Environmental Protection Act (EPA) 1990. Further enquiries should be undertaken to qualify this possible risk.

Recommendations

It is likely that an environmental report (i.e. Phase 1 Report) and also an intrusive site investigation will be required to assess the potential contamination status of the site, as part of the planning process. Consequently, in order to assess the site's suitability for its proposed use, and enable the design of an appropriate scope of works for a site investigation (if required), the recommendation below should be followed:

- A Phase 1 Environmental Risk Assessment including a site inspection, additional historical map review, assessment of the environmental setting, review of existing reports, direct consultation with regulatory bodies and overall assessment of the site's suitability for use / any redevelopment constraints. Cost Estimate: £1,250-£1,500+VAT.

An RPS Phase 1 report can generally be provided within 10 working days of commission (draft), with the final report prepared on receipt of all regulatory responses (usually within 15 days).

Note: Should any significant ground contamination be encountered during ground works at the site, work should cease immediately and advice be sought from a suitably qualified environmental consultant. Other Environmental Issues i. The site is located in an area at risk of potential flooding not benefiting from flood defences. Given the proposed redevelopment / change in use, planning permission is likely to require a Flood Risk Assessment in accordance with the National Planning Policy Framework (2012). This should be confirmed with the Environment Agency during the planning consultation stage. An RPS quote for a full Flood Risk Assessment is available on request. ii. Under the Energy Performance of Buildings Directive, buildings require an Energy Performance Certificate (EPC) upon their construction, sale or lease. Please contact RPS for further advice. iii. Developments are increasingly being required to demonstrate their sustainability, particularly during the planning process. This may include an assessment of sustainability against a recognised scheme such as BREEAM and/or the 'Code for Sustainable Homes' and consideration of the use of renewable energy. Please contact RPS for further advice and support. iv. The site is considered to have the potential to support sensitive ecology / protected species. In view of the proposed development / redevelopment, and as required under the Wildlife and Countryside Act 1981, it would be prudent to undertake an ecological scoping report prior to any work commencing on site. This would involve inspecting the site and its surroundings to identify any features, habitats or species, which could represent a constraint / delay on the proposed development if not undertaken at an early stage. An RPS quote is available on request.

Reliance

Reliance of this report is permitted for a lender and/or a third party for up to six months from the date it was produced. Please see the Terms and Conditions at the back of this report for more details.

Any further work undertaken by RPS will be carried out under RPS Standard Terms and Conditions.

Services

If you require RPS to carry out any work on your behalf, please email [email protected].

Following completion of the recommendations provided within this report, or on receipt of new information, a RPS follow-up report can be produced clarifying or amending the risk assessment relating to ground contamination. A charge may be made for the review of new information (dependent on the volume of information), but this will be confirmed in advance.

Should you require any further information on this report, please contact Sitecheck Customer Services on 0844 844 9966 or the RPS Commercial Advice line on 020 7261 1091.

Lending Assessment - if required, this Sitecheck report can be used in conjunction with a Debt Finance Assessment in support of a funder's requirements for environmental liability assessment. Please contact RPS on the number above for further details.

Completed by: RPS Environmental Risk Team

The RPS Risk Assessment is based only on the information as shown by data sources collected by Landmark Information Group Ltd and supplied within the associated Sitecheck Review Report with RPS Risk Assessment including further information provided by the client. The RPS Risk Assessment should be read in conjunction with the Guidance Notes and the Sitecheck Review Report. No responsibility can be accepted for any error or omissions in the data supplied to RPS. No physical inspection of the property has been carried out. The RPS Risk Assessment is subject to the Landmark Terms and Conditions. Contents

Report Sections and Details Page Summary of Site - This section comprises contaminant, pathway and receptor information found on site. Other factors which may affect the site are also included.

Aerial Photo 1 The aerial photo gives an overall view of the area. The smaller large-scale Ordnance Survey map includes the site boundary and search zone buffer at 500m.

Location Map 2 The large-scale Ordnance Survey map includes the site boundary and search zone buffer at 500m. The smaller aerial photo also includes the site boundary.

Summary Table 3 This section comprises of a summary table of the information found on site and in its vicinity.

Current Land Use 7 This section contains up to 9 maps, which show the current land use features. The following pages detail these features and identify the Reference Number and direction.

Historical Land Use 63 This section contains up to 2 maps, which show historical land use features. The following pages detail these features and identify the Reference Number and direction. A table listing all the maps used to source this information is included.

Sensitivity 80 This section contains up to 3 maps, which show pathway and receptor features. The following pages detail these features and identify the Reference Number and direction. This section also contains a separate Flood Map and flood details.

Other Factors 95 This section contains information on other factors which may affect the site and its vicinity.

Historical Maps 98 This section contains 1:10,000 and 1:10,560 historical maps.

Guidance Notes for Practitioner 108 This section gives guidance on the purpose, methodology and scope of the RPS Risk Assessment.

Useful Information 110 This section contains information which may be of use when interpreting the report.

Useful Contacts 111 All textual information is linked by the 'Contact Ref' to this quick reference list of contacts. These contacts may be able to supply additional information or answer any subsequent query relating to that record.

rpr_sitecheck v39.0

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Historical Land Use Page Reference No. Number Potentially Contaminative Uses (Map ID)

Potentially Contaminative Industrial Uses (Past Land Use)

Use: Gas manufacture & distribution Date of Mapping: 1888 - 1955 73 1 Distance: 0m Grid Reference: 381782, 215835

Sensitivity Page Reference No. Number Pathways (Map ID)

Groundwater Vulnerability

Geological Non Aquifer (Negligibly permeable) - Formations which are generally regarded as Classification: containing insignificant quantities of groundwater. However, groundwater flow through such rocks, although imperceptible, does take place and needs to be considered in assessing the risk associated with persistent pollutants Soil Classification: Not classified 81 - Map Sheet: Sheet 37 Southern Cotswolds Scale: 1:100,000 Contact Ref: 3 Distance: 0m Grid Reference: 381782, 215835

Extreme Flooding from Rivers or Sea without Defences

Type: Extent of Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial Models Source: Environment Agency, Head Office Boundary Accuracy: As Supplied 81 - Contact Ref: 3 Distance: 0m Grid Reference: 381782, 215835

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Other Factors Page Reference No. Number Geological (Map ID)

BGS 1:50,000 Geological Mapping Coverage

Map Sheet No.: 234 Map Name: Gloucester Map Date: 1975 Bedrock Geology: Available Superficial Geology: Available Artificial Geology: Available 95 - Faults: Not Supplied Landslip: Available Rock Segments: Not Supplied Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

BGS 1:50,000 Superficial Deposits

LEX Code: TFD Rock Name: Tidal Flat Deposits Rock Type: Clay, Silt and Sand Min. Age: Holocene 95 - Max. Age: Holocene Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

BGS 1:50,000 Bedrock Geology

LEX Code: BLCR Rock Name: Blue Lias Formation and Charmouth Mudstone Formation (Undifferentiated) Rock Type: Mudstone Min. Age: Pliensbachian 95 - Max. Age: Rhaetian Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

Radon Potential - Radon Protected Areas

Radon Affected Areas: The property is in a lower probability radon area, as less than 1% of homes are above the action level Source: British Geological Survey, National Geoscience Information Service 96 - Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

Radon Potential - Radon Protection Measures

Radon Protection None Measures: 96 - Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

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Other Factors Page Reference No. Number Geological (Map ID)

Potential for Compressible Ground Stability Hazards

Hazard Potential: Moderate Source: British Geological Survey, National Geoscience Information Service 96 - Contact Ref: 1

Potential for Landslide Ground Stability Hazards

Hazard Potential: Very Low Source: British Geological Survey, National Geoscience Information Service 96 - Contact Ref: 1

Potential for Running Sand Ground Stability Hazards

Hazard Potential: Moderate Source: British Geological Survey, National Geoscience Information Service 96 - Contact Ref: 1

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Hazard Potential: Very Low Source: British Geological Survey, National Geoscience Information Service 97 - Contact Ref: 1

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Site Bristol Road,GLOUCESTER,GL2 5YB

Grid Reference 381780, 215840

Report Reference SCC_59105695_1_1

Customer Reference wave 2 Bristol Rd env reports

Size of Site 2033 m²

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Site Bristol Road,GLOUCESTER,GL2 5YB

Grid Reference 381780, 215840

Report Reference SCC_59105695_1_1

Customer Reference wave 2 Bristol Rd env reports

Size of Site 2033 m²

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Current Land Use On Site 0-250m 250- 500- 500m 1000m Contaminants 0 78 97 23

Waste/Landfill Sites

BGS Recorded Landfill Sites 0 0 1 0

Licensed Waste Management Facilities (Landfill Boundaries) 0 0 0 0

Licensed Waste Management Facilities (Locations) 0 0 3 2

Local Authority Recorded Landfill Sites 0 1 0 0

Registered Landfill Sites 0 0 0 0

Registered Waste Transfer Sites 0 2 0 n/a

Registered Waste Treatment or Disposal Sites 0 0 2 2

Statutory Authorisations

Local Authority Pollution Prevention and Controls 0 4 8 n/a

Contaminated Land Register Entries and Notices 0 0 0 n/a

Registered Radioactive Substances 0 0 0 n/a

Discharge Consents

Discharge Consents 0 4 9 n/a

Water Industry Act Referrals 0 0 0 n/a

Industrial Processes

Integrated Pollution Controls 0 0 0 15

Integrated Pollution Control Registered Waste Sites 0 0 0 0

Integrated Pollution Prevention And Control 0 2 0 n/a

Local Authority Integrated Pollution Prevention And Control 0 0 0 n/a

Storage of Hazardous Substances

Control of Major Accident Hazards Sites (COMAH) 0 0 0 3

Explosive Sites 0 0 0 n/a

Notification of Installations Handling Hazardous Substances (NIHHS) 0 1 0 n/a

Planning Hazardous Substance Consents 0 1 0 n/a

Contraventions

Local Authority Pollution Prevention and Control Enforcements 0 0 0 n/a

Enforcement and Prohibition Notices 0 0 0 n/a

Planning Hazardous Substance Enforcements 0 0 0 n/a

Prosecutions Relating to Authorised Processes 0 0 0 n/a

Prosecutions Relating to Controlled Waters 0 0 1 n/a

Substantiated Pollution Incident Register 0 0 4 n/a

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Current Land Use On Site 0-250m 250- 500- 500m 1000m Contaminants 0 78 97 23

Potentially Contaminative Uses

Contemporary Trade Directory Entries 0 62 67 n/a

Fuel Station Entries 0 1 2 n/a

Miscellaneous

BGS Recorded Mineral Sites 0 0 0 1

Historical Land Use On Site 0-250m 250- 500m Contaminants 1 60 48

Potentially Contaminative Uses

Historical Tanks And Energy Facilities 0 55 30

Potentially Contaminative Features from Historical Building Plans 0 n/a n/a

Potentially Contaminative Industrial Uses (Past Land Use) 1 4 7

Potentially Infilled Land

Former Marshes 0 0 0

Potentially Infilled Land (Non-Water) 0 1 0

Potentially Infilled Land (Water) 0 0 11

Sensitivity On Site 0-250m 250- 500- 500m 1000m Pathways and Receptors 2 7 5 3

Pathways

Groundwater Vulnerability 1 0 n/a n/a

Drift Deposits 0 0 n/a n/a

Historical Flood Liabilities 0 0 0 0

Extreme Flooding from Rivers or Sea without Defences 1 1 n/a n/a

Flooding from Rivers or Sea without Defences 0 1 n/a n/a

Areas Benefiting from Flood Defences 0 0 n/a n/a

Flood Water Storage Areas 0 0 n/a n/a

Flood Defences 0 0 n/a n/a

River Quality Biology Sampling Points 0 0 1 0

River Quality Chemistry Sampling Points 0 0 0 1

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Sensitivity On Site 0-250m 250- 500- 500m 1000m Pathways and Receptors 2 7 5 3

Environmentally Sensitive Receptors

Areas of Outstanding Natural Beauty 0 0 0 0

Environmentally Sensitive Areas 0 0 0 0

Local Nature Reserves 0 0 0 1

National Nature Reserves 0 0 0 0

Nearest Surface Water Feature 0 1 0 0

Ramsar Sites 0 0 0 0

Sites of Special Scientific Interest 0 0 0 0

Source Protection Zones 0 0 0 0

Special Areas of Conservation 0 0 0 0

Licenced Water Abstractions 0 4 4 1

Protected Countryside Areas

Forest Parks 0 0 0 0

National Parks 0 0 0 0

National Scenic Areas 0 0 0 0

Nitrate Sensitive Areas 0 0 0 n/a

Nitrate Vulnerable Zones 0 0 0 n/a

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Other Factors On Site 0-250m 250- 500- 500m 1000m Geological 11 4 0 0

BGS 1:50,000 Geological Mapping Coverage 1 n/a n/a n/a

BGS 1:50,000 Mass Movement 0 n/a n/a n/a

BGS 1:50,000 Artificial Ground 0 n/a n/a n/a

BGS 1:50,000 Superficial Deposits 1 n/a n/a n/a

BGS 1:50,000 Bedrock Geology 1 n/a n/a n/a

BGS 1:50,000 Faults and Rock Segments 0 n/a n/a n/a

Brine Compensation Area 0 0 0 0

Coal Mining Affected Areas 0 0 n/a n/a

Mining Instability 0 0 n/a n/a

Man-Made Mining Cavities 0 0 0 0

Natural Cavities 0 0 0 0

Non Coal Mining Areas of Great Britain 0 0 n/a n/a

Radon Potential - Radon Protected Areas 1 0 n/a n/a

Radon Potential - Radon Protection Measures 1 0 n/a n/a

Potential for Collapsible Ground Stability Hazards 1 1 n/a n/a

Potential for Compressible Ground Stability Hazards 1 1 n/a n/a

Potential for Ground Dissolution Stability Hazards 1 0 n/a n/a

Potential for Landslide Ground Stability Hazards 1 0 n/a n/a

Potential for Running Sand Ground Stability Hazards 1 1 n/a n/a

Potential for Shrinking or Swelling Clay Ground Stability Hazards 1 1 n/a n/a

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Landfill Map

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Contaminants Ref No. Search Direction Landfill Sites Buffer

Local Authority Landfill Coverage

Name: Gloucestershire County Council - On Site S - Has supplied landfill data Contact Ref: 2

Name: Gloucester City Council - On Site S - Has no landfill data to supply Contact Ref: 6

Name: Tewkesbury Borough Council - 500-1000m W - Landfill data has been supplied by another authority Contact Ref: 8

BGS Recorded Landfill Sites

Site Name: Bristol Rd 2 250-500m N Location: GLOUCESTER, Gloucestershire Authority: British Geological Survey, National Geoscience Information Service Ground Water: Information not available Surface Water: Information not available Geology: N/A Positional Accuracy: Positioned by the supplier Boundary Accuracy: Good Contact Ref: 1 Distance: 343m Grid Reference: 381915, 216177

Licensed Waste Management Facilities (Locations)

Licence Number: 48239 3 250-500m NE Location: Land/premises At, Byard Road, Off Bristol Road, Gloucester, Gloucestershire, GL2 5DF Operator Name: European Metal Recycling Ltd Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: Metal Recycling Sites (Vehicle Dismantlers) Licence Status: Modified Issued: 16th September 2005 Last Modified: 11th December 2009 Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 285m Grid Reference: 381912, 216114

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Licensed Waste Management Facilities (Locations)

Licence Number: 48221 4 250-500m NE Location: 6 Empire Way, Gloucester, Gloucestershire, GL2 5HY Operator Name: Mr Richard Martin & Mr David Martin Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: End of Life Vehicles Licence Status: Transferred Issued: 14th April 2005 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 416m Grid Reference: 382033, 216198

Licence Number: 48084 5 250-500m N Location: Byard Road, Gloucester, Gloucestershire, GL2 6DF Operator Name: Coopers ( Metals ) Ltd Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: Metal Recycling Sites (Mixed) Licence Status: Expired Issued: 29th April 1995 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 431m Grid Reference: 381924, 216269

Licence Number: 48001 6 500-1000m W Location: Netheridge Sewage Treatment Wks, Hempsted Lane, Hempsted, Gloucester, Gloucestershire, GL2 6LE Operator Name: Severn Trent Water Ltd Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: Household, Commercial And Industrial Transfer Stations Licence Status: Modified Issued: 9th July 1999 Last Modified: 12th December 2003 Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 593m Grid Reference: 381163, 215770

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Licensed Waste Management Facilities (Locations)

Licence Number: 400030 7 500-1000m W Location: Netheridge C H P Plant, Hempsted Lane, Gloucester, GL2 5LF Operator Name: Severn Trent Water Ltd Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: Landfill Gas Engine (<3 mW) Licence Status: Issued Issued: 3rd April 2013 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 655m Grid Reference: 381110, 215700

Local Authority Recorded Landfill Sites

Location: Shakespeare Avenue, Podsmead 8 0-250m SE Reference: Not Supplied Authority: Gloucestershire County Council Last Reported Status: Closed Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Manually positioned within the geographical locality Boundary Quality: Not Applicable Contact Ref: 2 Distance: 239m Grid Reference: 381996, 215681

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Waste Map

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Registered Waste Transfer Sites

Licence Holder: British Gas Plc (South Western) 9 0-250m N Licence Reference: 131/402 Site Location: Glevum HouseBristol RoadHempstedGLOUCESTERGloucestershireGL2 6YA Operator Location: RiversideTemple StreetKeynshamBRISTOLAvonBS18 1EQ Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Transfer Maximum Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st May 1994 Preceded by Licence: Not Given Superceded by Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Quality: Not Supplied Authorised Waste Concrete, Tarmac, Etc General Builders/Demolition Waste Materials From Excavation, Subsoil Max.Waste Permitted By Licence Prohibited Waste Liquid Wastes Tyres/Similar Waste N.O.S. Contact Ref: 3 Distance: 138m Grid Reference: 381800, 216000

Licence Holder: Bancroft Motor Factors Ltd 10 0-250m W Licence Reference: 068/341 Site Location: Unit 2b Riga WharfBristol StreetGloucesterGloucestershire Operator Location: 91 Brealey StreetBIRMINGHAMWest MidlandsB19 3NU Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Transfer Maximum Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source Some restriction on source of waste Restrictions: Licence Status: Site exempt from licenceExempt Dated: 1st February 1992 Preceded by Licence: Not Given Superceded by Not Given Licence: Positional Accuracy: Approximate location provided by supplier Boundary Quality: Not Supplied Authorised Waste Alcohols Aliphatic Hydrocarbons Aromatic Hydrocarbons Esters Ethers Max.Storage In State.Intent Max.Waste Permitted By Licence Paint Waste Water Based Gunwash Contact Ref: 3 Distance: 155m Grid Reference: 381600, 215800

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Registered Waste Treatment or Disposal Sites

Licence Holder: Cooper (Metals) Ltd 11 250-500m N Licence Reference: SY 23 Site Location: Byard Road, GLOUCESTER, Gloucestershire, GL2 6DF Operator Location: As Site Address Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Scrapyard Maximum Input Rate: Large (Equal to or greater than 75,000 and less than 250,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Record supersededSuperseded Dated: 1st February 1992 Preceded by Licence: Not Given Superceded by SY 23 Licence: Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Supplied Authorised Waste Batteries Haz.Items Directly Assoc.With Vehicles Max.Waste Permitted By Licence Oils Petrol Scrap Metal Prohibited Waste Carcinogenic Wastes Clinical Wastes Immiscible Flammable Solvents Medical (Misuse Of Drugs Act) Percussive/Explosive Waste Radioactive Wastes Special Wastes Waste Contam.With Pathogenic Organisms Contact Ref: 3 Distance: 422m Grid Reference: 381920, 216260

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Registered Waste Treatment or Disposal Sites

Licence Holder: Cooper (Metals) Ltd 11 250-500m N Licence Reference: SY 23 Site Location: Byard Road, GLOUCESTER, Gloucestershire, GL2 6DF Operator Location: Bridge HouseGipsy LaneSwindonWiltshireSn2 6dz Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Scrapyard Maximum Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Operational as far as is knownOperational Dated: 11th June 1997 Preceded by Licence: SY 23 Superceded by Not Given Licence: Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Supplied Authorised Waste Fragmentiser Waste Max.Waste Permitted By Licence Scrap Equipment Scrap Metal Scrap Vehicles Swarf/Turnings Transformers/Capacitors But White Goods (Drained Of Any Refrig'T) Prohibited Waste Asbestos Liquid Wastes Pcbs ( At Conc > 50ppm) Sludge Wastes Spec.Waste (Epa'90:S62/1996 Regs)N.O.S Waste N.O.S. Contact Ref: 3 Distance: 422m Grid Reference: 381920, 216260

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Registered Waste Treatment or Disposal Sites

Licence Holder: Avon Metals Ltd 12 500-1000m NE Licence Reference: SY 4 Site Location: Ashville Works, Bristol Road, GLOUCESTER, Gloucestershire, GL2 6DA Operator Location: Ashville WorksBristol RoadGLOUCESTERGloucestershireGL2 6DA Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Scrapyard Maximum Input Rate: Small (Equal to or greater than 10,000 and less than 25,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Site exempt from licenceExempt Dated: 1st December 1991 Preceded by Licence: Not Given Superceded by Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Quality: Not Supplied Authorised Waste Batteries Haz. Items Directly Assoc.With Vehicle Oils Petrol Scrap Metal Prohibited Waste Carcinogens Clinical Wastes Immiscible Flammable Solvents Medical (Misuse Of Drugs Act) Percussive/Explosive Waste Radioactive Wastes Special Wastes Waste Contam.With Pathogenic Organisms Contact Ref: 3 Distance: 588m Grid Reference: 382024, 216396

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Registered Waste Treatment or Disposal Sites

Licence Holder: Severn Trent Water Ltd 13 500-1000m W Licence Reference: EAWML48001 Site Location: Netheridge S.T.Works, Hempsted Lane, Hempsted, Gloucester, Gloucestershire Operator Location: 2297 Coventry RoadSheldonBIRMINGHAMWest MidlandsB26 3PU Authority: Environment Agency - Midlands Region, Lower Severn Area Site Category: Treatment - Biological Maximum Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Operational as far as is knownOperational Dated: 9th July 1999 Preceded by Licence: Not Given Superceded by Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Quality: Not Supplied Authorised Waste Animal Processing Wastes Cellulose Wastes (Natural/Synthetic) Dyestuffs Waste Fats, Waxes And Greases Food Processing Wastes/Starch Industrial Effluent Treatment Sludge Interceptor Pit Wastes Liquid & Sludge Non-Hazardous Commercial/Industrial Waste - Comprising Maximum Waste From Regis List Mixed Inorganic Compounds Mixed Organic Compounds Other Industrial Wastes Pharmaceuticals In Bulk/Production Cont'Rs Printing Industry Wastes/Ink Soaps & Detergents Tank Cleaning Sludge Tannery & Fellmongers Waste Vegetable And Other Oils Water (Contaminated) Prohibited Waste Drummed Waste Other Waste/Waste Not Otherwise Specified Special Waste (As In Epa 1990:S62 Of 1996 Regs) Contact Ref: 3 Distance: 754m Grid Reference: 381000, 215800

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Statutory Authorisations Map

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Contaminants Ref No. Search Direction Statutory Authorisations Buffer

Local Authority Pollution Prevention and Controls

Name: Bristol Street Motors 14 0-250m SW Location: Bristol Road, GLOUCESTER, Gloucestershire, GL2 5YB Authority: Gloucester City Council, Environmental Health Department Permit Reference: EP23-09 Dated: 9th September 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG6/34 Respraying of road vehicles Status: Permitted Positional Accuracy: Manually positioned to the address or location Contact Ref: 4 Distance: 65m Grid Reference: 381716, 215772

Name: Sparrows Wharf Service Station 15 0-250m N Location: 364 Bristol Road, GLOUCESTER, GL2 5YB Authority: Gloucester City Council, Environmental Health Department Permit Reference: EPA71/04 Dated: 10th March 2004 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Contact Ref: 4 Distance: 147m Grid Reference: 381719, 216002

Name: Pj Nicholls Ltd 15 0-250m N Location: Sparrows Wharf, 364 Bristol Road, GLOUCESTER, Gloucestershire, GL2 5DH Authority: Gloucester City Council, Environmental Health Department Permit Reference: PPC42-05 Dated: 31st December 1998 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Automatically positioned to the address Contact Ref: 4 Distance: 147m Grid Reference: 381719, 216002

Name: Pet Feeds Ltd 16 0-250m S Location: Tuffley Mill, Lower Tuffley Lane, GLOUCESTER, Gloucestershire, GL2 5DP Authority: Gloucester City Council, Environmental Health Department Permit Reference: 11/92 Dated: 23rd August 1993 Process Type: Local Authority Air Pollution Control Description: PG6/24 Pet food manufacturing Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the road within the address or location Contact Ref: 4 Distance: 194m Grid Reference: 381802, 215611

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Local Authority Pollution Prevention and Controls

Name: Cemex Uk Materials Ltd 17 250-500m SW Location: The Old Log Pond, Bristol Road, GLOUCESTER, Gloucestershire, GL2 5DH Authority: Gloucester City Council, Environmental Health Department Permit Reference: Ppc11-03 Dated: 23rd March 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Permitted Positional Accuracy: Located by supplier to within 10m Contact Ref: 4 Distance: 341m Grid Reference: 381478, 215624

Name: Hempsted Bridge Service Station 18 250-500m N Location: 271 Bristol Road, GLOUCESTER, Gloucestershire, GL2 5DB Authority: Gloucester City Council, Environmental Health Department Permit Reference: PPC49-05 Dated: 31st December 1998 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Contact Ref: 4 Distance: 356m Grid Reference: 381882, 216204

Name: Chelmix Ltd 19 250-500m S Location: The Old Bakery, Lower Tuffley Lane, GLOUCESTER, Gloucestershire, GL2 5DP Authority: Gloucester City Council, Environmental Health Department Permit Reference: Ppc09-03 Dated: 25th February 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Permitted Positional Accuracy: Manually positioned to the address or location Contact Ref: 4 Distance: 395m Grid Reference: 381866, 215417

Name: Cms Repair & Maintenance 20 250-500m NE Location: Empire House, Empire Way, GLOUCESTER, GL2 5HY Authority: Gloucester City Council, Environmental Health Department Permit Reference: Ppc29-05 Dated: 28th February 2005 Process Type: Local Authority Pollution Prevention and Control Description: PG6/34 Respraying of road vehicles Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Contact Ref: 4 Distance: 396m Grid Reference: 381997, 216196

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Local Authority Pollution Prevention and Controls

Name: Texaco 21 250-500m S Location: Cole Avenue, GLOUCESTER, Gloucestershire, GL2 5ER Authority: Gloucester City Council, Environmental Health Department Permit Reference: 49/98 Dated: 31st December 1998 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Contact Ref: 4 Distance: 440m Grid Reference: 381772, 215366

Name: Gloster Finishing 91 Ltd 21 250-500m S Location: Central Trading Estate, Cole Avenue, GLOUCESTER, Gloucestershire, GL2 5HA Authority: Gloucester City Council, Environmental Health Department Permit Reference: 22/92 Dated: 11th October 1993 Process Type: Local Authority Air Pollution Control Description: PG6/31 Powder coating processes ( including sheradizing ) Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the road within the address or location Contact Ref: 4 Distance: 452m Grid Reference: 381750, 215355

Name: Dcs Car Repairs Ltd 22 250-500m N Location: Unit 1 Empire Way, Bristol Road, GLOUCESTER, Gloucestershire, GL2 5HY Authority: Gloucester City Council, Environmental Health Department Permit Reference: EP25-08 Dated: 3rd July 1996 Process Type: Local Authority Pollution Prevention and Control Description: PG6/34 Respraying of road vehicles Status: Permitted Positional Accuracy: Manually positioned to the address or location Contact Ref: 4 Distance: 487m Grid Reference: 381955, 216316

Name: Travis Perkins 23 250-500m NE Location: Ashville Road, Gloucester Authority: Gloucester City Council, Environmental Health Department Permit Reference: EP59-08 Dated: 4th August 2008 Process Type: Local Authority Pollution Prevention and Control Description: PG6/2 Manufacture of timber and wood-based products Status: Permitted Positional Accuracy: Located by supplier to within 10m Contact Ref: 4 Distance: 490m Grid Reference: 382045, 216277

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Discharge Consents Map

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Discharge Consents

Operator: Axsia Serck Baker Limited 24 0-250m W Property Type: Domestic Property (Single) Location: Riga House, 380 Bristol Road, Gloucester, Gloucestershire, Gl2 6xy Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/23124/T Permit Version: 1 Effective Date: 13th September 1995 Issued Date: 13th September 1995 Revocation Date: 11th December 2006 Discharge Type: Trade Discharge - Process Water Discharge Canal Environment: Receiving Water: Gloucester Sharpness Canal Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 155m Grid Reference: 381600, 215800

Operator: British Gas Properties 25 0-250m NE Property Type: Undefined Or Other Location: Hempsted Site Glevum House, Bristol Road, Gloucester, Gloucestershire Authority: Environment Agency, Midlands Region Catchment Area: Uncategorised Lower Severn Reference: S/20/25018/T Permit Version: 1 Effective Date: 19th August 1996 Issued Date: 19th August 1996 Revocation Date: Not Supplied Discharge Type: Trade Discharges - Site Drainage (Contam Surface Water, Not Tips) Discharge Ditch Environment: Receiving Water: Black Ditch Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 214m Grid Reference: 381920, 216030

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Discharge Consents

Operator: National Grid Property Holdings Limited 25 0-250m NE Property Type: Domestic Property (Single) Location: Glevum House, Bristol Road, Gloucester, Gloucestershire Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/25018/T Permit Version: 1 Effective Date: 19th August 1996 Issued Date: 19th August 1996 Revocation Date: Not Supplied Discharge Type: Trade Discharges - Site Drainage (Contam Surface Water, Not Tips) Discharge Freshwater Stream/River Environment: Receiving Water: Black Ditch Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 214m Grid Reference: 381920, 216030

Operator: Bristol Channel Fisheries 26 0-250m N Property Type: Fish Farm Location: The Elver Station, Bristol Road, Gloucester Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/25561/T Permit Version: 1 Effective Date: 2nd February 2000 Issued Date: 2nd February 2000 Revocation Date: 11th June 2012 Discharge Type: Discharge Of Other Matter-Fish Farm Discharge Canal Environment: Receiving Water: Gloucester-Sharpness Canal Status: Surrendered under EPR 2010 Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 236m Grid Reference: 381750, 216100

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Discharge Consents

Operator: European Metal Recycling Limited 27 250-500m NE Property Type: Undefined Or Other Location: Premises At Byard Road, Gloucester, Gloucestershire, Gl2 6df Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/21948/T Permit Version: 1 Effective Date: 30th October 1992 Issued Date: 30th October 1992 Revocation Date: Not Supplied Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Black Ditch Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 263m Grid Reference: 381950, 216070

Operator: Severn Trent Water Limited 28 250-500m SW Property Type: Sewerage Network - Pumping Station - Water Company Location: Glou Cc Bristol Rd/Tuffley Ln - Sws, Bristol Road/Lower Tuffley Lane, Gloucester, Gloucestershire, Gl2 5ee Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/08141/O Permit Version: 1 Effective Date: 13th October 1980 Issued Date: 13th October 1980 Revocation Date: 29th September 2010 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Tuffley Brook Status: Surrendered under EPR 2010 Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 267m Grid Reference: 381610, 215600

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Discharge Consents

Operator: Severn Trent Water Limited 28 250-500m SW Property Type: Sewerage Network - Pumping Station - Water Company Location: Glou Cc Bristol Rd/Tuffley Ln - Sws, Bristol Road/Lower Tuffley Lane, Gloucester, Gloucestershire, Gl2 5ee Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/25758/T Permit Version: 1 Effective Date: 17th May 2001 Issued Date: 17th May 2001 Revocation Date: Not Supplied Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Whaddon Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 272m Grid Reference: 381600, 215600

Operator: Bristol Channel Fisheries 29 250-500m N Property Type: Fish Farm Location: Fishery At Elver Station, Bristol Road, Gloucester, Gloucester Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/07991/T Permit Version: 1 Effective Date: 24th July 1980 Issued Date: 24th July 1980 Revocation Date: 1st February 2000 Discharge Type: Discharge Of Other Matter-Fish Farm Discharge Canal Environment: Receiving Water: Gloucester / Sharpness Canal Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 286m Grid Reference: 381750, 216150

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Discharge Consents

Operator: Severn Rewinds Portakabin Limited 30 250-500m N Property Type: Domestic Property (Multiple) Location: 334 And 336 Bristol Road, Gloucester, Gloucestershire Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/25518/S Permit Version: 1 Effective Date: 14th September 1999 Issued Date: 14th September 1999 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Black Ditch Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 305m Grid Reference: 381790, 216170

Operator: Ready Mix Concrete 31 250-500m SW Property Type: Not Given Location: Ready Mixed Concrete Western Ltd , GLOUCESTER Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: S/20/04893/T/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 3rd December 1963 Revocation Date: Not Supplied Discharge Type: Trade Discharge - Process Water Discharge Canal Environment: Receiving Water: Gloucester/Sharpness Cnl. Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 339m Grid Reference: 381500, 215600

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Discharge Consents

Operator: Ready Mix Concrete 31 250-500m SW Property Type: Not Given Location: Ready Mixed Concrete Western Ltd , GLOUCESTER Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: S/20/04893/T/2 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 3rd December 1963 Revocation Date: Not Supplied Discharge Type: Trade Discharge - Process Water Discharge Canal Environment: Receiving Water: Gloucester/Sharpness Cnl. Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 342m Grid Reference: 381500, 215595

Operator: Severn Trent Water Limited 32 250-500m NE Property Type: Sewerage Network - Sewers - Water Company Location: Cole Avenue Storm Overflow, Cole Avenue, Gloucester Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: S/20/23082/O Permit Version: 1 Effective Date: 14th June 1995 Issued Date: 14th June 1995 Revocation Date: Not Supplied Discharge Type: Public Sewage: Storm Sewage Overflow Discharge Freshwater Stream/River Environment: Receiving Water: Trib Of River Severn Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 454m Grid Reference: 382140, 216160

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Contaminants Ref No. Search Direction Discharge Consents Buffer

Discharge Consents

Operator: Severn Trent Water Limited 33 250-500m NE Property Type: Sewerage Network - Sewers - Water Company Location: Sudmeadow Road, Gloucester, ., ., Gl2 5fw Authority: Environment Agency, Midlands Region Catchment Area: Lower Severn Catchment (Below Tewkesbury) Reference: Tsc3962 Permit Version: 1 Effective Date: 3rd September 2010 Issued Date: 3rd September 2010 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Severn Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 457m Grid Reference: 382100, 216200

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Industrial Processes Map

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Contaminants Ref No. Search Direction Industrial Processes Buffer

Integrated Pollution Controls

Name: Pressweld Ltd 34 500-1000m N Location: 2 - 28 Hempstead Lane, GLOUCESTER, Gloucestershire, GL2 5DG Authority: Environment Agency, Midlands Region Permit Reference: AK9089 Dated: 28th February 1994 Process Type: IPC new application Description: 4.3 A (F) Acid processes within the Chemical Industry Status: Application referred to Local Authority for consideration Positional Accuracy: Unknown Contact Ref: 3 Distance: 636m Grid Reference: 381800, 216500

Name: Van Moppes-Idp Ltd 35 500-1000m NE Location: Tuffley Crescent, GLOUCESTER, GL1 5NG Authority: Environment Agency, Midlands Region Permit Reference: AL6875 Dated: 17th January 1994 Process Type: Application since found to be exempt from IPC Description: Not Given Status: Application since found to be exempt from IPCExempt Positional Accuracy: Automatically positioned to the address Contact Ref: 3 Distance: 811m Grid Reference: 382372, 216431

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 5BX Authority: Environment Agency, Midlands Region Permit Reference: AX0186 Dated: 27th March 1997 Process Type: IPC new application Description: 4.5 A (M) Inorganic Chemical processes within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 811m Grid Reference: 382242, 216533

Name: Rhodia Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: BC6616 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Unknown Contact Ref: 3 Distance: 813m Grid Reference: 382247, 216533

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Integrated Pollution Controls

Name: Contract Chemicals (Gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AK4834 Dated: 28th February 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 814m Grid Reference: 382247, 216533

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AP8896 Dated: 7th March 1995 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 816m Grid Reference: 382252, 216533

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: BD0893 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 816m Grid Reference: 382252, 216533

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Integrated Pollution Controls

Name: Rhodia Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AK4869 Dated: 28th February 1994 Process Type: IPC new application Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 818m Grid Reference: 382247, 216538

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: BD7413 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.5 A (M) Inorganic Chemical processes within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Unknown Contact Ref: 3 Distance: 818m Grid Reference: 382247, 216538

Name: Contract Chemicals (Gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 5BX Authority: Environment Agency, Midlands Region Permit Reference: Bi2656 Dated: Not Supplied Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Application has met the requirements for authorisation (but not yet authorised)Not Yet Authorised Positional Accuracy: Automatically positioned to the address Contact Ref: 3 Distance: 818m Grid Reference: 382247, 216538

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: BD0885 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Unknown Contact Ref: 3 Distance: 820m Grid Reference: 382252, 216538

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Integrated Pollution Controls

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AP8985 Dated: 23rd February 1995 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 821m Grid Reference: 382252, 216538

Name: Contract Chemicals (gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 5BX Authority: Environment Agency, Midlands Region Permit Reference: BH6907 Dated: 2nd March 2000 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Contact Ref: 3 Distance: 822m Grid Reference: 382247, 216543

Name: Contract Chemicals (Gloucester) Ltd 36 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, Gloucestershire, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AK4842 Dated: 28th February 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Unknown Contact Ref: 3 Distance: 825m Grid Reference: 382252, 216543

Name: Rhone Poulenc Chemicals Ltd 37 500-1000m NE Location: 249-251 Bristol Road, GLOUCESTER, GL2 6BX Authority: Environment Agency, Midlands Region Permit Reference: AJ7161 Dated: 8th October 1993 Process Type: Application since found to be exempt from IPC Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Application since found to be exempt from IPCExempt Positional Accuracy: Manually positioned to the address or location Contact Ref: 3 Distance: 844m Grid Reference: 382214, 216588

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Integrated Pollution Prevention And Control

Name: Uwin Bio Ltd 38 0-250m SE Location: Unit 8, Capitol Park, Pearce Way, Gloucester, GL2 5YD Authority: Environment Agency, Midlands Region Permit Reference: SP3231UM Original Permit Sp3231um Reference: Effective Date: Not Supplied Status: Valid Application Type: Application Application Sub Type: New Positional Accuracy: Automatically positioned to the address Activity Description: Organic Chemicals; Oxygen Containing Compounds Eg Alcohols Activity Code: 4.1 A(1) (A) (II) Primary Activity: Y Contact Ref: 3 Distance: 145m Grid Reference: 381881, 215690

Name: Uwin Bio Ltd 39 0-250m N Location: Bristol Road Biodiesel Plant, Units 4 & 5, 279 Bristol Road, Gloucester, Gloucestershire, GL2 5DD Authority: Environment Agency, Midlands Region Permit Reference: AP3234XR Original Permit Ap3234xr Reference: Effective Date: 7th January 2011 Status: Revoked Application Type: Application Application Sub Type: New Positional Accuracy: Manually positioned to the address or location Activity Description: Organic Chemicals; Oxygen Containing Compounds Eg Alcohols Activity Code: 4.1 A(1) (A) (II) Primary Activity: Y Contact Ref: 3 Distance: 192m Grid Reference: 381822, 216051

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Hazardous Substances Map

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Contaminants Ref No. Search Direction Storage of Hazardous Substances Buffer

Control of Major Accident Hazards Sites (COMAH)

Name: Rhone Poulenc Chemicals Limited 40 500-1000m NE Location: 249 - 251 Bristol RoadGLOUCESTERGloucestershireGL2 6BX Reference: Not Supplied Type: Upper Tier Status: Record Ceased To Be Supplied Under COMAH Regulations Positional Accuracy: Manually positioned to the address or location Contact Ref: 5 Distance: 817m Grid Reference: 382248, 216537

Name: Contract Chemicals (Gloucester) Ltd 40 500-1000m NE Location: 249-251 Bristol RoadGloucesterGL2 5BX Reference: Not Supplied Type: Upper Tier Status: Record Ceased To Be Supplied Under COMAH Regulations Positional Accuracy: Automatically positioned to the address Contact Ref: 5 Distance: 818m Grid Reference: 382247, 216538

Name: Contract Chemicals (Gloucester) Ltd 40 500-1000m NE Location: 249-251 Bristol RoadGloucesterGL2 5BX Reference: Not Supplied Type: Lower Tier Status: Record Ceased To Be Supplied Under COMAH Regulations Positional Accuracy: Automatically positioned to the address Contact Ref: 5 Distance: 818m Grid Reference: 382247, 216538

Notification of Installations Handling Hazardous Substances (NIHHS)

Name: Transco 41 0-250m N Location: Glevum HouseHempstedGLOUCESTERGloucestershireGL2 5YA Status: Active Positional Accuracy: Automatically positioned to the address Contact Ref: 5 Distance: 125m Grid Reference: 381828, 215977

Planning Hazardous Substance Consents

Name: British Gas Plc 42 0-250m N Location: Hempsted Works, Bristol Road, GLOUCESTER, Gloucestershire, GL Authority: Gloucester City Council Application Ref: Dc1 Hazardous Substance: Part C, Flammable Substance (Not in Parts A&B), Gas or gases flammable in air, when held as a gas, where amount held is >= 15tonnes Maximum Quantity: 78 Application Date: Not Supplied Decision: Deemed Consent GrantedGranted Positional Accuracy: Manually positioned to the address or location Contact Ref: 6 Distance: 117m Grid Reference: 381780, 215982

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Contraventions Map

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Contaminants Ref No. Search Direction Contraventions Buffer

Prosecutions Relating to Controlled Waters

Location: Black Ditch Brook, Netheridge, Gloucester 43 250-500m NW Prosecution Text: Diluted Cutting Oil Allowed To Run Into Surface Waterdrains And, Consequently, The Nearby Watercourse Prosecution Act: Wra91 S85(1) Hearing Date: 29th November 2002 Verdict: Guilty Fine: 1000 Costs: 2000 Positional Accuracy: Manually positioned within the geographical locality Contact Ref: 3 Distance: 471m Grid Reference: 381478, 216233

Substantiated Pollution Incident Register

Authority: Environment Agency - Midlands Region, West Area 44 250-500m SW Incident Date: 15th July 2008 Incident Reference: 604876 Water Impact: Category 2 - Significant Incident Air Impact: Category 4 - No Impact Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: Other Pollutant Contact Ref: 3 Distance: 267m Grid Reference: 381547, 215655

Authority: Environment Agency - Midlands Region, Lower Severn Area 45 250-500m NW Incident Date: 8th January 2002 Incident Reference: 53644 Water Impact: Category 2 - Significant Incident Air Impact: Category 4 - No Impact Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: Oils - Cutting Oils Contact Ref: 3 Distance: 465m Grid Reference: 381586, 216291

Authority: Environment Agency - Midlands Region, Lower Severn Area 45 250-500m NW Incident Date: 19th December 2001 Incident Reference: 53641 Water Impact: Category 2 - Significant Incident Air Impact: Category 4 - No Impact Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: Oils - Cutting Oils Contact Ref: 3 Distance: 465m Grid Reference: 381586, 216291

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Substantiated Pollution Incident Register

Authority: Environment Agency - Midlands Region, Lower Severn Area 45 250-500m NW Incident Date: 17th January 2002 Incident Reference: 53639 Water Impact: Category 2 - Significant Incident Air Impact: Category 4 - No Impact Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: Oils - Cutting Oils Contact Ref: 3 Distance: 472m Grid Reference: 381585, 216298

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Potentially Contaminative Use Map

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Contemporary Trade Directory Entries

Name: A T J Logistics Ltd 46 0-250m S Location: Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 11m Grid Reference: 381789, 215794

Name: The Mot Centre 47 0-250m SE Location: 9 Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 55m Grid Reference: 381834, 215770

Name: Rapid Fit 48 0-250m SW Location: Bristol Road, Gloucester, GL2 5YB Classification: Mot Testing Centres Status: Active Positional Accuracy: Automatically positioned to the address Distance: 65m Grid Reference: 381716, 215773

Name: Bristol Street Ford 48 0-250m SW Location: Bristol Road, Gloucester, GL2 5YB Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 65m Grid Reference: 381716, 215773

Name: Bristol Street Commercials 48 0-250m SW Location: Bristol Road, GLOUCESTER, GL2 5YB Classification: Commercial Vehicle Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 65m Grid Reference: 381716, 215773

Name: Bristol Street Motors 48 0-250m SW Location: Bristol Road, Gloucester, GL2 5YB Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 65m Grid Reference: 381716, 215773

Name: Bristol Street Motors Gloucester 48 0-250m SW Location: Bristol Road, Gloucester, GL2 5YB Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 65m Grid Reference: 381716, 215773

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Contemporary Trade Directory Entries

Name: Into Cleaning Ltd 49 0-250m SE Location: Unit 11, Pearce Way, Gloucester, GL2 5YD Classification: Commercial Cleaning Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 78m Grid Reference: 381846, 215749

Name: Fast Fit Clutch Centre 49 0-250m SE Location: Unit 17 Pearce Way, Gloucester, Glos, GL2 5YD Classification: Garage Services Status: Active Positional Accuracy: Manually positioned to the road within the address or location Distance: 80m Grid Reference: 381857, 215758

Name: Pirtek (Gloucester) 49 0-250m SE Location: Unit 10, Pearce Way, Gloucester, GL2 5YD Classification: Hydraulic Equipment & Accessories - Sales & Service Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 83m Grid Reference: 381843, 215740

Name: The Mot Centre 50 0-250m SE Location: Unit 9 Tuffley Trading Est,Pearce Way, Gloucester, GL2 5YD Classification: Mot Testing Centres Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 89m Grid Reference: 381832, 215726

Name: The Gloucester Volkswagen Centre 50 0-250m SE Location: Unit 9 Pearce Way, Gloucester, GL2 5YD Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 90m Grid Reference: 381833, 215725

Name: Hydroscand Ltd 50 0-250m S Location: Unit 8, Tuffley Trading Estate, 20, Pearce Way, Gloucester, GL2 5YD Classification: Hydraulic Engineers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 98m Grid Reference: 381830, 215715

Name: Chris Mullins Tyres Llp 51 0-250m W Location: Unit 2b,Riga Wharf,Bristol Rd, Gloucester, Gloucestershire, GL2 5DH Classification: Tyre Dealers Status: Active Positional Accuracy: Manually positioned to the road within the address or location Distance: 102m Grid Reference: 381661, 215868

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Contemporary Trade Directory Entries

Name: Star Sparrows Wharf 52 0-250m NW Location: Sparrows Wharf, Bristol Road, Gloucester, GL2 5DH Classification: Petrol Filling Stations Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 115m Grid Reference: 381673, 215923

Name: G & S Hydraulic Engineering Services Ltd 53 0-250m S Location: Unit 5,Pearce Way, Tuffley Trading Estate/, Gloucester, Gloucestershire, GL2 5YD Classification: Hydraulic Engineers Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 123m Grid Reference: 381816, 215684

Name: Hydra Products Ltd 53 0-250m S Location: Unit 5, Tuffley Trading Estate, Pearce Way, Gloucester, GL2 5YD Classification: Hydraulic Equipment & Accessories - Sales & Service Status: Active Positional Accuracy: Automatically positioned to the address Distance: 123m Grid Reference: 381817, 215685

Name: Transco 54 0-250m N Location: Glevum House, Bristol Road, Gloucester, GL2 5YA Classification: Gas Companies Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 125m Grid Reference: 381828, 215977

Name: Motorway Tyres & Accessories Ltd 52 0-250m NW Location: Riga Wharf, Bristol Road, Gloucester, GL2 5DH Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 130m Grid Reference: 381658, 215927

Name: Halfords Autocentre 52 0-250m NW Location: Unit 2/A, Riga Wharf, Bristol Road, Gloucester, GL2 5DH Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 130m Grid Reference: 381658, 215927

Name: Nationwide Autocentre 52 0-250m NW Location: Unit 2/A, Riga Wharf, Bristol Road, Gloucester, GL2 5DH Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 130m Grid Reference: 381658, 215927

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Contemporary Trade Directory Entries

Name: Horace Sinclair & Son Ltd 55 0-250m SE Location: 123, Pearce Way, Gloucester, GL2 5YD Classification: Machine Tool Accessories & Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 136m Grid Reference: 381871, 215694

Name: The Car Clinic 56 0-250m SW Location: Unit 3, 321, Bristol Road, Gloucester, GL2 5DN Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 149m Grid Reference: 381669, 215702

Name: T W Auto Services (Glos) Ltd 56 0-250m SW Location: Unit 3, 321, Bristol Road, Gloucester, Gloucestershire, GL2 5DN Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 149m Grid Reference: 381669, 215702

Name: General Motor Repairs 56 0-250m SW Location: Unit 1-2, 321, Bristol Road, Gloucester, GL2 5DN Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 149m Grid Reference: 381669, 215702

Name: Biffa Waste Services Ltd 57 0-250m SW Location: Hempsted House, 319, Bristol Road, Gloucester, GL2 5DN Classification: Waste Disposal Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 151m Grid Reference: 381623, 215749

Name: Malvern Tyres 58 0-250m SE Location: 107, Pearce Way, Gloucester, GL2 5YD Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 154m Grid Reference: 381921, 215721

Name: G & S Hydraulic Engineering Services Ltd 59 0-250m S Location: Unit 3, Tuffley Trading Estate, 20, Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Hydraulic Engineers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 154m Grid Reference: 381804, 215651

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Contemporary Trade Directory Entries

Name: Malvern Tyres 59 0-250m S Location: Unit 4, Tuffley Trading Estate, Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Tyre Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 154m Grid Reference: 381804, 215651

Name: Cloverleaf Car Services Ltd 55 0-250m SE Location: Unit 9,Capitol Park,Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Garage Services Status: Active Positional Accuracy: Manually positioned within the geographical locality Distance: 159m Grid Reference: 381877, 215671

Name: Abovo Copiers Ltd 55 0-250m SE Location: 125, Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Photocopiers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 159m Grid Reference: 381877, 215671

Name: B M I Hose Gloucester Ltd 55 0-250m SE Location: Unit 10, Tuffley Trading Estate, Pearce Way, Gloucester, GL2 5YD Classification: Hose, Tubing & Fittings Status: Active Positional Accuracy: Manually positioned within the geographical locality Distance: 159m Grid Reference: 381877, 215671

Name: Ultrafine Paint Sprays 60 0-250m SW Location: 321, Bristol Road, Gloucester, GL2 5DN Classification: Paint Spraying Equipment & Accessories Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 164m Grid Reference: 381625, 215722

Name: Kelly Control Systems Ltd 58 0-250m SE Location: Unit 5, Capitol Park, Pearce Way, Gloucester, GL2 5YD Classification: Control Panels Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 164m Grid Reference: 381930, 215716

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Contemporary Trade Directory Entries

Name: The Sevice Centre 60 0-250m SW Location: 321, Bristol Road, Gloucester, GL2 5DN Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 164m Grid Reference: 381625, 215722

Name: Pulsin' 55 0-250m SE Location: Unit 14,Capital Pk,Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Food Products - Manufacturers Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 165m Grid Reference: 381874, 215662

Name: Falcon Copiers 61 0-250m S Location: 133, Pearce Way, Gloucester, Gloucestershire, GL2 5YD Classification: Photocopiers Status: Active Positional Accuracy: Manually positioned to the address or location Distance: 177m Grid Reference: 381839, 215634

Name: The Motor Centre 61 0-250m S Location: Capitol House, 135, Pearce Way, Gloucester, GL2 5YD Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 177m Grid Reference: 381839, 215634

Name: 1st 4 Fast Mot'S 60 0-250m SW Location: 325, Bristol Road, Gloucester, GL2 5DN Classification: Mot Testing Centres Status: Active Positional Accuracy: Automatically positioned to the address Distance: 178m Grid Reference: 381620, 215707

Name: Oceaneering 60 0-250m SW Location: 325, Bristol Road, Gloucester, Gloucestershire, GL2 5DN Classification: Testing, Inspection & Calibration Equipment Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 178m Grid Reference: 381620, 215707

Name: Mozley 62 0-250m W Location: Mozley House, 370, Bristol Road, Gloucester, GL2 5DH Classification: Engineering Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 178m Grid Reference: 381580, 215780

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Contemporary Trade Directory Entries

Name: Lloyde National 63 0-250m N Location: Bristol Road, Gloucester, Gloucestershire, GL2 5DH Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 187m Grid Reference: 381740, 216049

Name: Westward Commercial Vehicles Ltd 64 0-250m S Location: Tuffley Mill,Lower Tuffley La, Gloucester, GL2 5DT Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 192m Grid Reference: 381768, 215614

Name: Mecelec Services 64 0-250m S Location: Unit 14,Lower Tuffley La, Gloucester, Gloucestershire, GL2 5DP Classification: Engineering Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 194m Grid Reference: 381746, 215616

Name: Uwin Bio 65 0-250m N Location: Unit 5,279 Bristol Rd, Gloucester, Gloucestershire, GL2 5DD Classification: Oil Fuel Distributors Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 194m Grid Reference: 381823, 216052

Name: Cathedral Bodyshop 65 0-250m N Location: 279 Bristol Rd, Gloucester, Gloucestershire, GL2 5DD Classification: Garage Services Status: Active Positional Accuracy: Manually positioned within the geographical locality Distance: 195m Grid Reference: 381824, 216053

Name: Glevum 65 0-250m N Location: 279, Bristol Road, Gloucester, GL2 5DD Classification: Autogas Suppliers & Installers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 195m Grid Reference: 381824, 216053

Name: Cartech 65 0-250m N Location: 279, Bristol Road, Gloucester, Gloucestershire, GL2 5DD Classification: Garage Services Status: Active Positional Accuracy: Manually positioned to the address or location Distance: 195m Grid Reference: 381824, 216053

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Contemporary Trade Directory Entries

Name: Hulins Ltd 65 0-250m N Location: Unit 1/A, 279, Bristol Road, Gloucester, GL2 5DD Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 195m Grid Reference: 381824, 216053

Name: Pdl Mot & Repairs Ltd 65 0-250m N Location: 279, Bristol Road, Gloucester, GL2 5DD Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 195m Grid Reference: 381824, 216053

Name: Marshall Langston Ltd 66 0-250m SE Location: Marlan House, Lower Tuffley Lane, Gloucester, GL2 5DT Classification: Packaging Materials Manufacturers & Suppliers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 202m Grid Reference: 381902, 215635

Name: Pioneer Automated Controls 67 0-250m SE Location: Unit 12, Tuffley Park, Lower Tuffley Lane, Gloucester, GL2 5DP Classification: Automation Systems & Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 217m Grid Reference: 381964, 215673

Name: Mecelec Services Ltd 68 0-250m SW Location: Lower Tuffley La, Gloucester, Gloucestershire, GL2 5DT Classification: Engineers - General Status: Active Positional Accuracy: Manually positioned within the geographical locality Distance: 223m Grid Reference: 381647, 215629

Name: Brabow Engineering Co Ltd 68 0-250m SW Location: Lower Tuffley Lane, Gloucester, GL2 5DT Classification: Precision Engineers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 223m Grid Reference: 381647, 215629

Name: On Line Conveyors Ltd 68 0-250m SW Location: Old Palmers Bakery Site,Lower Tuffley La, Gloucester, GL2 5DT Classification: Engineers - General Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 224m Grid Reference: 381646, 215628

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Contemporary Trade Directory Entries

Name: Will Paget 67 0-250m SE Location: Unit 13, Tuffley Park, Lower Tuffley Lane, Gloucester, Gloucestershire, GL2 5DE Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 226m Grid Reference: 381973, 215670

Name: Cemex (Uk) 69 0-250m SW Location: R M C House, 380-386, Bristol Road, Gloucester, GL2 5DH Classification: Concrete & Mortar Ready Mixed Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 227m Grid Reference: 381545, 215736

Name: Konig Tyres Ltd 70 0-250m SW Location: 329, Bristol Road, Gloucester, GL2 5DN Classification: Tyre Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 230m Grid Reference: 381579, 215675

Name: Clearwater Cars 70 0-250m SW Location: 329, Bristol Road, Gloucester, GL2 5DN Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 230m Grid Reference: 381579, 215675

Name: Ski Tyres 70 0-250m SW Location: 329, Bristol Road, Gloucester, GL2 5DN Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 230m Grid Reference: 381579, 215675

Name: D K Automotive 71 0-250m S Location: Lower Tuffley La, Gloucester, Gloucestershire, GL2 5DE Classification: Mechanical Engineers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 243m Grid Reference: 381869, 215574

Name: Wales & West Truck & Bus Ltd 72 0-250m S Location: Lower Tuffley Lane, GLOUCESTER, GL2 5DP Classification: Commercial Vehicle Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 250m Grid Reference: 381810, 215556

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Contemporary Trade Directory Entries

Name: 7 Day Windows 73 250-500m SE Location: Unit 8, Tuffley Park, Lower Tuffley Lane, Gloucester, GL2 5DE Classification: Window Frame Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 257m Grid Reference: 381964, 215614

Name: Rainbow Night Freight Ltd 74 250-500m N Location: Byard Rd, Gloucester, Gloucestershire, GL2 5DF Classification: Freight Forwarders Status: Active Positional Accuracy: Manually positioned within the geographical locality Distance: 260m Grid Reference: 381858, 216110

Name: Rainbow 74 250-500m N Location: Byard Rd, Gloucester, GL2 5DF Classification: Freight Forwarders Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 270m Grid Reference: 381860, 216120

Name: Gloucestershire Ambulance 74 250-500m N Location: Baird Road, Quedgeley, Gloucester, Gloucestershire, GL2 2BD Classification: Mot Testing Centres Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 271m Grid Reference: 381858, 216122

Name: A & D Marine 75 250-500m N Location: 338, Bristol Road, Gloucester, GL2 5DH Classification: Chandlers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 272m Grid Reference: 381790, 216136

Name: W A Rainbow 74 250-500m N Location: Byard Rd, Gloucester, Gloucestershire, GL2 5DF Classification: Freight Forwarders Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 272m Grid Reference: 381850, 216126

Name: Warners Select 76 250-500m SW Location: 333, Bristol Road, Gloucester, GL2 5DN Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 281m Grid Reference: 381566, 215616

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Contemporary Trade Directory Entries

Name: Mudie Bond Ltd 76 250-500m SW Location: 333, Bristol Road, Gloucester, GL2 5DN Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 281m Grid Reference: 381566, 215616

Name: Mudie Bond Ltd 76 250-500m SW Location: 333, Bristol Road, Gloucester, GL2 5DN Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 281m Grid Reference: 381566, 215616

Name: G & P Cars 76 250-500m SW Location: Unit 2,333 Bristol Rd, Gloucester, Gloucestershire, GL2 5DN Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 281m Grid Reference: 381565, 215616

Name: The Clean Van And Car Centre Ltd 76 250-500m SW Location: 333, Bristol Road, Gloucester, Gloucestershire, GL2 5DN Classification: Car Dealers Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 281m Grid Reference: 381566, 215616

Name: European Metal Recycling Ltd 77 250-500m NE Location: Byard Road, GLOUCESTER, GL2 5DF Classification: Scrap Metal Merchants Status: Active Positional Accuracy: Automatically positioned to the address Distance: 282m Grid Reference: 381913, 216110

Name: D K Automotive 78 250-500m S Location: Unit 6, The Old Bakery, Lower Tuffley Lane, Gloucester, GL2 5DP Classification: Car Radiator Servicing & Repairs Status: Active Positional Accuracy: Automatically positioned to the address Distance: 283m Grid Reference: 381842, 215527

Name: Apollo Radiators Ltd 79 250-500m S Location: Corolin Road, Gloucester, GL2 5DQ Classification: Central Heating Supplies & Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 299m Grid Reference: 381769, 215507

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Contemporary Trade Directory Entries

Name: Colour Connection 80 250-500m SE Location: Unit 5, Tuffley Park, Lower Tuffley Lane, Gloucester, GL2 5DE Classification: Printers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 306m Grid Reference: 381947, 215541

Name: Prontaprint 80 250-500m SE Location: Unit 5, Tuffley Park, Lower Tuffley Lane, Gloucester, GL2 5DE Classification: Printers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 306m Grid Reference: 381947, 215541

Name: Carterdale 81 250-500m N Location: 3c Bristol Rd, Gloucester, Gloucestershire, GL2 5DH Classification: Industrial Services Status: Active Positional Accuracy: Manually positioned to the road within the address or location Distance: 319m Grid Reference: 381842, 216176

Name: Roger Kear 82 250-500m S Location: The Workshops, Corolin Road, Gloucester, GL2 5DQ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned in the proximity of the address Distance: 321m Grid Reference: 381734, 215489

Name: Griffiths Devereaux 81 250-500m N Location: 334, Bristol Road, GLOUCESTER, GL2 5DH Classification: Engineers - General Status: Active Positional Accuracy: Automatically positioned to the address Distance: 324m Grid Reference: 381820, 216186

Name: Mcintyre Caravans 81 250-500m N Location: Bristol Road, Gloucester, Gloucestershire, GL2 5DH Classification: Caravan Dealers & Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 324m Grid Reference: 381820, 216186

Name: First Equipment Ltd 83 250-500m SE Location: Unit 4, Tuffley Park, Lower Tuffley Lane, Gloucester, GL2 5DE Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 328m Grid Reference: 381991, 215544

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Contemporary Trade Directory Entries

Name: Amersham House 84 250-500m S Location: Corolin Road, Gloucester, Gloucestershire, GL2 5DQ Classification: Pharmaceutical Manufacturers & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 334m Grid Reference: 381690, 215488

Name: H W Plastics 85 250-500m SW Location: 2, Ramsdale Road, Gloucester, GL2 5FE Classification: PVC-U Products - Manufacturers & Suppliers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 346m Grid Reference: 381604, 215512

Name: Severn Controls Ltd 81 250-500m N Location: 330-332 Bristol Road, Gloucester, Gloucestershire, GL2 5DH Classification: Control Panels Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 347m Grid Reference: 381823, 216208

Name: Severn Rewinds 81 250-500m N Location: 330, Bristol Road, Gloucester, GL2 5DH Classification: Generators - Sales & Service Status: Active Positional Accuracy: Automatically positioned to the address Distance: 348m Grid Reference: 381824, 216209

Name: Just Tyres 81 250-500m N Location: 330, Bristol Road, Gloucester, GL2 5DH Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 348m Grid Reference: 381824, 216209

Name: D K Automotive 86 250-500m SE Location: Unit 1, The Old Bakery, Lower Tuffley Lane, Gloucester, GL2 5DP Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 351m Grid Reference: 381984, 215512

Name: Gloucester Cars 87 250-500m N Location: 271, Bristol Road, Gloucester, GL2 5DB Classification: Car Dealers - Used Status: Active Positional Accuracy: Automatically positioned to the address Distance: 356m Grid Reference: 381882, 216204

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Contemporary Trade Directory Entries

Name: Gullwing Car Sales 87 250-500m N Location: 271, Bristol Road, Gloucester, GL2 5DB Classification: Car Dealers - Used Status: Active Positional Accuracy: Automatically positioned to the address Distance: 356m Grid Reference: 381882, 216204

Name: Top Gear 87 250-500m N Location: Hempsted Bridge Service Station, 271, Bristol Road, Gloucester, Gloucestershire, GL2 5DB Classification: Car Dealers - Used Status: Active Positional Accuracy: Automatically positioned to the address Distance: 356m Grid Reference: 381882, 216204

Name: Bp Service Stations 87 250-500m N Location: Hempsted Bridge Service Station, 271, Bristol Road, Gloucester, GL2 5DB Classification: Petrol Filling Stations Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 356m Grid Reference: 381882, 216204

Name: I B Motors 87 250-500m N Location: Hempsted Bridge Service Station, 271, Bristol Road, Gloucester, Gloucestershire, GL2 5DB Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 356m Grid Reference: 381882, 216204

Name: C K F Systems Ltd 88 250-500m NE Location: 10 St. Albans Rd, Gloucester, Gloucestershire, GL2 5FW Classification: Conveyors & Conveyor Belts Status: Active Positional Accuracy: Manually positioned to the address or location Distance: 368m Grid Reference: 382053, 216124

Name: Hooper Knight & Co 88 250-500m NE Location: St. Albans Rd, Gloucester, Gloucestershire, GL2 5FW Classification: Storage & Shelving Systems Manufacturers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 379m Grid Reference: 382076, 216118

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Contemporary Trade Directory Entries

Name: Jones & Sons 89 250-500m E Location: Flat 5,Stratford Cl, Gloucester, Gloucestershire, GL2 5AN Classification: Asphalt & Coated Macadam Laying Contractors Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 402m Grid Reference: 382210, 215898

Name: Jones & Sons 89 250-500m E Location: Stratford Cl, Gloucester, Gloucestershire, GL2 5AN Classification: Asphalt & Coated Macadam Laying Contractors Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Distance: 402m Grid Reference: 382210, 215898

Name: Protyre 90 250-500m N Location: 324, Bristol Road, Gloucester, GL2 5DH Classification: Tyre Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 409m Grid Reference: 381863, 216264

Name: Chelmix Concrete Ltd 91 250-500m S Location: Lower Tuffley Lane, Gloucester, GL2 5DP Classification: Concrete Manufacturers & Distributors Status: Active Positional Accuracy: Automatically positioned to the address Distance: 417m Grid Reference: 381847, 215392

Name: Gloucestershire Radiator Specialists 91 250-500m S Location: Lower Tuffley Lane, Gloucester, Gloucestershire, GL2 5DP Classification: Car Radiator Servicing & Repairs Status: Active Positional Accuracy: Automatically positioned to the address Distance: 417m Grid Reference: 381847, 215392

Name: Norbert Dentresfangle 91 250-500m S Location: Lower Tuffley Lane, GLOUCESTER, GL2 5DP Classification: Distribution Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 417m Grid Reference: 381847, 215392

Name: Motorhog 92 250-500m NE Location: Empire House, 6, Empire Way, Gloucester, Gloucestershire, GL2 5HY Classification: Salvage Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 419m Grid Reference: 382005, 216218

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Contemporary Trade Directory Entries

Name: Empire Cars 93 250-500m N Location: 1a, Empire Way, Gloucester, GL2 5HY Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 420m Grid Reference: 381931, 216254

Name: L & H Car Sales 93 250-500m N Location: 1a, Empire Way, Gloucester, Gloucestershire, GL2 5HY Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Manually positioned to the address or location Distance: 420m Grid Reference: 381931, 216254

Name: Frontline Toyota 94 250-500m SW Location: 3, Ramsdale Road, Gloucester, GL2 5FE Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 421m Grid Reference: 381483, 215503

Name: Bill Allen (Gloucester) Ltd 94 250-500m SW Location: 3, Ramsdale Road, Gloucester, Gloucestershire, GL2 5FE Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 421m Grid Reference: 381483, 215503

Name: Bill Allen 94 250-500m SW Location: 3, Ramsdale Road, Gloucester, GL2 5FE Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 421m Grid Reference: 381483, 215503

Name: Brooklyn Toyota 94 250-500m SW Location: 3, Ramsdale Road, Gloucester, GL2 5FE Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 421m Grid Reference: 381483, 215503

Name: Bristol Street Motors 94 250-500m SW Location: 3, Ramsdale Road, Gloucester, GL2 5FE Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 421m Grid Reference: 381483, 215503

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Contemporary Trade Directory Entries

Name: Cotswold Gloucester 95 250-500m S Location: Cole Avenue, Gloucester, GL2 5ER Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 430m Grid Reference: 381766, 215376

Name: Cotswold Mini 95 250-500m S Location: Cole Avenue, Gloucester, GL2 5ER Classification: Car Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 430m Grid Reference: 381766, 215376

Name: Shell (Uk) Ltd 95 250-500m S Location: Cole Avenue, Gloucester, GL2 5ER Classification: Petrol Filling Stations - 24 Hour Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 440m Grid Reference: 381772, 215366

Name: Aespump Ltd 96 250-500m NE Location: Unit 5,Empire Way, Gloucester, Gloucestershire, GL2 5HY Classification: Pumps - Sales, Servicing & Repairs Status: Active Positional Accuracy: Manually positioned to the address or location Distance: 459m Grid Reference: 381998, 216266

Name: Castell Howell Foods Lltd 96 250-500m NE Location: 5, Empire Way, Gloucester, GL2 5HY Classification: Distribution Services Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 460m Grid Reference: 381998, 216267

Name: Hiq 97 250-500m SW Location: 1, Woodrow Way, Gloucester, GL2 5DX Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 464m Grid Reference: 381460, 215466

Name: Kestrel Valve Ltd 98 250-500m SW Location: Unit 3, Woodrow Way, Gloucester, GL2 5DX Classification: Valve Manufacturers & Suppliers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 465m Grid Reference: 381521, 215423

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Contemporary Trade Directory Entries

Name: Woodrow Way Garage 99 250-500m SW Location: Woodrow Way, Gloucester, GL2 5DX Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Distance: 468m Grid Reference: 381578, 215388

Name: Banner Hardware Ltd 96 250-500m NE Location: 3, Empire Way, Gloucester, GL2 5HY Classification: Hardware Status: Active Positional Accuracy: Automatically positioned to the address Distance: 472m Grid Reference: 381988, 216285

Name: Jewsons 99 250-500m SW Location: Unit 7, Woodrow Way, Gloucester, GL2 5DX Classification: Builders' Merchants Status: Active Positional Accuracy: Automatically positioned to the address Distance: 475m Grid Reference: 381566, 215388

Name: Dt Solutions Ltd 99 250-500m SW Location: Unit 7, Woodrow Way, Gloucester, GL2 5DX Classification: Engineers - General Status: Active Positional Accuracy: Automatically positioned to the address Distance: 475m Grid Reference: 381566, 215388

Name: Jewson Ltd 99 250-500m SW Location: Unit 7, Woodrow Way, Gloucester, GL2 5DX Classification: Builders' Merchants Status: Active Positional Accuracy: Automatically positioned to the address Distance: 475m Grid Reference: 381566, 215388

Name: Ultimate Paint & Chip Repairs 100 250-500m N Location: 1, Empire Way, Gloucester, GL2 5HY Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Distance: 477m Grid Reference: 381952, 216307

Name: D C S Ltd 100 250-500m N Location: 1, Empire Way, Gloucester, Gloucestershire, GL2 5HY Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 477m Grid Reference: 381952, 216307

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Contemporary Trade Directory Entries

Name: Mcintyre Cars Ltd 101 250-500m N Location: 312-314 Bristol Rd, Gloucester, Gloucestershire, GL2 5DH Classification: Garage Services Status: Active Positional Accuracy: Manually positioned to the address or location Distance: 488m Grid Reference: 381896, 216337

Name: Adams French 102 250-500m NE Location: Unit 1d, Ashville Industrial Estate, Ashville Road, Gloucester, GL2 5EU Classification: Joinery Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Distance: 495m Grid Reference: 382095, 216252

Name: Cole Avenue Cars 103 250-500m S Location: Central Trading Estate, Cole Avenue, Gloucester, GL2 5HA Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 497m Grid Reference: 381798, 215308

Name: The Paper House Group Plc 103 250-500m S Location: Central Trading Estate, Cole Avenue, Gloucester, Gloucestershire, GL2 5HA Classification: Greeting Card Publishers & Wholesalers Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 497m Grid Reference: 381798, 215308

Name: Gemini 104 250-500m S Location: Unit 6, Central Trading Estate, Cole Avenue, Gloucester, Gloucestershire, GL2 5HA Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Distance: 498m Grid Reference: 381837, 215309

Fuel Station Entries

Name: Sparrows Wharf Service Station 105 0-250m N Location: Sparrows Wharf, Bristol Road, Gloucester, GL2 5DH Brand: Pace Premises Type: Petrol Station Status: Open Positional Accuracy: Manually positioned to the address or location Distance: 151m Grid Reference: 381724, 216008

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Fuel Station Entries

Name: Hempsted Bridge Filling Station 87 250-500m N Location: 271 Bristol Road, Linden, GLOUCESTER, Gloucestershire, GL2 5DB Brand: Unbranded Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Automatically positioned to the address Distance: 356m Grid Reference: 381882, 216204

Name: Tuffley Service Station 95 250-500m S Location: Cole Avenue, Tuffley, GLOUCESTER, Gloucestershire, GL2 5ER Brand: Obsolete Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Automatically positioned to the address Distance: 440m Grid Reference: 381772, 215366

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BGS Mineral Map

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BGS Recorded Mineral Sites

Site Name: Manu Marble Works 106 500-1000m NE Location: , Linden, Gloucester Source: British Geological Survey, National Geoscience Information Service Reference: 59333 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Triassic - Jurassic Geology: Blue Lias Formation And Charmouth Mudstone Formation Commodity: Marble Positional Accuracy: Located by supplier to within 10m Contact Ref: 1 Distance: 752m Grid Reference: 382357, 216364

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Potentially Contaminative Uses Map

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Historical Tanks And Energy Facilities

Use: Gas Industry Facilities 107 0-250m SE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 3m Grid Reference: 381796, 215807

Use: Gas Industry Facilities 107 0-250m SE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 8m Grid Reference: 381801, 215807

Use: Tanks 108 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 10m Grid Reference: 381790, 215868

Use: Tanks 108 0-250m N Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 11m Grid Reference: 381793, 215867

Use: Gas Industry Facilities 109 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 28m Grid Reference: 381781, 215891

Use: Gas Industry Facilities 109 0-250m N Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 28m Grid Reference: 381783, 215891

Use: Tanks 110 0-250m SE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 50m Grid Reference: 381842, 215793

Use: Tanks 110 0-250m SE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 53m Grid Reference: 381845, 215792

Use: Gas Industry Facilities 111 0-250m NW Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 63m Grid Reference: 381735, 215916

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Historical Tanks And Energy Facilities

Use: Gas Industry Facilities 111 0-250m NW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 64m Grid Reference: 381733, 215916

Use: Tanks 112 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 83m Grid Reference: 381855, 215916

Use: Tanks 112 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 83m Grid Reference: 381857, 215915

Use: Tanks 113 0-250m S Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 86m Grid Reference: 381822, 215724

Use: Tanks 113 0-250m S Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 89m Grid Reference: 381823, 215722

Use: Tanks 114 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 95m Grid Reference: 381831, 215942

Use: Tanks 114 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 95m Grid Reference: 381833, 215941

Use: Tanks 113 0-250m SE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 101m Grid Reference: 381840, 215716

Use: Tanks 113 0-250m SE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 102m Grid Reference: 381842, 215716

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 115 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 108m Grid Reference: 381895, 215915

Use: Tanks 115 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 109m Grid Reference: 381896, 215914

Use: Gas Industry Facilities 116 0-250m N Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 114m Grid Reference: 381771, 215979

Use: Gas Industry Facilities 116 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 115m Grid Reference: 381768, 215980

Use: Tanks 115 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 117m Grid Reference: 381915, 215902

Use: Tanks 115 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 117m Grid Reference: 381915, 215902

Use: Tanks 114 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 119m Grid Reference: 381844, 215962

Use: Tanks 114 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 119m Grid Reference: 381846, 215961

Use: Tanks 117 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 120m Grid Reference: 381834, 215968

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 117 0-250m N Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 121m Grid Reference: 381836, 215968

Use: Gas Industry Facilities 118 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1970 Distance: 150m Grid Reference: 381775, 216015

Use: Tanks 119 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 153m Grid Reference: 381931, 215942

Use: Tanks 119 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 153m Grid Reference: 381931, 215941

Use: Tanks 120 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 154m Grid Reference: 381865, 215991

Use: Tanks 120 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 154m Grid Reference: 381866, 215991

Use: Tanks 121 0-250m E Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 158m Grid Reference: 381967, 215813

Use: Tanks 121 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 160m Grid Reference: 381968, 215813

Use: Tanks 118 0-250m N Mapping Scale: 1:2,500 Date of Mapping: 1970 Distance: 164m Grid Reference: 381772, 216029

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 122 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 165m Grid Reference: 381891, 215991

Use: Tanks 122 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 165m Grid Reference: 381892, 215990

Use: Electrical Sub Station Facilities 123 0-250m W Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 168m Grid Reference: 381590, 215786

Use: Electrical Sub Station Facilities 123 0-250m W Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 170m Grid Reference: 381587, 215787

Use: Tanks 124 0-250m E Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 175m Grid Reference: 381985, 215871

Use: Tanks 124 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 176m Grid Reference: 381986, 215871

Use: Tanks 125 0-250m NE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 183m Grid Reference: 381938, 215978

Use: Tanks 125 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 183m Grid Reference: 381939, 215977

Use: Tanks 126 0-250m E Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 187m Grid Reference: 381992, 215899

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 126 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 187m Grid Reference: 381991, 215898

Use: Tanks 126 0-250m E Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 195m Grid Reference: 381996, 215912

Use: Tanks 126 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 195m Grid Reference: 381996, 215912

Use: Tanks 127 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 201m Grid Reference: 382013, 215859

Use: Tanks 128 0-250m E Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 209m Grid Reference: 382015, 215893

Use: Gas Industry Facilities 129 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 211m Grid Reference: 381996, 215949

Use: Potential Tanks 130 0-250m SW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 213m Grid Reference: 381667, 215630

Use: Potential Tanks 130 0-250m SW Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 213m Grid Reference: 381668, 215629

Use: Gas Industry Facilities 129 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 233m Grid Reference: 382020, 215952

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Gas Industry Facilities 129 0-250m NE Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 243m Grid Reference: 382018, 215974

Use: Tanks 131 250-500m NE Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 270m Grid Reference: 382054, 215966

Use: Electrical Sub Station Facilities 132 250-500m N Mapping Scale: 1:2,500 Date of Mapping: 1970 Distance: 281m Grid Reference: 381881, 216124

Use: Electrical Sub Station Facilities 133 250-500m S Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 289m Grid Reference: 381889, 215532

Use: Electrical Sub Station Facilities 133 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 290m Grid Reference: 381892, 215532

Use: Tanks 134 250-500m S Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 305m Grid Reference: 381866, 215509

Use: Tanks 134 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 306m Grid Reference: 381868, 215509

Use: Potential Tanks 135 250-500m SW Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 309m Grid Reference: 381538, 215603

Use: Potential Tanks 135 250-500m SW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 312m Grid Reference: 381535, 215602

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 136 250-500m NE Mapping Scale: 1:2,500 Date of Mapping: 1970 Distance: 331m Grid Reference: 381923, 216159

Use: Oil Industry Facilities 137 250-500m N Mapping Scale: 1:2,500 Date of Mapping: 1970 Distance: 343m Grid Reference: 381830, 216203

Use: Tanks 138 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1973 Distance: 345m Grid Reference: 381771, 215460

Use: Tanks 139 250-500m SW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 347m Grid Reference: 381591, 215518

Use: Tanks 139 250-500m SW Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 347m Grid Reference: 381594, 215517

Use: Electrical Sub Station Facilities 140 250-500m SE Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 370m Grid Reference: 381963, 215476

Use: Electrical Sub Station Facilities 140 250-500m SE Mapping Scale: 1:1,250 Date of Mapping: 1968 - 1973 Distance: 372m Grid Reference: 381964, 215475

Use: Tanks 141 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1973 Distance: 377m Grid Reference: 381696, 215441

Use: Tanks 142 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1968 - 1973 Distance: 378m Grid Reference: 381653, 215453

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Tanks 142 250-500m S Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 379m Grid Reference: 381651, 215453

Use: Tanks 141 250-500m S Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 381m Grid Reference: 381707, 215433

Use: Tanks 141 250-500m S Mapping Scale: 1:1,250 Date of Mapping: 1968 - 1973 Distance: 381m Grid Reference: 381710, 215433

Use: Electrical Sub Station Facilities 143 250-500m E Mapping Scale: 1:1,250 Date of Mapping: 1977 Distance: 424m Grid Reference: 382225, 215750

Use: Electrical Sub Station Facilities 143 250-500m E Mapping Scale: 1:1,250 Date of Mapping: 1956 Distance: 438m Grid Reference: 382241, 215756

Use: Electricity Industry Facilities 144 250-500m SE Mapping Scale: 1:2,500 Date of Mapping: 1971 Distance: 441m Grid Reference: 382074, 215466

Use: Electricity Industry Facilities 144 250-500m SE Mapping Scale: 1:1,250 Date of Mapping: 1970 Distance: 441m Grid Reference: 382074, 215465

Use: Electrical Sub Station Facilities 145 250-500m SE Mapping Scale: 1:2,500 Date of Mapping: 1971 Distance: 453m Grid Reference: 382023, 215416

Use: Electrical Sub Station Facilities 145 250-500m SE Mapping Scale: 1:1,250 Date of Mapping: 1970 Distance: 453m Grid Reference: 382023, 215416

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Historical Tanks And Energy Facilities

Use: Potential Tanks 146 250-500m SW Mapping Scale: 1:1,250 Date of Mapping: 1968 Distance: 471m Grid Reference: 381445, 215469

Use: Potential Tanks 146 250-500m SW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 472m Grid Reference: 381443, 215469

Use: Electrical Sub Station Facilities 147 250-500m SW Mapping Scale: 1:1,250 Date of Mapping: 1968 - 1973 Distance: 473m Grid Reference: 381576, 215384

Use: Electrical Sub Station Facilities 147 250-500m SW Mapping Scale: 1:2,500 Date of Mapping: 1969 Distance: 474m Grid Reference: 381573, 215384

Historical Building Plan Extents

No Data Available - -

Potentially Contaminative Industrial Uses (Past Land Use)

Use: Gas manufacture & distribution 1 On Site S Date of Mapping: 1888 - 1955 Distance: 0m Grid Reference: 381782, 215835

Use: Road haulage 148 0-250m SW Date of Mapping: 1994 Distance: 18m Grid Reference: 381763, 215799

Use: Clay bricks & tiles [manufacture] 149 0-250m NW Date of Mapping: 1888 Distance: 104m Grid Reference: 381674, 215901

Use: Oil, petroleum & gas refining & storage 150 0-250m N Date of Mapping: 1994 Distance: 119m Grid Reference: 381767, 215984

Use: Railways 151 0-250m NE Date of Mapping: 1924 - 1955 Distance: 151m Grid Reference: 381904, 215965

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Contaminants Ref No. Search Direction Potentially Contaminative Uses Buffer

Potentially Contaminative Industrial Uses (Past Land Use)

Use: Road haulage 152 250-500m NE Date of Mapping: 1994 Distance: 259m Grid Reference: 381911, 216085

Use: Transport support & cargo handling 153 250-500m N Date of Mapping: 1924 - 1955 Distance: 272m Grid Reference: 381801, 216136

Use: Road haulage 154 250-500m N Date of Mapping: 1994 Distance: 328m Grid Reference: 381750, 216192

Use: Factory or works - use not specified 155 250-500m N Date of Mapping: 1994 Distance: 343m Grid Reference: 381917, 216176

Use: Chemical manufacturing general 156 250-500m N Date of Mapping: 1924 - 1955 Distance: 395m Grid Reference: 381799, 216259

Use: Road haulage 157 250-500m NE Date of Mapping: 1994 Distance: 452m Grid Reference: 382042, 216235

Use: Railways 158 250-500m NE Date of Mapping: 1955 Distance: 481m Grid Reference: 382018, 216280

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Potentially Infilled Land Map

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Contaminants Ref No. Search Direction Potentially Infilled Land Buffer

Potentially Infilled Land (Non-Water)

Use: Unknown Filled Ground (Pit, quarry etc) 159 0-250m NW Date of Mapping: 1994 Distance: 104m Grid Reference: 381674, 215901

Potentially Infilled Land (Water)

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 160 250-500m SW Date of Mapping: 1955 Distance: 269m Grid Reference: 381619, 215592

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 161 250-500m S Date of Mapping: 1955 Distance: 289m Grid Reference: 381886, 215532

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 162 250-500m E Date of Mapping: 1955 Distance: 308m Grid Reference: 382119, 215859

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 163 250-500m SW Date of Mapping: 1955 Distance: 348m Grid Reference: 381624, 215500

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 164 250-500m E Date of Mapping: 1955 Distance: 359m Grid Reference: 382164, 215916

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 165 250-500m SW Date of Mapping: 1955 Distance: 407m Grid Reference: 381457, 215546

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 166 250-500m NE Date of Mapping: 1955 Distance: 416m Grid Reference: 382191, 216015

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 167 250-500m E Date of Mapping: 1955 Distance: 427m Grid Reference: 382216, 215986

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 168 250-500m E Date of Mapping: 1938 Distance: 454m Grid Reference: 382266, 215842

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 169 250-500m E Date of Mapping: 1955 Distance: 463m Grid Reference: 382268, 215921

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Contaminants Ref No. Search Direction Potentially Infilled Land Buffer

Potentially Infilled Land (Water)

Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 170 250-500m E Date of Mapping: 1938 Distance: 463m Grid Reference: 382275, 215832

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Map Details

The following maps have been analysed for Historical Tanks and Energy Facilities

1:1,250 Mapsheet Published

Ordnance Survey Plan SO8115NE 1968

1:2,500 Mapsheet Published

Ordnance Survey Plan SO8115 1969

The following maps have been analysed for Potentially Contaminative Uses and Potentially Infilled Land information

1:10,000 Mapsheet Published

Ordnance Survey Plan SO81NW 1994

1:10,560 Mapsheet Published

Gloucestershire 033_NW 1888

Gloucestershire 033_NW 1903

Gloucestershire 033_NW 1924

Gloucestershire 033_NW 1938

Ordnance Survey Plan SO81NW 1955

The following maps have also been reviewed by RPS during the Risk Assessment process

1:2,500 Mapsheet Published

Gloucestershire 033_06 1884

Gloucestershire 033_06 1902

Gloucestershire 033_06 1923

Gloucestershire 033_06 1936

1:10,000 Mapsheet Published

Ordnance Survey Plan SO81NW 1975

Ordnance Survey Plan SO81NW 1990

1:10,560 Mapsheet Published

Ordnance Survey Plan SO81NW 1960

Ordnance Survey Plan SO81NW 1960 Brought to you by Landmark

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1:10,560 Mapsheet Published

Ordnance Survey Plan SO81NW 1971

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Flood Map

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Pathways and Receptors Ref No. Search Direction Pathways Buffer

Groundwater Vulnerability

Geological Non Aquifer (Negligibly permeable) - Formations which are - On Site S Classification: generally regarded as containing insignificant quantities of groundwater. However, groundwater flow through such rocks, although imperceptible, does take place and needs to be considered in assessing the risk associated with persistent pollutants Soil Classification: Not classified Map Sheet: Sheet 37 Southern Cotswolds Scale: 1:100,000 Contact Ref: 3 Distance: 0m Grid Reference: 381782, 215835

Drift Deposits

None - -

Extreme Flooding from Rivers or Sea without Defences

Type: Extent of Extreme Flooding from Rivers or Sea without Defences - On Site S Flood Plain Type: Fluvial Models Source: Environment Agency, Head Office Boundary Accuracy: As Supplied Contact Ref: 3 Distance: 0m Grid Reference: 381782, 215835

Type: Extent of Extreme Flooding from Rivers or Sea without Defences - 0-250m N Flood Plain Type: Tidal Models Source: Environment Agency, Head Office Boundary Accuracy: As Supplied Contact Ref: 3 Distance: 52m Grid Reference: 381794, 215912

Flooding from Rivers or Sea without Defences

Type: Extent of Flooding from Rivers or Sea without Defences - 0-250m NW Flood Plain Type: Fluvial Models Source: Environment Agency, Head Office Boundary Accuracy: As Supplied Contact Ref: 3 Distance: 144m Grid Reference: 381631, 215916

Areas Benefiting from Flood Defences

None - -

Flood Water Storage Areas

None - -

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Pathways and Receptors Ref No. Search Direction Pathways Buffer

Flood Defences

None - -

River Quality Biology Sampling Points

Name: Gloucester Sharpness Canal (Severn) - 250-500m SW Reach: Confluence Daniels Brook To Confluence River Frome Estimated Distance: 12.50 Positional Accuracy: Located by supplier to within 100m Year: 1990 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 1995 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2000 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2002 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2003 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2004 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2005 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 2006 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 2007 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2008 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2009 GQA Grade: River Quality Biology GQA Grade B - Good Contact Ref: 3 Distance: 480m Grid Reference: 381400, 215500

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Pathways and Receptors Ref No. Search Direction Pathways Buffer

River Quality Chemistry Sampling Points

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River Quality Chemistry Sampling Points

- 500-1000m SW

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River Quality Chemistry Sampling Points

Name: Daniel'S Bk Reach: Upstream Brookthorpe To Glossharpness Canal Estimated Distance: 5.10 Objective: Not Supplied Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1993 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1994 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1995 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1996 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1997 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1998 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1999 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2000 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2001 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2002 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2003 GQA Grade: River Quality Chemistry GQA Grade C - Fairly Good Compliance: Not Supplied Year: 2004 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2005 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2006 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2007 GQA Grade: River Quality Chemistry GQA Grade C - Fairly Good Compliance: Not Supplied Year: 2008 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2009 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Brought to you by Landmark

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Pathways and Receptors Ref No. Search Direction Pathways Buffer

River Quality Chemistry Sampling Points

Contact Ref: 3 Distance: 621m Grid Reference: 381330, 215370

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Environmentally Sensitive Receptors - Water Map

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Water Related) Buffer

Nearest Surface Water Feature

Distance: 144m 171 0-250m NW Grid Reference: 381657, 215950

Licenced Water Abstractions

Operator: British Waterways Board 172 0-250m W Licence Number: 18/54/20/0331 Permit Version: 100 Location: Serck Baker Ltd, Hucclecote - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Machinery and Electronics: Hydraulic Testing Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Premises Of Serck Baker Ltd, Hucclecote, Gloucestershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 26th June 1995 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 198m Grid Reference: 381560, 215780

Operator: Canal And River Trust 172 0-250m W Licence Number: 18/54/20/0331 Permit Version: 101 Location: Serck Baker Ltd, Hucclecote - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Machinery and Electronics: Hydraulic Testing Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Premises Of Serck Baker Ltd, Hucclecote, Gloucestershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 18th April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 198m Grid Reference: 381560, 215780

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Water Related) Buffer

Licenced Water Abstractions

Operator: British Waterways Board 173 0-250m N Licence Number: 18/54/20/0368 Permit Version: 100 Location: Bristol Channel Fisheries - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Aquaculture: Fish Farm/Cress Pond Throughflow Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Land At Hampstead, Gloucestershire Authorised Start: 01 March Authorised End: 31 May Permit Start Date: 28th January 1991 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 236m Grid Reference: 381750, 216100

Operator: Canal And River Trust 173 0-250m N Licence Number: 18/54/20/0368 Permit Version: 101 Location: Bristol Channel Fisheries - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Aquaculture: Fish Farm/Cress Pond Throughflow Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Land At Hampstead, Gloucestershire Authorised Start: 01 March Authorised End: 31 May Permit Start Date: 18th April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 236m Grid Reference: 381750, 216100

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Water Related) Buffer

Licenced Water Abstractions

Operator: British Waterways Board 174 250-500m SW Licence Number: 18/54/20/0142 Permit Version: 100 Location: Hempstead, Gloucestershire - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Mineral Products: Process Water Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Ready-Mixed Concrete (Western) Ltd, Near Two Mile Bend, Hempstead, Gloucesterershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 19th July 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 332m Grid Reference: 381500, 215610

Operator: Canal And River Trust 174 250-500m SW Licence Number: 18/54/20/0142 Permit Version: 101 Location: Hempstead, Gloucestershire - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Mineral Products: General Washing/Process Washing Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Ready-Mixed Concrete (Western) Ltd, Near Two Mile Bend, Hempstead, Gloucesterershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 332m Grid Reference: 381500, 215610

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Water Related) Buffer

Licenced Water Abstractions

Operator: Canal And River Trust 174 250-500m SW Licence Number: 18/54/20/0142 Permit Version: 101 Location: Hempstead, Gloucestershire - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Mineral Products: Process Water Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Ready-Mixed Concrete (Western) Ltd, Near Two Mile Bend, Hempstead, Gloucesterershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 332m Grid Reference: 381500, 215610

Operator: British Waterways Board 174 250-500m SW Licence Number: 18/54/20/0142 Permit Version: 100 Location: Hempstead, Gloucestershire - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands Region Abstraction: Mineral Products: General Washing/Process Washing Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3) Not Supplied Yearly Rate (m3) Not Supplied Details: Ready-Mixed Concrete (Western) Ltd, Near Two Mile Bend, Hempstead, Gloucesterershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 19th July 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Contact Ref: 3 Distance: 332m Grid Reference: 381500, 215610

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Water Related) Buffer

Licenced Water Abstractions

Operator: British Waterways Board 175 500-1000m N Licence Number: 18/54/20/0139 Permit Version: 100 Location: Hempstead, Gloucestershire - Gloucester & Sharpness Canal Authority: Environment Agency, Midlands 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) Not Supplied Yearly Rate (m3) Not Supplied Details: A B N Industrial Products Ltd., Hempstead, Gloucestershire Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 19th July 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Contact Ref: 3 Distance: 840m Grid Reference: 382070, 216650

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Environmentally Sensitive Receptors - Non-Water Map

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Pathways and Receptors Ref No. Search Direction Environmentally Sensitive Receptors (Non-water related) Buffer

Local Nature Reserves

Name: Green Farm Orchard 176 500-1000m SW Multiple Area: N Area (m2): 20645.61 Designation Date: 28th March 2012 Source: Natural England Contact Ref: 7 Distance: 856m Grid Reference: 381009, 215401

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Other Factors Search Direction Geological Buffer

BGS 1:50,000 Geological Mapping Coverage

Map Sheet No.: 234 On Site S Map Name: Gloucester Map Date: 1975 Bedrock Geology: Available Superficial Geology: Available Artificial Geology: Available Faults: Not Supplied Landslip: Available Rock Segments: Not Supplied Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

BGS 1:50,000 Superficial Deposits

LEX Code: TFD On Site S Rock Name: Tidal Flat Deposits Rock Type: Clay, Silt and Sand Min. Age: Holocene Max. Age: Holocene Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

BGS 1:50,000 Bedrock Geology

LEX Code: BLCR On Site S Rock Name: Blue Lias Formation and Charmouth Mudstone Formation (Undifferentiated) Rock Type: Mudstone Min. Age: Pliensbachian Max. Age: Rhaetian Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

Brine Compensation Area

No -

Coal Mining Affected Areas

In an area which may not be affected by Coal Mining -

Non Coal Mining Areas of Great Britain

No Hazard -

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Other Factors Search Direction Geological Buffer

Radon Potential - Radon Protected Areas

Radon Affected Areas: The property is in a lower probability radon area, as less than 1% of homes On Site S are above the action level Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1 Distance: 0m Grid Reference: 381782, 215835

Radon Potential - Radon Protection Measures

Radon Protection None On Site S Measures: Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Collapsible Ground Stability Hazards

Hazard Potential: No Hazard On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Hazard Potential: Very Low 0-250m S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Compressible Ground Stability Hazards

Hazard Potential: Moderate On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Hazard Potential: No Hazard 0-250m S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Ground Dissolution Stability Hazards

Hazard Potential: No Hazard On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Landslide Ground Stability Hazards

Hazard Potential: Very Low On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Running Sand Ground Stability Hazards

Hazard Potential: Moderate On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

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Other Factors Search Direction Geological Buffer

Potential for Running Sand Ground Stability Hazards

Hazard Potential: No Hazard 0-250m S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Hazard Potential: Very Low On Site S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

Hazard Potential: Low 0-250m S Source: British Geological Survey, National Geoscience Information Service Contact Ref: 1

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1888

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1903

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1924

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1938

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1955

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1960

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1971

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1975

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1990

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1994

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RPS RPS Consultants Ltd ('RPS') is part of the RPS Group plc, the largest European Environmental Consultancy with over 4,500 staff and a network of offices throughout the UK, Europe and key offices worldwide. As a leading advisor to the financial and property sector on potential environmental liabilities it has over thirty years experience advising on contaminated and 'brownfield' sites in the UK, and acts as a panel advisor to the majority of the UK's clearing banks, property developers/agents and the legal profession.

The expertise of RPS staff together with the company's in-depth knowledge and experience in the marketplace can help you find economic solutions for even the most difficult sites.

Purpose of the Assessment The purpose of the RPS Risk Assessment is to assist parties involved in property transactions in assessing the implications of certain environmental risks identified in the Report. Implementation of Part 2A of the Environmental Protection Act 1990 places liability for contaminated land on the current owner or occupier where the 'polluter' cannot be found. In June 2001 The Law Society warned all solicitors to be aware of the liabilities attached to contaminated land. Further details and guidance are available in The Environmental Handbook, Fifth Edition, published by The Law Society. The Environment Agency, Local Authorities and other statutory bodies do not provide all the necessary range of information required to determine risks for environmental issues in property transactions. As a consequence, an expert assessment, of the type contained in this report, is essential. The RPS Risk Assessment determines if a sufficient risk is present for the site to be defined as contaminated, and provides a clear set of recommendations and actions where necessary. The client also has access to a technical helpline offering free initial advice and consultation by the RPS panel of environmental consultants who provide the assessments.

RPS Risk Assessment Methodology and Scope The RPS Risk Assessment is based on the site boundary defined by the client. It is provided by a panel of consultants following a detailed manual review of the Report and a review of potentially contaminative historical land uses identified from published 1:1250 (where available), 1:2500, 1:10,000 and 1:10,560 scale historical mapping and unpublished "Supply of Unpublished Survey Information" (SUSI), "SIM" and Large Scale National Grid Data" for the site and its immediate surrounding area.

RPS uses the Contaminant-Pathway-Receptor framework to make assessments regarding land contamination. The 'contaminant' refers to a substance relating to a potential source of contamination, 'pathway' to a potential route it may take, and 'receptor' to the end point. For a potential liability to arise each stage of the complete pollution linkage must be present. The RPS Risk Assessment uses information contained in the Report relating to the 'contaminants' through a study of statutory registers, current and historical land use. Analysis of the environmental information (including the geology, ground and surface water) is used to detect 'pathway' and 'receptor' stages.

Importantly, the RPS Risk Assessment is also based upon the current and proposed use of the site, which enables a more accurate assessment of the linkages and implication of potential contamination. It also enables appropriate advice to be given where a change of use or redevelopment is planned.

RPS Risk Ratings The classes of risk referred to within the RPS Risk Assessment take into account the land use (current and proposed) and the environmental site setting. The risk ratings can be defined as follows:

Low Risk - it is considered unlikely that ground contamination will give rise to a liability/cost for the owner of the site.

Moderate Risk - it is possible but not certain that ground contamination will give rise to a liability/cost for the owner of the site.

High Risk - there is a high potential that ground contamination will give rise to a liability/cost for the owner of the site.

Asbestos Under the Control of Asbestos Regulations 2012 and HSE Guidance Note HSG264, any commercial property where asbestos may be present legally requires an appropriate survey, an up to date asbestos register and a non-generic management plan. Buildings constructed or refurbished between 1950 and the late 1980s are most at risk. If the property was constructed prior to 1990 you can contact RPS for further advice to ensure compliance.

Ground Investigation, Remediation, Tax Advice/Credit Should there be a significant risk of ground contamination, RPS can provide the necessary additional services to ensure the risk is assessed and placed in an appropriate commercial context as well as providing all necessary geotechnical assessments. RPS is the largest planning consultancy in the UK and can advise on the requirements for obtaining planning permission for any form of development. RPS can also advise on opportunities to obtain contaminated land qualifying relief at 150% of the capital cost during remediation. Their contact details can be found below.

Contact Information Sitecheck - for queries regarding the contents of the Report, please contact the Sitecheck customer helpdesk on 0870 606 1700

RPS - for further information regarding the RPS assessment, or for general environmental consultancy advice including investigations, remediation and site inspections, please contact RPS on 020 7261 1091

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Limits of the Report If you have any queries regarding the information in this report and how to use it, please do not hesitate to contact the Sitecheck helpdesk.

The RPS Risk Assessment comments upon the potential risk of the land being defined as 'contaminated land' as defined in Part 2A of the Environmental Protection Act 1990. It is based on the Sitecheck Review Report and information supplied by the client. It is not based on any physical inspection of the site or condition of the land.

In addition to the risk assessment, the Report includes data on risks such as Flooding, Radon Gas, Natural Subsidence and Coal Mining. These are set out, together with appropriate guidance, in the Other Factors Section of the report. (These risks are outside the definition of 'contaminated land' because they are outside the scope of Part 2A of the Environmental Protection Act 1990.

Where higher levels of risk are identified within the report, it does not necessarily mean that a site will be designated as contaminated land or as a Special Site. Such designation requires that the Local Authority (or Environment Agency) carry out a detailed inspection to detemine whether or not the land is contaminated.

RPS use the best available public sources of information to identify possible risks and sources of land use. However, we cannot guarantee that all potentially contaminative land uses or features, whether past or current, will be identified in this report using these sources.

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Registered Landfill Sites At present no complete national data set exists for landfill site boundaries, therefore a point grid reference, provided by the data supplier, is used for some landfill sites. In certain cases the point grid references supplied provide only an approximate position and can vary from the site entrance to the centre of the site. Where the exact position of the site is unclear, Landmark construct either a 100 metre or 250 metre "buffer" around the point to warn of the possible presence of landfill. The size of this "buffer" relates to the positional accuracy that can be attributed to the site. The "buffer" is shown on the map as an orange cross-hatched circle and is referred to in the map legend as Potential Landfill Buffer. Where actual boundaries are available, the landfill site area is shown on the map as a red diagonal hatched polygon and referred to in the map legend as Registered Landfill Site.

Local Authority Recorded Landfill Sites Local Authority landfill data are sourced from individual local authorities that were able to provide information on sites operating prior to the introduction of the Control of Pollution Act (COPA) in 1974. Appropriate authorities are listed under Local Authority Landfill Coverage with an indication of whether or not they were able to make landfill data available. Details of any records identified are disclosed. You should be aware that if the local authority 'Had landfill data but passed it to the relevant environment agency' it does not necessarily mean that local authority landfill data is included in our other Landfill datasets. In addition if no data has been made available, for all or part of the search area, you should be aware that a negative response under 'Local Authority Recorded Landfill Sites' does not necessarily confirm that no local authority landfills exist.

Flooding The Sitecheck report flood map plots all flood related features revealed within the search area as supplied by the relevant agency. However, to avoid confusion, the text entry in the body of the report only reveals the detail of the nearest feature in each flood data set. This is also reflected in the summary table where only a single entry is included to indicate the search buffer of the nearest occurrence.

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

The information in this Sitecheck Review Report is derived from a number of statutory and non-statutory sources. While every effort is made to ensure accuracy, Landmark cannot guarantee the accuracy or completeness of such information or data, nor to identify all the factors that may be relevant. If you are a private individual using this report Landmark recommend that you discuss its contents in full with your professional advisor. It is essential to read this report in conjunction with the Product User Guide and your attention is drawn to the scope of the report section within this guide.

The Sitecheck Review User guide is available free of charge from our website www.sitecheck.co.uk

Landmark Information Group Limited 2009. All Rights Reserved. The copyright on the information and data and its format as contained in this Sitecheck Review 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 and Natural England and must not be reproduced in whole or in part by photocopying or any other method, except as allowed by Landmark's Terms and Conditions. The Report is supplied under Landmark's Terms and Conditions accepted by the customer. 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.

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Contact Names and Addresses 1 British Geological Survey Enquiry Service

British Geological Survey Telephone 0115 936 3143 Kingsley Dunham Centre Fax 0115 936 3276 Keyworth Nottingham Nottinghamshire NG12 5GG

[email protected] www.bgs.ac.uk

2 Gloucestershire County Council

Shire Hall Telephone 01452 425000 Westgate Street Gloucester Gloucestershire GL1 2TG

www.gloscc.gov.uk

3 Environment Agency National Customer Contact Centre (NCCC)

PO Box 544 Telephone 08708 506 506 Templeborough Rotherham S60 1BY

[email protected]

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

4 Gloucester City Council Environmental Health Department

Herbert Warehouse Telephone 01452 396304 The Docks Fax 01425 396340 Gloucester Gloucestershire GL1 2EQ

www.gloucester.gov.uk

5 Health and Safety Executive

5S.2 Redgrave Court Merton Road Bootle L20 7HS

www.hse.gov.uk

6 Gloucester City Council

North Warehouse Telephone 01452 522232 The Docks Fax 01452 396340 Gloucester Gloucestershire GL1 2EP

www.gloucester.gov.uk

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7 Natural England

Suite D Telephone 0845 600 3078 Unex House Bourges Boulevard Peterborough Cambridgeshire PE1 1NG

[email protected] www.naturalengland.org.uk

8 Tewkesbury Borough Council Environmental Health Department

Council Offices Telephone 01684 295010 extn 2213 Gloucester Road Fax 01684 290139 Tewkesbury Gloucestershire GL20 5TT

www.tewkesburybc.gov.uk

Other Contacts Landmark Information Group Limited

Legal and Financial Telephone 0844 844 9966 Imperium Fax 0844 844 9980 Imperial Way Reading Berkshire RG2 0TD

[email protected] www.landmarkinfo.co.uk

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IMPORTANT CONSUMER PROTECTION INFORMATION

This search has been produced by Landmark Information Group Ltd, Imperium, Imperial Way, Reading, Berkshire, RG2 0TD. Telephone: 0844 844 9966, Fax No: 0844 844 9980, email: [email protected] which is registered with the Property Codes Compliance Board (PCCB) as a subscriber to the Search Code. The PCCB independently monitors how registered firms maintain compliance with the Code.

The Search Code:

- Provides protection for homebuyers, sellers, conveyancers and mortgage lenders who rely on the information included in property search reports undertaken by subscribers on residential and commercial property within the United Kingdom. - Sets out minimum standards which firms compiling and selling search reports have to meet. - Promotes the best practice and quality standards within the industry for the benefit of consumers and property professionals. - Enables consumers and property professionals to have confidence in firms which subscribe to the code, their products and services.

By giving you this information, the search firm is confirming that they keep to the principles of the Code. This provides important protection for you.

The Code's core principles

Firms which subscribe to the Code will: - Display the Code logo prominently on their search reports. - Act with integrity and carry out work with due skill, care and diligence. - At all times maintain adequate and appropriate insurance to protect consumers. - Conduct business in an honest, fair and professional manner. - Handle complaints speedily and fairly. - Ensure that all search services comply with the law, registration rules and standards. - Monitor their compliance with the Code.

COMPLAINTS

If you have a query or complaint about your search, you should raise it directly with the firm, and if appropriate ask for your complaint to be considered under their formal internal complaints procedure. If you remain dissatisfied with the firm's final response after your complaint has been formally considered, or if the firm has exceeded the response timescales, you may refer your complaint for consideration under The Property Ombudsman scheme (TPOs). The Ombudsman can award compensation of up to £5,000 to you if it finds that you have suffered actual loss as a result of your search provider failing to keep to the Code.

Please note that all queries or complaints regarding your search should be directed to your search provider in the first instance, not to TPOs or to the PCCB.

TPOs Contact Details: The Property Ombudsman Scheme Milford House 43-55 Milford Street Salisbury Wiltshire SP1 2BP Tel: 01722 333306 Fax: 01722 332296 Email: [email protected]

You can get more information about the PCCB from www.propertycodes.org.uk.

PLEASE ASK YOUR SEARCH PROVIDER IF YOU WOULD LIKE A COPY OF THE SEARCH CODE Search Code

COMPLAINTS PROCEDURE

If you want to make a complaint, we will: - Acknowledge it within 5 working days of its receipt. - Normally deal with it fully and provide a final response, in writing, within 20 working days of receipt. - Keep you informed by letter, telephone or e-mail, as you prefer, if we need more time. - Provide a final response, in writing, at the latest within 40 working days of receipt. - Liaise, at your request, with anyone acting formally on your behalf.

Complaints should be sent to:

Head of Customer Relations Landmark Information Group Ltd Landmark UK Property Imperium Imperial Way Reading RG2 0TD

Telephone: 0844 844 9966

E-mail: [email protected]

Fax: 0844 844 9980

If you are not satisfied with our final response, or if we exceed the response timescales, you may refer the complaint to The Property Ombudsman Scheme (TPOs): Tel: 01722 333306, E-mail: [email protected].

We will co-operate fully with the Ombudsman during an investigation and comply with his final decision.

LANDMARK STANDARD TERMS & CONDITIONS

Full Terms and Conditions can be found on the following link:

http://www.landmarkinfo.co.uk/Terms/Show/515

Heritage Constraints Summary

This is a preliminary historic environment review of the site to determine the need for a formal desk-based assessment or further recommended work.

1. Site details

Site: Bristol Road Grid reference: 381942 215917 Post code: GL2 5YA Date: 22nd August 2016 Size: 0.30 Ha

2. Site description

The site is open land used for storage, industrial and other purposes since before 1884.

3. Historical map review

(Source: Landmark report: RPS, Report Reference: SCC_59105695_1_1, Report Date: 12 August 2014).

4. Statutory designated sites [within 500m of site boundary)

There are no World Heritage Sites, Scheduled Monuments, National Parks, Area of Outstanding Natural Beauty, Listed Buildings, Registered Parks and Gardens or Registered Battlefields within 500m of the boundary of this site, as is shown by the search map in Figure 1.

5. Areas of Archaeological Importance

The site is not designated as a conservation area. (Source: http://www.gloucester.gov.uk/resident/planning-and-building-control/environmental- planning/historic-environment/Pages/Conservation-Areas.aspx accessed 22/08/2016.

6. Known Heritage Assets

Monument Number: 20315: Bridge Keeper's House and Swing Bridge on the Gloucester-Sharpness Canal at Hempsted Bridge, Stroud, Gloucestershire NGR: SO 81 16. Description: 1994 - Conway-Jones in GSIA (SW 4849): Lists the sixteen swing bridges on the Gloucester-Sharpness Canal and tries to identify the bridge keeper's houses. The article is particularly about the eight classical examples of bridge keeper's houses on this canal of which this is not one. Information identified from Census

Registers, Tithe records, Canal Company minute books or British Waterways drawings between 1841 and 1861 has the bridge keeper living in a lodge to Hempsted Court 70 yards up Hempsted Lane and a New House built nearer the canal in c1960. Monuments: BRIDGE KEEPERS COTTAGE (POST MEDIEVAL). SWING BRIDGE (POST MEDIEVAL). This feature is separated by hard standing, a main road and other buildings from the site. There are 8 other HER listings that will not be impacted visually of physically by this development as they are some distance from the industrial site.

7. Conclusions

This is an area of land that has been used as industrial land since before 1884. Given this history and use, the likelihood of the development disturbing archaeological remains or artefacts is very low. The Council currently do not designated the area as an archaeological site albeit with the sites proximity to other local archaeological and historical features.

Taking this into account there are no significant archaeological factors that would result in a recommendation for further desk based study for this development.

Figure 1: Map taken from MAGIC showing a search radius of 500 m for heritage sites (Source: http://www.magic.gov.uk/MagicMap.aspx).