PHASE I & II ENVIRONMENTAL ASSESSMENT
SHILO PARK, SHILO WAY COSSALL
STANSFIELD CO LTD
JANUARY 2014 - REVISION
Ivy House Environmental Phase I & II
SUMMARY TABLE: PHASE I & II ENVIRONMENTAL ASSESSMENT SITE: Shilo Park, Shilo Way, Cossall, Notts CLIENT: Stansfield Co Ltd DATE: January 2014 (originally Reported in June 2013)
No risk posed by made Post demolition and site ground/fill materials. clearance validation sampling of
HUMAN HEALTH: fly tipped and main building Chrysotile and crocidolite areas required. asbestos observed on site. CONTROLLED WATERS: Elevated leachable PAH’s Negligible risk. Elevated Methane and carbon Protection in line with CS2 dioxide reported. No flow GAS RISK: required. recorded.
RADON GAS: No protection required
Majority of made ground is likely WASTE MANAGEMENT: to be characterised as inert for the purposes of disposal.
Additional assessment and reporting required to update the COMMENTS: conceptual model and inform potential remedial works.
For Data Protection Authorised: Richard Sutton MRICS Director
Date: 11th January 2014
Version: 1.1
IV.03.13.R1.1 Ivy House Environmental Phase I & II
CONTENTS
1.0 INTRODUCTION ...... 1
2.0 DESK STUDY AND SITE OBSERVATIONS ...... 2
3.0 PHASE I CONCEPTUAL MODEL ...... 6
4.0 PHASE II FIELDWORK ...... 9
5.0 GROUND CONDITIONS ...... 11
6.0 CONTAMINATION ASSESSMENT ...... 12
7.0 PHASE II CONCEPTUAL SITE MODEL ...... 14
8.0 RISK MANAGEMENT & REMEDIATION ...... 16
9.0 CONCLUSIONS ...... 16
APPENDICES
Appendix A Site Location Plan Appendix B Site Layout & Development Plan Appendix C Historical OS Maps Appendix D Environmental Data Reports Appendix E Coal Authority Mining Report Appendix F Window Sample Borehole Location Plan & Logs Appendix G Chemical Analysis Results Appendix H Gas & Groundwater Monitoring Appendix I Phase IIA Method Statement
IV.03.13.R1.1 Ivy House Environmental Phase I & II
1.0 INTRODUCTION
1.1 PREAMBLE This Phase I & II Environmental Assessment has been produced for Stansfield Co Ltd (Client) to provide a pre-development contamination assessment of the site known as Shilo Park, Shilo Way, Cossall, Notts. The client is proposing to re-develop the site to house a wood recycling operation, which will incorporate a processing unit, feedstock and product storage and loading areas, offices and welfare buildings and vehicle parking.
1.2 SITE LOCATION The site is located approximately 2km east of Ilkeston town centre. The National Grid Reference (NGR) for the approximate centre of the site is SK 477 430. The site location is illustrated in Appendix A; the development proposal and site layout are illustrated in Appendix B.
1.3 PROJECT BRIEF The brief for the Phase I & II Environmental Assessment incorporates:
• A review and assessment of the site history, with reference to potentially contaminative uses. • A review of regulatory authority and environmental data relating to the site and its environs. • A site inspection. • An appraisal of potential environmental risks. • Develop a Phase I conceptual site model. • To provide a strategy for, and implement, a Phase II Environmental Assessment. • Refine the Phase II conceptual site model. • To provide recommendations to mitigate against environmental risks.
1.4 DATA REFERENCES • Environmental Search Data (Supplied by Emapsite Ltd). • Historical Ordnance Survey (OS) Mapping (Supplied by Emapsite Ltd). • British Geological Survey Online Geological Mapping. • Environmental Site Assessment, Lee Sissons Skip Yard, Newtons Lane, Cossall, Nottingham. SLR Consulting Ltd, Feb 2004. Ref. 4D/699/002. • BRE guide BR211 (2007), Radon: Guidance on protective measures for new buildings th introduced on 12 November 2007. • HPA Radon Atlas, October 2007. • CLR8: Potential Contaminants for the Assessment of Land (EA/DEFRA. March 2002). • CLR11: Model Procedures for the Assessment of Land Contamination. • BS 10175:2011 Investigation of Potentially Contaminated Sites – Code of Practice. • BS 8576:2013 Guidance on investigations for Ground Gas, Permanent Gases and Volatile Organic Compounds.
IV.03.13.R1.1 1 Ivy House Environmental Phase I & II
2.0 DESK STUDY AND SITE OBSERVATIONS 2.1.1 HISTORICAL REVIEW: SITE DEVELOPMENT
Ordnance Survey maps have been reviewed for the years 1879 - 2012. The historical development of the site and the locality are detailed below; the OS maps are contained in Appendix C.
1879-1887 – The site is illustrated as forming part of a Brickyard and is located in a predominantly rural area. A railway line runs to the east of the site and a canal flows to the west. The town of Ilkeston is located 1km to the west; a railway line is located 450m to the west and Foundry House is located 200m to the north-west of the site.
1900-1901 – A Clay Pit associated with the brick works has extended northwards. Cossall Colliery is illustrated 400m to the south of the site and the Bennerley Iron Works is located 1km to the north.
1915 – No change to the site or locality.
1921 – The railway line on the site’s eastern boundary has been dismantled.
1938 – No change to the site. Spoil heaps from Cossall Colliery are extending northwards towards the site.
1955 – No change to the site. An Opencast Mine is located 400m to the north-east of the site. A Briquette Works is illustrated on the site of Cossall Colliery. The Bennerley Iron Works are now illustrated as a Tarmacadam Works.
1960 – The Brickworks is no longer illustrated. Ponds are illustrated within the former brick pit and on land to the east of the site. The Opencast Mine to the north is no longer illustrated.
1982 – The site is illustrated as a Scrap Yard. The former brick pit to the north is now a Refuse Tip. Opencast Workings are located 800m to the north; Warehouses have been built on the site of the former Cossall Colliery.
1991 – No change to the site. The opencast workings to the north are no longer illustrated and a Depot is located on the site of the former Tarmacadam Works. Opencast Workings are located 200m south-west of the site.
2000 – No change to the site or locality.
2013 – No change to the site. The opencast workings to the south-west have been restored.
2.1.2 SUMMARY The site was, historically, a Brickyard which operated until the late 1950’s. The associated brick pit was backfilled with refuse in the late 1970’s and the site was operated as a scrap yard in the 1980’s. The most recent site use was as a skip and container storage yard.
Land use within the surrounding area was historically related to the coal mining industry, with underground collieries and opencast sites present within 1km of the site. Residential development increased across the locality alongside the coal mining industry, the former land holdings for which have since been restored and redeveloped for commercial, residential and agricultural use.
2.2 DEVELOPMENT PROPOSAL The client is currently in the process of applying for planning permission to establish a wood recycling operation on site. The application includes the construction of a building to house the shredding plant and workshops, waste wood and product storage areas, car parking and
IV.03.13.R1.1 2 Ivy House Environmental Phase I & II
office and welfare buildings. The office and welfare buildings will comprise two portacabin style units.
2.3 SITE DESCRIPTION The site is located on Shilo Way and is accessed via palisade security gates in the north- western corner. A burnt out portacabin is located to the left of the entrance and a derelict asbestos clad barn is located to the right. Fly tipped waste, including wood and potential asbestos containing materials (e.g. cement sheets and pipe) is evident on ground adjacent to the security gate. The site boundary is contained within a steel security fence which contains gates in the north-western, north-eastern and south-eastern corners.
The site itself is open and slopes gently towards the south-western corner. Ground cover is a mixture of tarmac planings and crushed construction materials. A mobile phone mast is located within a small compound in the north-eastern corner of the site. The site is bordered by Shilo Way to the west, a paddock to the north, scrubland to the east and the Nottingham Canal and a footpath to the south.
A number of piles of construction waste are located along the southern boundary and metalwork and cladding for a steel framed building are laid out across the centre of the site. Semi mature trees are located along the site boundary and a number of mature Poplar trees run along the southern site boundary.
2.4 ANTICIPATED GEOLOGY The online BGS geological mapping for this area and the information contained in the Emapsite report in Appendix D, illustrates solid strata of the Pennine Lower Coal Measures Formation, consisting of sandstone and beds of mudstone, sandstone and siltstone. No superficial deposits are recorded.
Borehole logs presented in the 2004 Environmental Assessment report illustrate that the four boreholes encountered made ground at depths of 1.80 – 2.10mbgl; the made ground generally comprised brown black gravelly sand and sandy clay with gravel of brick, concrete, plastic and glass.
Strata described as the Lower Coal Measures was encountered in boreholes 2-4, underlying the made ground to refusal at 3.0 – 4.0mbgl.
The plan contained in Appendix F illustrates the location of the 2004 boreholes.
2.5 HYDROGEOLOGY & HYDROLOGY
2.5.1 Hydrogeology The Lower Coal Measures are classified by the Environment Agency as a Secondary A Aquifer.
There are no licensed groundwater abstractions within 250m of the site; the site is not located within a groundwater Source Protection Zone (SPZ); groundwater was not encountered within any of the 2004 boreholes.
2.5.2 Hydrology Proximal surface water bodies include the Nottingham Canal immediately to the south-west of the site and an unknown drain approximately 144m to the south-east.
The information contained in Appendix D illustrates that the site is located within 164m of a Zone 2 floodplain and 165m of a Zone 3 floodplain.
2.6 COAL FIELDS A Coal Authority (CA) report has been received for the site and is contained in Appendix E.
IV.03.13.R1.1 3 Ivy House Environmental Phase I & II
The CA report states that there are is one mine entry within 20m of the site and that there are no faults or other lines of weakness at the surface which have affected the stability of the site.
The CA report findings are detailed below:
• Past – The site is located within the likely zone of influence on the surface from workings in three coal seams at shallow depth to 260m. The last date of working was 1943.
• Present – The site is not within the likely zone of physical influence on the surface from any present underground coal workings.
• Future – The site is not within a geographical area for which a licence to extract coal by underground methods is awaiting determination or has been granted by the CA. - Reserves of coal exist in the locality which could be worked at some time in the future subject to feasibility, licences and planning consents.
• Mine Entries – There is one mine entry recorded within 20m of the northern site boundary.
• Opencast Mining – The site is located within the geographical boundary of an opencast site from which coal has been extracted by opencast methods. - The site does not lie within 200m of an operational opencast site or within 800m of a proposed opencast site.
• Subsidence – There have been no claims made or damage notices served in light of subsidence since 31st October 1994. - No requests have been made to execute preventative works under S.33 of the Coal Mining Subsidence Act 1991.
There are no records of mine gas emissions requiring action by the CA within the site boundary.
2.7 MINERAL RESOURCES The site was, historically, a Brickworks from the 1800’s to the mid 1900’s and included a brick pit. The brickworks are illustrated on the historical mapping contained in Appendix C.
2.8 POTENTIALLY CONTAMINATIVE LAND USES Environmental search data supplied by Emapsite Ltd (Appendix D) states that:
• There are 6 licensed historical landfill sites within 250m of the site. • The site’s operational history includes a scrap yard and a skip yard. • There are no additional waste treatment facilities located within 250m of the site. • There is one discharge consent within 250m of the site (185m west. Sewage). • There are no hazardous substance or IPC consents located within 250m of the site. • There are no fuel sites located within 500m of the site.
The Industry profile (ref CLR8) for Waste recycling, treatment and disposal sites: landfills and other waste treatment or waste disposal sites lists Heavy Metals, asbestos, and key organic contaminants (PAH, Chlorinated Aliphatic Hydrocarbons, PCB’s, dioxins and furans) as Contaminants of Concern for such sites.
Analysis results for made ground and natural strata (13No samples) in the 2004 Environmental Assessment report, from a suite including heavy metals, total PAH, inorganics and TPH, were reported to all be within their respective screening levels for the commercial land use model. No assessment of asbestos fibre content was conducted.
2.9 ASBESTOS An asbestos survey commissioned for the site reports the presence of asbestos containing materials (chrysotile and crocidolite) within fly tipped waste (guttering) adjacent to the
IV.03.13.R1.1 4 Ivy House Environmental Phase I & II
entrance gate and within the structure of the main building. A proportion of the observed materials were damaged. The asbestos survey has been submitted to the LPA within the planning application.
2.10 ACCESS Access to the site will be from the existing access on Shilo Way.
2.11 RADON GAS ASSESSMENT Map 14, Derbyshire, Leicestershire and Nottinghamshire, published by the Health Protection Agency (HPA) in 2007 indicates that any development on site will not require radon protection.
IV.03.13.R1.1 5 Ivy House Environmental Phase I & II
3.0 PHASE I CONCEPTUAL MODEL
3.1 SOURCE-PATHWAY-RECEPTOR The conceptual model for the site considers the development proposal for industrial/commercial use (wood recycling) and the preceding information. Structures on site will include portacabin style offices and a unit housing the wood shredding plant and workshops.
The site’s historical use as a brickworks (backfilled), scrap yard and skip yard and the historical site investigation data are considered in respect to potential contaminative sources. Current site condition is also considered in light of the risk posed by potential asbestos containing materials.
The site is located upon a backfilled brick pit and there are a number of historical landfills within 250m of the site.
Potential contaminants of concern for human health include Heavy Metals, inorganics, Polycyclic Aromatic Hydrocarbons (PAHs), Petroleum Hydrocarbons, asbestos fibres, PCB, SVOC/VOC, dioxins and furans and landfill gas.
Pathways for the end user of the site include direct contact (dermal) with contaminated soil dust; ingestion and inhalation of contaminated soil dust; inhalation of soil vapours and ground gas.
The primary human health receptors for the site are construction workers and end users of the site (Staff and visitors).
For the environment (controlled waters) the primary receptor is the underlying Secondary A Aquifer (Coal Measures) underlying the site. The nearby canal is not considered to be a primary receptor.
Potential contaminants of concern for controlled waters include Heavy Metals, inorganics, Polycyclic Aromatic Hydrocarbons (PAHs), Petroleum Hydrocarbons, PCB, dioxins and furans and SVOC/VOC.
The primary pathway for the environment is the leaching and vertical migration of contaminants through the vadose zone to the saturated zone.
The development of the conceptual model is illustrated on Figure 3.1.
IV.03.13.R1.1 6 Ivy House Environmental Phase I & II
Figure 3.1: Conceptual Site Model
HUMAN HEALTH
SOURCE PATHWAY RECEPTOR SOLUTION
Site specific PPE as required by Construction Workers contractor method statements.
Phase II Environmental Assessment Dermal contact with potentially required. contaminated made ground,
ingestion and inhalation of Minimal soft landscaping proposed. contaminated soil and dust. Hardstanding car parking proposed.
Potentially contaminated made Clean cap possibly required. Inhalation of asbestos fibres. ground from historical site use (backfilled brickworks, scrap yard, Hardstanding and foundation slab skip yard). Contaminants of concern breaking pathway between include Heavy Metals, PAHs, TPH, End Users (staff/customers/visitors) contaminated made ground and inorganics, SVOC/VOC, asbestos receptors for office and shredding fibres, PCB, dioxins and furans. building.
Gas monitoring programme for Phase II assessment. Inhalation of soil vapours and ground
gas (Carbon Dioxide, Methane). Possible requirement for gas protection measures and/or venting
Possible requirement for protected Leaching into water supply pipes Water Supply/End Users water pipes.
IV.03.13.R1.1 7 Ivy House Environmental Phase I & II
CONTROLLED WATERS
Underlying strata potentially contaminated by deposited waste Potentially contaminated made materials. ground from historical site use Secondary A aquifer (Coal Leaching and vertical migration (refuse tip). Contaminants of concern measures). through the vadose zone to the Groundwater quality risk assessment include Heavy Metals, PAHs, TPH, saturated zone. may be required. inorganics, SVOC/VOC, PCB,
dioxins and furans. Minimal risk to groundwater within the cohesive mudstone.
IV.03.13.R1.1 8 Ivy House Environmental Phase I & II
4.0 PHASE II FIELDWORK
4.1 INTRODUCTION The Phase II intrusive investigation was undertaken 17.05.13 under the supervision of Environmental Engineering Ltd and Ivy House Environmental Ltd in general accordance with the following: • ‘Code of Practice for Site Investigations, 1999+A2 2010’ (BS5930). • BS 10175:2011 Investigation of Potentially Contaminated Sites – Code of Practice. • BS 8576:2013 Guidance on investigations for Ground Gas, Permanent Gases and Volatile Organic Compounds.
The Phase II investigation incorporated the following:
• The advancing of 6No window sample boreholes to a maximum depth of 4.0mbgl. • The analysis of 6 samples for a screening suite (e.g. metals, asbestos fibres, inorganics, speciated PAH’s, pH and organic matter) and selected site specific determinands including TPHCWG and TPH.
The borehole location plan and window sample logs are contained in Appendix F.
4.2 RATIONALE The Phase II investigation has been designed to facilitate an assessment of the general ground conditions across the site, including potential contaminant sources, pathways and receptors. The investigation has also been designed in consideration of the current site layout and access restrictions, the development proposal and health and safety issues; the rationale behind the location of each exploratory hole is detailed in table 4.1 below:
Table 4.1: Phase II Rationale Hole ID Location Notes Historical fuel tank WS1 Monitoring Installation location WS2 – WS6 General grid Monitoring Installation in WS2, 5 & 6 NOTE: Installation in WS2 was vandalised
4.3 LABORATORY ANALYSIS & TESTING Selected soil samples were analysed at a specialist environmental laboratory as detailed in the following sections.
4.3.1 Chemical Analysis A total of 10 samples of made ground were sent for analysis at a UKAS/MCERTS accredited laboratory. The scheduled parameters are detailed in table 4.2.
Table 4.2: Soil Analysis Sample ID Depth (mbgl) Strata Suite CLEA Suite/ WS1 0.5/1.0 Made Ground TPHCWG/TPH
WS2 0.2 Made Ground CLEA Suite/TPH
WS3 0.6 Made Ground Leachate
CLEA WS4 0.3/0.7 Made ground Suite/TPH/Leachate
IV.03.13.R1.1 9 Ivy House Environmental Phase I & II
CLEA WS5 0.2/0.5/1.1 Made Ground Suite/Leachate/TPH
WS6 0.5 Made Ground CLEA Suite
As the made ground comprised mostly inert fill and no significant quantities of industrial waste (i.e. ash) the analytical schedule did not include extensive organic determinands (e.g. volatile compounds, PCB, dioxins & furans).
The soil analysis results are contained in Appendix G.
4.3.2 Gas Monitoring Monitoring installations were installed in three boreholes; gas monitoring was undertaken using a GEM2000 gas monitor on 6 separate visits between the dates of 20/05/13 – 03/01/14. The analyser detects concentration by volume (%v/v) of Methane (CH4), Carbon Dioxide (CO2) and Oxygen (O2) and flow rate and air pressure. The gas monitoring results are contained in Appendix H.
IV.03.13.R1.1 10 Ivy House Environmental Phase I & II
5.0 GROUND CONDITIONS The intrusive investigation has revealed the presence of made ground across the site, no natural strata were encountered.
5.1 MADE GROUND Made ground was present in all boreholes from surface to a maximum depth of 4.0mbgl and generally comprised brown, grey sandy gravel and sandy clay with occasional to much brick, sandstone, mudstone, concrete, clinker, ash, wood, coal, metal, shale, glass and plastic.
5.2 SOLID STRATA Solid strata were not encountered during the fieldwork.
5.3 FIELD OBSERVATIONS The source of the made ground is likely to be the fill used to restore the former brickworks and recycled construction materials laid down over the years to provide hardstanding cover.
5.4 GROUNDWATER Groundwater was not encountered during the drilling works. Table 5.2 illustrates the results of groundwater monitoring undertaken to date.
Table 5.2: Groundwater Monitoring Location Depth to Water (mbgl) Groundwater Datum (mAOD) WS1 0.59-0.6 59.4 WS5 DRY N/A WS6 DRY N/A
The site owner reported that, in the past, a mains water leak had occurred close to the site entrance, noting that this could be the source of the perched water in borehole WS1.
NOTE: Groundwater levels are subject to seasonal variations and may be affected by local abstraction rates.
IV.03.13.R1.1 11 Ivy House Environmental Phase I & II
6.0 CONTAMINATION ASSESSMENT Guidance as referenced in section 1.4 has been followed to ensure that the risk posed to identified receptors, as detailed in the conceptual site model, is reported according to accepted compliance criteria.
The Contaminated Land Exposure Assessment (CLEA) guidance and published Soil Guideline Values (SGV) have been incorporated with Generic Assessment Criteria (GAC), for determinands which do not have a published SGV, to provide a competent Tier 1 Assessment. The GAC and methodology are contained in Appendix G.
Where Tier 1 values are exceeded, Tier 2 values will be developed using the CLEA v1.06 quantitative risk assessment model (adjusted to consider appropriate UK input parameters.)
6.1 HUMAN HEALTH An assessment of the enclosed analysis results against the GAC for a commercial/industrial land use illustrates that there are no asbestos fibres present and none of the recorded contaminants of concern pose a risk to human health.
6.1.1 Hydrocarbon Contamination Total petroleum hydrocarbon concentrations were recorded in the range 131 – 424mg/l; concentrations which do not pose a risk to human health.
6.1.2 Asbestos The asbestos survey reports chrysotile and crocidolite asbestos present in fly tipped guttering adjacent to the site entrance and chrysotile asbestos in the roofing and cladding attached to the main building.
6.1.3 Ground Gas and Soil Vapours Gas monitoring completed to date (6 visits) has recorded peak methane and carbon dioxide concentrations of 6.6% and 7.6% by volume respectively. No flow has been recorded. Oxygen levels in the range 7.4 – 21.0% have been recorded during the monitoring period.
The calculation of Gas Screening Values (GSV) for methane and carbon dioxide is detailed below; as no flow has been recorded a default value of 0.1l/hr is used for the calculation of a GSV.
• Methane: 6.6% = 0.066 x 0.1 = 0.0066 • Carbon Dioxide 7.6% = 0.076 x 0.1 = 0.0076
As the GSV’s are below 0.07, the site would be characterised, as per CIRIA C665, as Characteristic Situation 1. However, as gas concentrations exceed 5% by volume, upgrading the protection measures to Characteristic Situation 2 is recommended.
Gas protection measures are detailed in section 8.3.
6.2 CONTROLLED WATERS A review of the enclosed leachate results against the UKDWS/EQS (in brackets) illustrates the following exceedances:
• WS4 @ 0.7m: Benzo(a)pyrene 0.57ug/l (0.01ug/l) UKDWS PAH4 1.13ug/l (0.1ug/l)
6.3 SUMMARY The contamination assessment illustrates that the site does not pose a significant risk to human health but that leachate analysis of the made ground sampled at one location contains elevated PAH’s.
IV.03.13.R1.1 12 Ivy House Environmental Phase I & II
The fly tipped asbestos and asbestos cement sheet cladding will require removal by a licensed contractor.
Considering the lack of an identified water table across the site, the potential depth to the underlying aquifer and the likelihood of cohesive coal measures strata underlying the site, the risk posed by the site to controlled waters is negligible.
IV.03.13.R1.1 13 Ivy House Environmental Phase I & II
7.0 PHASE II CONCEPTUAL SITE MODEL The conceptual model for the site considers the development proposal for industrial/commercial use (wood recycling) and the preceding information. Structures on site will include portacabin style offices and a unit housing the wood shredding plant and workshops.
The Phase II assessment reports that concentrations of recorded chemical contaminants of concern do not pose a risk to human health. Although fly tipped asbestos has been identified and asbestos cement board is present within the fabric of the main building, no asbestos fibres were reported in samples of made ground and no potentially significant organic/hydrocarbon sources were noted or reported.
Made ground samples containing ash deposits were not analysed for PCB’s or dioxins and furans. Subsequent fieldwork during site clearance or the groundworks phase should include sampling and analysis of made ground/ash/clinker for such determinands.
Gas monitoring has reported maximum methane and carbon dioxide at concentrations of 6.6% and 7.6% by volume respectively. No flow was recorded. Gas protection measures in line with Characteristic Situation 2 will be required for the structures within proposed development.
Pathways for the end user of the site include direct contact (dermal) with contaminated soil dust; ingestion and inhalation of contaminated soil dust; inhalation of ground gas.
The primary human health receptors for the site are construction workers and end users of the site (Staff and visitors).
Contaminants of concern for controlled waters include leachable PAH’s present in one sample of made ground.
For the environment (controlled waters) the primary receptor is underlying Secondary A Aquifer (Coal Measures) underlying the site. The nearby canal is not considered to be a primary receptor.
The primary pathway for the environment is the leaching and vertical migration of contaminants through the vadose zone to the saturated zone.
In conclusion, the site does not pose a significant risk to human health via the exposure to contaminated made ground, but gas protection measures will be required for the proposed buildings; due to the presence of cohesive strata under the site and a deep water table, the risk posed to controlled waters by the leachable PAH’s is negligible.
Further assessment of the site will be required during the demolition and groundworks/construction phases.
The development of the conceptual model is illustrated on Figure 7.1.
IV.03.13.R1.1 14 Ivy House Environmental Phase I & II
Figure 7.1: Phase II Conceptual Site Model
HUMAN HEALTH
SOURCE PATHWAY RECEPTOR SOLUTION
Basic PPE for all workers (overalls, Construction Workers gloves, dust mask if required) and Ingestion of contaminated soil and wash facilities/personal hygiene No contamination reported within contaminated vegetables, direct made ground. contact (dermal) with contaminated Licensed removal of asbestos soil and soil dust; ingestion and containing waste and cladding. Fly tipped asbestos and asbestos inhalation of contaminated soil dust.
cement board cladding. Further post demolition and Inhalation of asbestos fibres. groundworks (Phase IIA) assessment required to update conceptual model Human Health and inform RMS. (staff/customers/visitors)
Elevated methane and carbon Inhalation of Carbon Dioxide and Characteristic situation 2 gas dioxide. Methane. Explosive risk. protection measures required.
No significant contamination reported Leaching into water supply pipes Water Supply/End Users Standard pipes suitable. within made ground. CONTROLLED WATERS
Underlying cohesive strata will Leachable PAH’s within one sample restrict leaching and vertical Secondary A aquifer Negligible risk. of made ground. migration through the vadose zone to the saturated zone.
IV.03.13.R1.1 15 Ivy House Environmental Phase I & II
8.0 RISK MANAGEMENT & REMEDIATION Previous sections have quantified the risk posed to identified receptors which, in some instances, require remediation to protect or reduce levels of risk. The following section details measures and recommendations for dealing with risks associated with contamination in respect to the proposed redevelopment of the site for a wood recycling operation.
8.1 HUMAN HEALTH – ADDITIONAL ASSESSMENT A method statement for the further assessment of the site is contained in Appendix I.
8.2 REMEDIATION TO PROTECT CONTROLLED WATERS None required.
8.3 GAS PROTECTION MEASURES As per the guidance contained in CIRIA C665 and BS 8576:2013, an assessment of the updated gas monitoring data contained in Appendix H has concluded that protection measures in line with Characteristic Situation 2 will be required for the proposed structures (shredding unit/portacabins). Under BS 8576:2013, a minimum of 2 points will be required for the commercial units (portacabin offices and welfare) and 1 point for the industrial shredding unit.
As the shredding unit is likely to be of portal frame construction and ground conditions are variable, a raft foundation is likely to be specified. Foundations for the portacabins will include a concrete slab upon which the units will sit.
In line with current guidance, the gas protection measures should include the following:
• Reinforced concrete ground bearing foundation raft with limited service penetrations cast into the slab (1.5 points). • Proprietary gas resistant membrane to reasonable levels of workmanship/in line with current good practice under independent inspection (1 point).
The above specification will be provided to the groundworks/construction contractors and an independent inspection and validation report will be provided to the planning authority.
9.0 CONCLUSIONS This Phase I & II Environmental Assessment and the recommendations contained within illustrate that further assessment of the site is required to ensure that the conceptual site model has been developed to the satisfaction of the planning authority. The additional works should be undertaken post demolition and during the groundworks phase.
Gas protection measures have been specified for the proposed structures and a detailed foundation specification will be required for the development.
A Phase IIA method statement has been produced for the required additional assessment works.
IV.03.13.R1.1 16 APPENDIX A
n
KEY: TITLE: Site Location Plan Approximate Site Location PROJECT: Shilo Park, Cossall, Notts PROJECT No: DATE: IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL Figure 1 DO NOT SCALE NTS RPS
APPENDIX B
n
KEY: TITLE: Site Layout
PROJECT: Shilo Park, Cossall, Notts PROJECT No: DATE: IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL Figure 2 DO NOT SCALE NTS RPS n
1. 2.
4. 3.
KEY: TITLE: Site Details 1. Entrance PROJECT: 2. Phone Mast Shilo Park, Cossall, Notts 3. Construction Waste PROJECT No: DATE: 4. Centre of Site IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL Figure 4 DO NOT SCALE NTS RPS n
KEY: TITLE: Development Proposal
PROJECT: Shilo Park, Cossall, Notts PROJECT No: DATE: IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL Figure 3 DO NOT SCALE NTS RPS
APPENDIX C
n
X
KEY: TITLE: 2013 OS Map Centre of Site X PROJECT: Shilo Park, Cossall, Notts PROJECT No: DATE: IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL DO NOT SCALE NTS RPS
APPENDIX D
EmapSite GroundSure EMS-205144_269919 Masdar House, , Reference: Eversley, RG27 0RP Your Reference: EMS_205144_269919 Report Date: 13 May 2013 Report Delivery Email - pdf Method: Client Email: [email protected]
GroundSure EnviroInsight
Address: Shilo Park,Shilo Way,Cossall,NG16 2SF,
Dear Sir/Madam,
Thank you for placing your order with emapsite. Please find enclosed the GroundSure EnviroInsight as requested
If you would like further assistance regarding this report then please contact the emapsite customer services team on 0118 9736883 quoting the above report reference number.
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emapsite customer services team
Enc. GroundSure EnviroInsight
GroundSure EnviroInsight
Address: Shilo Park,Shilo Way,Cossall,NG16 2SF,
Date: 13 May 2013
GroundSure Reference: EMS-205144_269919
Your Reference: EMS_205144_269919
Client: EmapSite
Brought to you by emapsite
Report Reference: EMS-205144_269919 Aerial Photograph of Study Site ▲ NW N NE
◄W E►
SW S SE ▼ Aerial photography supplied by Getmapping PLC. © Copyright Getmapping PLC 2003. All Rights Reserved. Site Name: Shilo Park,Shilo Way,Cossall,NG16 2SF, Grid Reference: 447799,343092 Size of Site: 1.31 ha
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 2 Overview of Findings For further details on each dataset, please refer to each individual section in the main report as listed. Where the database has been searched a numerical result will be recorded. Where the database has not been searched '-' will be recorded.
Report Section Number of records found within (X) m of the study site boundary
1. Environmental Permits, Incidents and 251- 501- 1000- 0-50 51-250 Registers on-site 500 1000 1500
1.1 Industrial Sites Holding Environmental Permits and/or Authorisations Records of historic IPC Authorisations 0 0 0 0 - - Records of Part A(1) and IPPC Authorised Activities 0 0 0 0 - - Records of Water Industry Referrals (potentially harmful 0 0 0 0 - - discharges to the public sewer) Records of Red List Discharge Consents (potentially harmful 0 0 0 0 - - discharges to controlled waters)
Records of List 1 Dangerous Substances Inventory sites 0 0 0 0 - - Records of List 2 Dangerous Substances Inventory sites 0 0 0 0 - - Records of Part A(2) and Part B Activities and Enforcements 0 0 0 2 - - Records of Category 3 or 4 Radioactive Substances 0 0 0 0 - - Authorisations Records of Licensed Discharge Consents 0 0 1 0 - - Records of Planning Hazardous Substance Consents and 0 0 0 0 Enforcements 1.2 Records of COMAH and NIHHS sites 0 0 0 0 - - 1.3 Environment Agency Recorded Pollution Incidents National Incidents Recording System, List 2 0 0 0 - - - National Incidents Recording System, List 1 0 0 0 - - - 1.4 Sites Determined as Contaminated Land under Part IIA EPA 0 0 0 0 - - 1990
251- 501- 1000- 0-50 51-250 2. Landfill and Other Waste Sites on-site 500 1000 1500
2.1 Landfill Sites Environment Agency Registered Landfill Sites 0 0 0 0 0 - Landfill Data – Operational Landfill Sites 0 0 0 0 0 - Environment Agency Historic Landfill Sites 2 2 2 0 0 2 Landfill Data – Non-Operational Landfill Sites 0 1 1 2 0 - BGS/DoE Landfill Site Survey 0 1 0 0 0 1 GroundSure Local Authority Landfill Sites Data 1 0 0 0 0 4 2.2 Landfill and Other Waste Sites Findings Operational Waste Treatment, Transfer and Disposal Sites 0 0 0 0 - - Non-Operational Waste Treatment, Transfer and Disposal Sites 0 0 0 0 - - Environment Agency Licensed Waste Sites 1 0 0 0 4 4
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 3 251- 501- on-site 0-50 51-250 1000-1500 3. Current Land Uses 500 1000 3.1 Current Industrial Sites Data 2 0 1 - - - 3.2 Records of Petrol and Fuel Sites 0 0 0 0 - - 3.3 Underground High Pressure Oil and Gas Pipelines 0 0 0 0 - -
4. Geology Description
4.1 Are there any records of Artificial Ground and Made Ground present beneath the No study site? * 4.2 Are there any records of Superficial Ground and Drift Geology present beneath the No study site? * 4.3 For records of Bedrock and Solid Geology beneath the study site* see the detailed findings section. Source: Scale: 1:50,000 BGS Sheet 125
* This includes an automatically generated 50m buffer zone around the site.
251- 501- 1001- on-site 0-50 51-250 5. Hydrogeology and Hydrology 500 1000 2000
5.1 Are there any records of Productive Strata in the Superficial Yes Geology within 500m of the study site?
5.2 Are there any records of Productive Strata in the Bedrock Yes Geology within 500m of the study site? 5.3 Groundwater Abstraction Licences (within 2000m of the study 0 0 0 0 0 0 site). 5.4 Surface Water Abstraction Licences (within 2000m of the 0 0 0 0 0 3 study site). 5.5 Potable Water Abstraction Licences (within 2000m of the study 0 0 0 0 0 0 site). 5.6 Are there any Source Protection Zones within 500m of the study site? No 5.7 River Quality on-site 0-50 51-250 251-500 501-1000 1001-1500
Is there any Environment Agency information on river quality No No No No Yes Yes within 1500m of the study site? 5.8 Detailed River Network entries within 500m of the site 0 1 2 14 - - 5.9 Surface water features within 250m of the study site No Yes Yes - - -
6. Flooding
6.1 Are there any Environment Agency indicative Zone 2 floodplains within 250m of the Yes study site? 6.2 Are there any Environment Agency indicative Zone 3 floodplains within 250m of the Yes study site? 6.3 Are there any Flood Defences within 250m of the study site? No 6.4 Are there any areas benefiting from Flood Defences within 250m of the study site? No 6.5 Are there any areas used for Flood Storage within 250m of the study site? No 6.6 What is the maximum BGS Groundwater Flooding susceptibility within 50m of the Very Low study site?
6.7 What is the BGS confidence rating for the Groundwater Flooding susceptibility areas? Low
7. Designated Environmentally Sensitive 251- 501- 1001- on-site 0-50 51-250 Sites 500 1000 2000
7.1 Records of Sites of Special Scientific Interest (SSSI) 0 0 0 0 0 1 7.2 Records of National Nature Reserves (NNR) 0 0 0 0 0 0
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 4 7.1 Records of Sites of Special Scientific Interest (SSSI) 0 0 0 0 0 1 7.3 Records of Local Nature Reserves (LNR) 0 1 1 2 0 0 7.4 Records of Special Areas of Conservation (SAC) 0 0 0 0 0 0 7.5 Records of Special Protection Areas (SPA) 0 0 0 0 0 0 7.6 Records of Ramsar sites 0 0 0 0 0 0 7.7 Records of World Heritage Sites 0 0 0 0 0 0 7.8 Records of Environmentally Sensitive Areas 0 0 0 0 0 0 7.9 Records of Areas of Outstanding Natural Beauty (AONB) 0 0 0 0 0 0 7.10 Records of National Parks 0 0 0 0 0 0 7.11 Records of Nitrate Sensitive Areas 0 0 0 0 0 0 7.12 Records of Nitrate Vulnerable Zones 1 0 0 0 0 0 7.13 Records of Ancient Woodlands 0 0 0 0 0 0
8. Natural Hazards
8.1 What is the maximum risk of natural ground subsidence? Very Low
9. Mining
9.1 Are there any coal mining areas within 75m of the study site? Yes 9.2 What is the risk of subsidence relating to shallow mining within 150m of the study Moderate site? 9.3 Are there any brine affected areas within 75m of the study site? No
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 5 Using this Report The following report is designed by Environmental Consultants for Environmental Professionals bringing together the most up-to-date market leading environmental data. This report is provided under and subject to the Terms & Conditions agreed between GroundSure and the Client. The document contains the following sections:
1. Environmental Permits, Incidents and Registers Provides information on Regulated Industrial Activities and Pollution Incidents as recorded by Regulatory Authorities, and sites determined as Contaminated Land. This search is conducted using radii up to 500m.
2. Landfills and Other Waste Sites Provides information on landfills and other waste sites that may pose a risk to the study site. This search is conducted using radii up to 1500m.
3. Current Land Uses Provides information on current land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. These searches are conducted using radii of up to 500m. This includes information on potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure underground oil and gas pipelines.
4. Geology Provides information on artificial and superficial deposits and bedrock beneath the study site.
5. Hydrogeology and Hydrology Provides information on productive strata within the bedrock and superficial geological layers, abstraction licenses, Source Protection Zones (SPZs) and river quality. These searches are conducted using radii of up to 2000m.
6. Flooding Provides information on surface water flooding, flood defences, flood storage areas and groundwater flood areas. This search is conducted using radii of up to 250m.
7. Designated Environmentally Sensitive Sites Provides information on the Sites of Special Scientific Interest (SSSI), National Nature Reserves (NNR), Special Areas of Conservation (SAC), Special Protection Areas (SPA), Ramsar sites, Local Nature Reserves (LNR), Areas of Outstanding Natural Beauty (AONB), National Parks (NP), Environmentally Sensitive Areas, Nitrate Sensitive Areas, Nitrate Vulnerable Zones and World Heritage Sites and Scheduled Ancient Woodland. These searches are conducted using radii of up to 2000m.
8. Natural Hazards Provides information on a range of natural hazards that may pose a risk to the study site. These factors include natural ground subsidence.
9. Mining Provides information on areas of coal and shallow mining.
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 6 10. Contacts This section of the report provides contact points for statutory bodies and data providers that may be able to provide further information on issues raised within this report. Alternatively, GroundSure provide a free Technical Helpline (08444 159000) for further information and guidance.
Note: Maps Only certain features are placed on the maps within the report. All features represented on maps found within this search are given an identification number. This number identifies the feature on the mapping and correlates it to the additional information provided below. This identification number precedes all other information and takes the following format -Id: 1, Id: 2, etc. Where numerous features on the same map are in such close proximity that the numbers would obscure each other a letter identifier is used instead to represent the features. (e.g. Three features which overlap may be given the identifier “A” on the map and would be identified separately as features 1A, 3A, 10A on the data tables provided).
Where a feature is reported in the data tables to a distance greater than the map area, it is noted in the data table as “Not Shown”.
All distances given in this report are in Metres (m). Directions are given as compass headings such as N: North, E: East, NE: North East from the nearest point of the study site boundary.
Report Reference: EMS-205144_269919 If you would like any further assistance regarding this report then please contact emapsite on (T) 0118 9736883, (F) 0118 9730002 or email: [email protected] Page 7 1. Environmental Permits, Incidents and Registers Map
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SW S SE ▼ Authorisations,Incidents and Registers Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 8 1.Environmental Permits, Incidents and Registers
1.1 Industrial Sites Holding Licences and/or Authorisations
Searches of information provided by the Environment Agency and Local Authorities reveal the following information:
Records of historic IPC Authorisations within 500m of the study site: 0
Database searched and no data found.
Records of Part A(1) and IPPC Authorised Activities within 500m of the study site: 0
Database searched and no data found.
Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site: 0
Database searched and no data found.
Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site: 0
Database searched and no data found.
Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site: 0
Database searched and no data found.
Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site: 0
Database searched and no data found.
Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site: 2
The following Part A(2) and Part B Activities are represented as points on the Authorisations, Incidents and Registers map:
ID Distance Direction NGR Details 2 395.0 S 447758, Address: Dkh Coachworks, Cossall Ind Estate, Enforcement: No Enforcements 342626 Cossall, DE7 5UD Notified Process: Refinishing of Road Vehicles Date of Enforcement: No Status: Historical Permit Enforcements Notified Permit Type: Part B Comment: No Enforcements Notified 3 443.0 N 447900, Address: Lindley Plant Ltd, Off A610, Enforcement: No Enforcements 343600 Newthorpe, NG16 2SJ Notified Process: Handling and Storage of Coal, Coke Date of Enforcement: No Status: Historical Permit Enforcements Notified Permit Type: Part B Comment: No Enforcements Notified
Report Reference: EMS-205144_269919
Page 9 Records of Category 3 or 4 Radioactive Substance Licences within 500m of the study site: 0
Database searched and no data found.
Records of Licensed Discharge Consents within 500m of the study site: 1
The following Licensed Discharge Consents records are represented as points on the Authorisations, Incidents and Registers map:
ID Distance Direction NGR Details 1 185.0 W 447562, Address: Willow Farm, Willow Farm, Willow Receiving Water: Ditch To River 343050 Farm, Newtons Lane, Cossall, NG16 2SD Erewash Effluent Type: Sewage Discharges - Status: New Consent (wra 91, S88 & Final/treated Effluent - Not Water Company Sched 10 As Amended By Env Act Permit Number: NPSWQD003906 1995) Permit Version: 1 Issue date: 10/9/2008 Effective Date: 10/9/2008 Revocation Date: -
Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site: 0
Database searched and no data found.
1.2 Dangerous or Hazardous Sites
Records of COMAH & NIHHS sites within 500m of the study site: 0
Database searched and no data found.
1.3 Environment Agency Recorded Pollution Incidents
Records of National Incidents Recording System, List 2 within 250m of the study site: 0
Database searched and no data found.
Records of National Incidents Recording System, List 1 within 250m of the study site: 0
Database searched and no data found.
1.4 Sites Determined as Contaminated Land under Part IIA EPA 1990
How many records of sites determined as contaminated land under Section 78R of the Environmental Protection Act 1990 are there within 500m of the study site? 0
Database searched and no data found.
Report Reference: EMS-205144_269919
Page 10 2. Landfill and Other Waste Sites Map
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SW S SE ▼ Landfill & Other Waste Sites Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 11 2. Landfill and Other Waste Sites
2.1 Landfill Sites
Records from Environment Agency landfill data within 1000m of the study site: 0
Database searched and no data found.
Records of operational landfill sites sourced from Landmark within 1000m of the study site: 0
Database searched and no data found.
Records of Environment Agency historic landfill sites within 1500m of the study site: 8
The following landfill records are represented as either points or polygons on the Landfill and Other Waste Sites map:
ID Distance Direction NGR Details 7 0.0 On Site 447800, Site Address: Newtons Lane, Cossall, Licence Issue: 02-Jan-1978 343000 Nottinghamshire Licence Surrendered: 12-Jul-1988 Waste Licence: Yes Licence Hold Address: Allanville, Newtons Site Reference: 5/77/25/44SE Lane, Cossall, Ilkeston, Nottinghamshire Waste Type: Inert, Industrial, Operator: Lee, Sisson and Derbyshire Commercial, Household, Special Ilkeston Limited Regis Reference: - 8B 0.0 On Site 447800, Site Address: Common Farm, Off Penton Licence Issue: 343200 Lane, Cossall, Nottinghamshire Licence Surrendered: Waste Licence: - Licence Hold Address: - Site Reference: - Operator: - Waste Type: - Regis Reference: - 9B 1.0 N 447800, Site Address: Common Farm/Newtons Licence Issue: 28-Sep-1987 343200 Lane, Cossall, Land adjacent to Licence Surrendered: 23-Oct-1992 Nottingham Canal, Newtons Lane, Licence Hold Address: Bridge Farm, Cossall, Nottinghamshire Corsall, Nottinghamshire Waste Licence: Yes Operator: Mr Noon Site Reference: 5/87/184/44SE, 5/U/10/44SE Waste Type: Inert, Industrial, Commercial, Household Regis Reference: - 10 14.0 SW 447600, Site Address: Opencast Coal Site, Licence Issue: 22-May-1991 342800 Adjacent Coronation Road, Cossall Licence Surrendered: 30-Apr-1994 Waste Licence: Yes Licence Hold Address: Mansfield Road, Site Reference: 5/91/232/44SE, Corbriggs, Hasland, Chesterfield 5/91/248/44SE Operator: - Waste Type: Inert, Industrial Regis Reference: - 11 143.0 NW 447600, Site Address: Land adjacent to Newtons Licence Issue: 28-Sep-1987 343300 Lane, Cossall and Nottingham Canal, Licence Surrendered: Nottinghamshire Licence Hold Address: Bridge Farm, Waste Licence: Yes Corsall, Nottinghamshire Site Reference: 5/87/184/44SE Operator: - Waste Type: Industrial Regis Reference: - 12 177.0 W 447400, Site Address: Opencast Coal Site, Licence Issue: 22-May-1991 343000 Adjacent Coronation Road, Cossall Licence Surrendered: 30-Apr-1994 Waste Licence: Yes Licence Hold Address: Mansfield Road, Site Reference: 5/91/232/44SE Corbriggs, Hasland, Chesterfield Waste Type: Inert, Industrial Operator: - Regis Reference: - Not 1324.0 N 448300, Site Address: Rear Barlow's Cottages, Licence Issue: shown 344400 Awsworth, Nottinghamshire Licence Surrendered: Waste Licence: - Licence Hold Address: - Site Reference: - Operator: J F Hayeshill Waste Type: - Regis Reference: -
Report Reference: EMS-205144_269919
Page 12 Not 1411.0 N 447400, Site Address: Shilo OCCS, Newton Lane, Licence Issue: shown 344800 Cossall, Nottingham, Nottinghamshire Licence Surrendered: Waste Licence: - Licence Hold Address: - Site Reference: - Operator: R McGregor and Sons Limited Waste Type: Liquid sludge Regis Reference: -
Records of non-operational landfill sites sourced from Landmark within 1000m of the study site: 4
The following landfill records are represented as points on the Landfill and Other Waste Sites map:
ID Distance Direction NGR Details 1A 36.0 N 447800, Site Address: Newtons Lane, Cossall, Record Date: 01-Jan-1978 343200 NOTTINGHAM, Nottinghamshire, Transfer Date: Landfill Licence: 33CABEAL Modification Date: 01-Jun-1978 Agency Reference: Status: Licence Waste Type: Difficult lapsed/cancelled/defunct/not Waste Description: Difficult Landfill applicable/surrendered Known Restrictions: No known restriction Category: LANDFILL on source of waste Regulator: EA - Midlands Region - Lower Trent Area (Nottingham) Size: Medium (< 75,000 tonnes/year) 2 202.0 NW 447600, Site Address: adj.Newtons Record Date: 01-Sep-1987 343300 Lane/Nottingham Canal, Cossall, Transfer Date: NOTTINGHAM, Nottinghamshire Modification Date: Landfill Licence: 33CAFKAL Status: Licence Agency Reference: lapsed/cancelled/defunct/not Waste Type: Inert applicable/surrendered Waste Description: Inert Landfill Category: LANDFILL Known Restrictions: No known restriction Regulator: EA - Midlands Region - Lower on source of waste Trent Area (Nottingham) Size: Medium (< 75,000 tonnes/year) 3 293.0 SW 447500, Site Address: Opencast Coal Site, Record Date: 01-May-1991 342900 Coronation Road, Cossall, NOTTINGHAM, Transfer Date: Nottinghamshire Modification Date: 01-Feb-1993 Landfill Licence: 33CAHTAL Status: Licence Agency Reference: lapsed/cancelled/defunct/not Waste Type: Difficult applicable/surrendered Waste Description: Difficult Landfill Category: LANDFILL Known Restrictions: No known restriction Regulator: EA - Midlands Region - Lower on source of waste Trent Area (Nottingham) Size: Very Large (>250,000 tonnes/year) 4 356.0 SW 447500, Site Address: Coronation Road, Open Record Date: 01-Feb-1988 342800 Cast Site, Cossall, NOTTINGHAM, Transfer Date: Nottinghamshire Modification Date: Landfill Licence: 33CAFFAL Status: Licence Agency Reference: lapsed/cancelled/defunct/not Waste Type: Inert applicable/surrendered Waste Description: Inert Landfill Category: LANDFILL Known Restrictions: No known restriction Regulator: EA - Midlands Region - Lower on source of waste Trent Area (Nottingham) Size: Very Large (>250,000 tonnes/year)
Records of BGS/DoE non-operational landfill sites within 1500m of the study site: 2
The following landfill records are represented as points on the Landfill and Other Waste Sites map:
ID Distance Direction NGR Details 5A 36.0 N 447800. Address: Common Farm, off Penton Risk: Risk to minor aquifer 0,34320 Lane, Cossall, Notts Waste Type: N/A 0.0 BGS Number: 1260.0 Not 1418.0 N 448300. Address: Roan & Barlow's Cottages, Risk: No risk to aquifer shown 0,34450 Awsworth, Notts Waste Type: N/A 0.0 BGS Number: 1733.0
Records of Local Authority landfill sites within 1500m of the study site: 5
Report Reference: EMS-205144_269919
Page 13 The following landfill records are represented as points or polygons on the Landfill and Other Waste Sites map:
ID Distance Direction Site Address Source Data Type 24B 0.0 On Site Refuse Tip 1981 mapping Polygon Not shown 1012.0 S Refuse Tip 1972 mapping Polygon Not shown 1012.0 S Refuse Tip 1972 mapping Polygon Not shown 1037.0 S Refuse Tip 1971 mapping Polygon Not shown 1067.0 S Refuse Tip 1971 mapping Polygon
2.2 Other Waste Sites
Records of operational waste treatment, transfer or disposal sites within 500m of the study site: 0
Database searched and no data found.
Records of non-operational waste treatment, transfer or disposal sites within 500m of the study site: 0
Database searched and no data found.
Records of Environment Agency licensed waste sites within 1500m of the study site: 9
The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:
ID Distance Direction NGR Details 15 0.0 On Site 447751, Site Address: Shilo Park, Shilo Way, Issue Date: 11/02/2009 343144 Cossall, Nottinghamshire, N16 2TR Effective Date: - Type: Household, Commercial & Modified: - Industrial Waste T Stn Surrendered Date: - Size: >= 25000 tonnes < 75000 tonnes Expiry Date: - Regis Licence Number: LSD001 Cancelled Date: - EPR reference: EA/EPR/DP3197LD/A001 Status: Issued Operator: Lee Sisson & Derbyshire ( L S Site Name: Shilo Park Waste Transfer D) Skips Ltd Station Waste Management licence No: 100724 Correspondence Address: -, - Annual Tonnage: 75000.0 16 579.0 SW 447439, Site Address: Station Street, Ilkeston, Issue Date: 13/09/2010 342565 Derby, Derbyshire, DE7 5TE Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Regis Licence Number: HAY002 Expiry Date: - EPR reference: EA/EPR/KP3897EH/A001 Cancelled Date: - Operator: Haywood Stuart Status: Issued Waste Management licence No: 43635 Site Name: Ilkeston Puegeot Breakers Annual Tonnage: 2499.0 Correspondence Address: -, - Not 775.0 W 446962, Site Address: 103a, Awsworth Road, Issue Date: 25/10/2004 shown 343144 Ilkeston, Derbyshire, DE7 8JP Effective Date: - Type: ELV Facility Modified: 15/12/2011 Size: < 25000 tonnes Surrendered Date: - Regis Licence Number: SAL006 Expiry Date: - EPR reference: EA/EPR/ZP3590CL/S003 Cancelled Date: - Operator: Salvogroup Ltd Status: Modified Waste Management licence No: 43602 Site Name: Salvogroup Ltd Annual Tonnage: 2499.0 Correspondence Address: -, - Not 775.0 W 446962, Site Address: 103a, Awsworth Road, Issue Date: 25/10/2004 shown 343144 Ilkeston, Derbyshire, DE7 8JP Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Regis Licence Number: SAL006 Expiry Date: - EPR reference: - Cancelled Date: - Operator: Salvogroup Limited Status: Issued Waste Management licence No: 43602 Site Name: Salvogroup Limited Annual Tonnage: 2499.0 Correspondence Address: -, 103a, Awsworth Road, Ilkeston, Nottinghamshire, DE7 8JP
Report Reference: EMS-205144_269919
Page 14 Not 950.0 S 447477, Site Address: Land/premises At, Digby Issue Date: 16/03/2010 shown 342133 Street, Ilkeston, Derbyshire, DE7 5TS Effective Date: - Type: Material Recycling Treatment Modified: - Facility Surrendered Date: - Size: < 25000 tonnes Expiry Date: - Regis Licence Number: AMC010 Cancelled Date: - EPR reference: EA/EPR/EP3994EP/A001 Status: Issued Operator: Amcor Flexibles U K Ltd Site Name: Amcor Flexibles Extrusion Waste Management licence No: 101227 Correspondence Address: -, - Annual Tonnage: 24999.0 Not 1080.0 SW 446795, Site Address: Belfield Street, Ilkeston, Issue Date: 01/03/1996 shown 342548 Derbyshire, DE7 8DU Effective Date: - Type: Metal Recycling Site (mixed Modified: - MRS's) Surrendered Date: - Size: >= 75000 tonnes Expiry Date: - Regis Licence Number: ZIN001 Cancelled Date: - EPR reference: - Status: Issued Operator: Zinda Ltd Site Name: Zinda Waste Management licence No: 43400 Correspondence Address: -, Belfield Annual Tonnage: 0.0 Street, Ilkeston, Derbyshire, DE7 8DU Not 1080.0 SW 446795, Site Address: Land/premises At, Belfield Issue Date: 01/03/1996 shown 342548 Street, Ilkeston, Derbyshire, DE7 8DU Effective Date: - Type: Metal Recycling Site (mixed Modified: - MRS's) Surrendered Date: - Size: < 25000 tonnes Expiry Date: - Regis Licence Number: ZIN001 Cancelled Date: - EPR reference: EA/EPR/YP3493CX/A001 Status: Issued Operator: Zinda Ltd Site Name: Zinda Waste Management licence No: 43400 Correspondence Address: -, - Annual Tonnage: 75000.0 Not 1206.0 SW 446650, Site Address: Abbey Street, Ilkeston, Issue Date: 28/01/2005 shown 342557 Derbyshire, DE7 8DG Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Regis Licence Number: CAR005 Expiry Date: - EPR reference: - Cancelled Date: - Operator: Cargo Salvage Limited Status: Issued Waste Management licence No: 43670 Site Name: Cargo Salvage Limited Annual Tonnage: 0.0 Correspondence Address: -, Abbey Street, Ilkeston, Derby, Derbyshire, DE7 8DN Not 1206.0 SW 446650, Site Address: Land/premises At, Abbey Issue Date: 28/01/2005 shown 342557 Street, Ilkeston, Derbyshire, DE7 8DG Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Regis Licence Number: CAR005 Expiry Date: - EPR reference: EA/EPR/WP3190CV/A001 Cancelled Date: - Operator: Cargo Salvage Ltd Status: Issued Waste Management licence No: 43670 Site Name: Cargo Salvage Ltd Annual Tonnage: 2499.0 Correspondence Address: -, -
Report Reference: EMS-205144_269919
Page 15 3. Current Land Use Map
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SW S SE ▼ Current Land Use Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 16 3. Current Land Uses
3.1 Current Industrial Data
Records of potentially contaminative industrial sites within 250m of the study site: 3
The following records are represented as points on the Current Land Uses map.
ID Distance Direction Company Address Activity Category 1 0.0 On Site L S D Skips Ltd Shilo Way, Cossall, Nottingham, Construction Hire Services NG16 2TR and Tool Hire 2 0.0 On Site Depot NG16 Container and Transport, Storage Storage and Delivery 3 222.0 SE Pipelines NG16 Pipelines Industrial Features
3.2 Petrol and Fuel Sites
Records of petrol or fuel sites within 500m of the study site: 0
Database searched and no data found.
3.3 Underground High Pressure Oil and Gas Pipelines
Records of high pressure underground pipelines within 500m of the study site: 0
Database searched and no data found.
Report Reference: EMS-205144_269919
Page 17 4. Geology
4.1 Artificial Ground and Made Ground
Database searched and no data found.
The database has been searched on site, including a 50m buffer.
4.2 Superficial Ground and Drift Geology
Database searched and no data found. The database has been searched on site, including a 50m buffer.
4.3 Bedrock and Solid Geology
The database has been searched on site, including a 50m buffer.
LEX Code Description Rock Type PLCM-SDST PENNINE LOWER COAL MEASURES SANDSTONE FORMATION PLCM-MDSS PENNINE LOWER COAL MEASURES MUDSTONE, SILTSTONE AND FORMATION SANDSTONE (Derived from the BGS 1:50,000 Digital Geological Map of Great Britain)
For more detailed geological and ground stability data please refer to the “GroundSure GeoInsight”. Available from our website.
Report Reference: EMS-205144_269919
Page 18 5a. Hydrogeology - Aquifer Within Superficial Geology
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SW S SE ▲ Aquifer Within Superficial Geology Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 19 5b. Hydrogeology - Aquifer Within Bedrock Geology and Abstraction Licenses
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SW S SE ▲ Aquifer Within Bedrock Geology Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 20 5c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licenses
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SW S SE ▲ SPZ and Potable Water Abstraction Licenses © Crown copyright and database rights 2013. Ordnance Survey Legend license 100035207.
Report Reference: EMS-205144_269919
Page 21 5d. Hydrology – Detailed River Network and River Quality
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SW S SE ▲ Hydrology Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 22 5.Hydrogeology and Hydrology
5.1 Aquifer within Superficial Deposits
Are there records of productive strata within the superficial geology at or in proximity to the property? Yes
From 1 April 2010, the Environment Agency's Groundwater Protection Policy has been using aquifer designations consistent with the Water Framework Directive. For further details on the designation and interpretation of this information, please refer to the GroundSure Enviroinsight User Guide.
The following aquifer records are shown on the Aquifer within Superficial Geology Map (5a):
ID Distance [m] Direction Designation Description 1 204.0 SE Secondary A Permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers 2 498.0 E Secondary A Permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers
5.2 Aquifer within Bedrock Deposits
Are there records of productive strata within the bedrock geology at or in proximity to the property? Yes
From 1 April 2010, the Environment Agency's Groundwater Protection Policy has been using aquifer designations consistent with the Water Framework Directive. For further details on the designation and interpretation of this information, please refer to the GroundSure Enviroinsight User Guide.
The following aquifer records are shown on the Aquifer within Bedrock Geology Map (5b):
ID Distance [m] Direction Designation Description 1 0.0 On Site Secondary A Permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers
5.3 Groundwater Abstraction Licences
Are there any Groundwater Abstraction Licences within 2000m of the study site? No
Database searched and no data found.
5.4 Surface Water Abstraction Licences
Are there any Surface Water Abstraction Licences within 2000m of the study site? Yes
The following Surface Water Abstraction Licences records are represented as points, lines and regions on the Aquifer within Bedrock Geology Map (5b):
Report Reference: EMS-205144_269919
Page 23 ID Distance Direction NGR Details Not 1032.0 NW 447060, Licence No: 03/28/61/0062 Annual Volume (m³): - shown 343930 Details: General Washing/Process Max Daily Volume (m³): - Washing Application No: - Direct Source: Surface Water Midlands Original Start Date: 17/10/1984 Region Expiry Date: - Point: Bennerley Coal Disposal Point - Issue No: 100 River Erewash Version Start Date: 31/12/1994 Data Type: Point Version End Date: Not 1032.0 NW 447060, Licence No: 03/28/61/0062 Annual Volume (m³): - shown 343930 Details: Dust suppression Max Daily Volume (m³): - Direct Source: Surface Water Midlands Application No: - Region Original Start Date: 17/10/1984 Point: Bennerley Coal Disposal Point - Expiry Date: - River Erewash Issue No: 100 Data Type: Point Version Start Date: 31/12/1994 Version End Date: Not 1307.0 S 447730, Licence No: 03/28/61/0064 Annual Volume (m³): 18200 shown 341710 Details: Make-Up Or Top Up Water Max Daily Volume (m³): 1300 Direct Source: Surface Water Midlands Application No: - Region Original Start Date: 15/4/1993 Point: Nottingham Canal / River Erewash Expiry Date: - Data Type: Point Issue No: 100 Version Start Date: 1/4/2008 Version End Date:
5.5 Potable Water Abstraction Licences
Are there any Potable Water Abstraction Licences within 2000m of the study site? No
Database searched and no data found.
5.6 Source Protection Zones
Are there any Source Protection Zones within 500m of the study site? No
Database searched and no data found.
5.7 River Quality
Is there any Environment Agency information on river quality within 1500m of the study site? Yes
Biological Quality:
Biological Quality data describes water quality in terms of 83 groups of macroinvertebrates, some of which are pollution sensitive. The results are graded from A ('Very Good') to F ('Bad').
The following Biological Quality records are shown on the Hydrology Map (5d):
Biological Quality Grade ID Distance [m] Direction NGR River Details 2005 2006 2007 2008 2009 Not 711.0 SW 447330, River Name: Erewash D D DDD shown 342480 Reach: A6096 Ilkeston To D/s Of Ilkeston Stw End/Start of Stretch: Start of Stretch NGR
Report Reference: EMS-205144_269919
Page 24 Not 711.0 SW 447330, River Name: Erewash C D DDD shown 342480 Reach: Shipley Gate To A6096 Ilkeston End/Start of Stretch: End of Stretch NGR
Chemical Quality:
Chemical quality data is based on the General Quality Assessment Headline Indicators scheme (GQAHI). In England, each chemical sample is measured for ammonia and dissolved oxygen. In Wales, the samples are measured for biological oxygen demand (BOD), ammonia and dissolved oxygen. The results are graded from A ('Very Good') to F ('Bad').
The following Chemical Quality records are shown on the Hydrology Map (5d):
Chemical Quality Grade (Headline Indicator) ID Distance [m] Direction NGR River Details 2005 2006 2007 2008 2009 Not 711.0 SW 447330, River Name: Erewash R C C CCC shown 342480 Reach: Shipley Gate To A6096 Ilkeston End/Start of Stretch: End of Stretch NGR Not 729.0 SW 447331, River Name: Erewash R C C CCC shown 342457 Reach: Shipley Gate To A6096 Ilkeston End/Start of Stretch: Sample Point NGR Not 1254.0 NW 447050, River Name: Gilt Bk D D DDD shown 344200 Reach: Newthorpe Stw To Conf R Erewash End/Start of Stretch: End of Stretch NGR Not 1432.0 N 447677, River Name: Gilt Bk D D DDD shown 344591 Reach: Newthorpe Stw To Conf R Erewash End/Start of Stretch: Sample Point NGR Not 1491.0 N 447813, River Name: Gilt Bk B A AAB shown 344655 Reach: Fb At Gilt Brook To Newthorpe Stw Of End/Start of Stretch: Sample Point NGR
5.8 Detailed River Network
Are there any Detailed River Network entries within 500m of the study site? Yes
The following Detailed River Network records are represented on the Hydrology Map (5d):
ID Distance Direction Details 1 11.0 SW River Name: Nottingham Canal (disused) River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 2 144.0 SE River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 3 249.0 SE River Name: - River Type: Extended Culvert (greater than 50m) Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 4 254.0 SE River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 5 283.0 SE River Name: - River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined
Report Reference: EMS-205144_269919
Page 25 6 283.0 SE River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 7 294.0 SE River Name: - River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 8 317.0 SE River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 9 370.0 NW River Name: River Erewash River Type: Primary River Water Course Name: RIVER EREWASH Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 10 401.0 E River Name: - River Type: Extended Culvert (greater than 50m) Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 11 452.0 E River Name: - River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 12A 458.0 N River Name: - River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 13A 466.0 N River Name: - River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 14 466.0 N River Name: Drain River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: YES Alternative Name: - Main River Status: Currently Undefined 15 466.0 N River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 16 469.0 N River Name: Nottingham Canal (disused) River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined 17 476.0 SW River Name: - River Type: Secondary River Water Course Name: - Catchment: - Welsh River Name: - Drain: NO Alternative Name: - Main River Status: Currently Undefined
5.9 Surface Water Features
Are there any surface water features within 250m of the study site? Yes
The following surface water records are not represented on mapping:
Distance to Surface Water (m) on-site 0-50 51-250 Surface water features within 250m of the study site No Yes Yes
Report Reference: EMS-205144_269919
Page 26 6. Environment Agency Flood Map
NW ▲ NE N
◄W E►
S SW SE ▼
Environment Agency Flood Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.
Report Reference: EMS-205144_269919
Page 27 6. Flooding
6.1 Zone 2 Flooding
Zone 2 floodplain estimates the annual probability of flooding as one in one thousand (0.1%) or greater from rivers and the sea but less than 1% from rivers or 0.5% from the sea. Alternatively, where information is available they may show the highest known flood level.
Is the site within 250m of an Environment Agency indicative Zone 2 floodplain? Yes
The following floodplain records are represented as green shading on the Flood Map:
ID Distance Direction Update Type 1 164.0 S 13-Mar-2013 Zone 2 - (Fluvial Models )
2 237.0 NW 13-Mar-2013 Zone 2 - (Fluvial Models )
6.2 Zone 3 Flooding
Zone 3 estimates the annual probability of flooding as one in one hundred (1%) or greater from rivers and a one in two hundred (0.5%) or greater from the sea. Alternatively, where information is available they may show the highest known flood level.
Is the site within 250m of an Environment Agency indicative Zone 3 floodplain? Yes
The following floodplain records are represented as blue shading on the Flood Map:
ID Distance Direction Update Type 16 165.0 S 13-Mar-2013 Zone 3 - (Fluvial Models )
6.3 Flood Defences
Are there any Flood Defences within 250m of the study site? No
6.4 Areas benefiting from Flood Defences
Are there any areas benefiting from Flood Defences within 250m of the study site? No
6.5 Areas used for Flood Storage
Are there any areas used for Flood Storage within 250m of the study site? No
6.6 Groundwater Flooding Susceptibility Areas
Report Reference: EMS-205144_269919
Page 28 Are there any British Geological Survey groundwater flooding susceptibility flood areas within 50m of the boundary of the study site? Yes
What is the highest susceptibility to groundwater flooding in the search area based on the underlying geological conditions? Very Low
6.7 Groundwater Flooding Confidence Areas
What is the British Geological Survey confidence rating in this result? Low
Notes:
Groundwater flooding is defined as the emergence of groundwater at the ground surface or the rising of groundwater into man-made ground under conditions where the normal range of groundwater levels is exceeded.
The confidence rating is on a threefold scale - Low, Moderate and High. This provides a relative indication of the BGS confidence in the accuracy of the susceptibility result for groundwater flooding. This is based on the amount and precision of the information used in the assessment. In areas with a relatively lower level of confidence the susceptibility result should be treated with more caution. In other areas with higher levels of confidence the susceptibility result can be used with more confidence.
Report Reference: EMS-205144_269919
Page 29 7.Designated Environmentally Sensitive Sites Map
▲ NW NE N
◄W E►
S SW SE ▼
Designated Environmentally Sensitive © Crown copyright and database rights 2013. Ordnance Survey Sites Legend license 100035207.
Report Reference: EMS-205144_269919
Page 30 7.Designated Environmentally Sensitive Sites
Presence of Designated Environmentally Sensitive Sites within 2000m of the study site? Yes
Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site: 1
The following Site of Special Scientific Interest (SSSI) records provided by Natural England/Countryside Council for Wales and Scottish Natural Heritage are represented as polygons on the Designated Environmentally Sensitive Sites Map:
ID Distance Direction SSSI Name Data Source 1 1511.0 SE Robbinetts Natural England
Records of National Nature Reserves (NNR) within 2000m of the study site: 0
Database searched and no data found.
Records of Special Areas of Conservation (SAC) within 2000m of the study site: 0
Database searched and no data found.
Records of Special Protection Areas (SPA) within 2000m of the study site: 0
Database searched and no data found.
Records of Ramsar sites within 2000m of the study site: 0
Database searched and no data found.
Records of Local Nature Reserves (LNR) within 2000m of the study site: 4
The following Local Nature Reserve (LNR) records provided by Natural England/Countryside Council for Wales and Scottish Natural Heritage are represented as polygons on the Designated Environmentally Sensitive Sites Map:
ID Distance Direction LNR Name Data Source 2 5.0 SW Nottingham Canal Natural England 3 238.0 SE Nottingham Canal Natural England 4 273.0 NW Nottingham Canal Natural England 5 349.0 S Nottingham Canal Natural England
Records of World Heritage Sites within 2000m of the study site: 0
Database searched and no data found.
Records of Environmentally Sensitive Areas within 2000m of the study site: 0
Database searched and no data found.
Report Reference: EMS-205144_269919
Page 31 Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site: 0
Database searched and no data found.
Records of National Parks (NP) within 2000m of the study site: 0
Database searched and no data found.
Records of Nitrate Sensitive Areas within 2000m of the study site: 0
Database searched and no data found.
Records of Nitrate Vulnerable Zones within 2000m of the study site: 1
The following Nitrate Vulnerable Zone records produced by DEFRA are represented as polygons on the Designated Environmentally Sensitive Sites Map:
ID Distance Direction NVZ Type Data Source 6 0.0 On Site NVZ Area DEFRA
Records of Ancient Woodland within 2000m of the study site: 0
Database searched and no data found.
Report Reference: EMS-205144_269919
Page 32 8. Natural Hazards Findings
8.1 Detailed BGS GeoSure Data
BGS GeoSure Data has been searched to 50m. The data is included in tabular format. If you require further information on geology and ground stability, please obtain a GroundSure GeoInsight, available from our website. The following information has been found:
8.1.1 Shrink Swell
What is the maximum Shrink-Swell* hazard rating identified on the study site? Very Low
The following natural subsidence information provided by the British Geological Survey is not represented on mapping:
Hazard Ground conditions predominantly low plasticity. No special actions required to avoid problems due to shrink-swell clays. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with shrink-swell clays.
8.1.2 Landslides
What is the maximum Landslide* hazard rating identified on the study site? Very Low
The following natural subsidence information provided by the British Geological Survey is not represented on mapping:
Hazard Slope instability problems are unlikely to be present. No special actions required to avoid problems due to landslides. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with landslides.
8.1.3 Soluble Rocks
What is the maximum Soluble Rocks* hazard rating identified on the study site? Null - Negligible
Soluble rocks are not present in the search area. No special actions required to avoid problems due to soluble rocks. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with soluble rocks.
8.1.4 Compressible Ground
What is the maximum Compressible Ground* hazard rating identified on the study site? Negligible
The following natural subsidence information provided by the British Geological Survey is not represented on mapping:
Hazard No indicators for compressible deposits identified. No special actions required to avoid problems due to compressible deposits. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with compressible deposits.
Report Reference: EMS-205144_269919
Page 33 8.1.5 Collapsible Rocks
What is the maximum Collapsible Rocks* hazard rating identified on the study site? Very Low
The following natural subsidence information provided by the British Geological Survey is not represented on mapping:
Hazard Deposits with potential to collapse when loaded and saturated are unlikely to be present. No special ground investigation required or increased construction costs or increased financial risk due to potential problems with collapsible deposits.
8.1.6Running Sand
What is the maximum Running Sand* hazard rating identified on the study site? Negligible
The following natural subsidence information provided by the British Geological Survey is not represented on mapping:
Hazard No indicators for running sand identified. No special actions required to avoid problems due to running sand. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with running sand.
* This indicates an automatically generated 50m buffer and site.
Report Reference: EMS-205144_269919
Page 34 9.Mining
9.1 Coal Mining
Are there any coal mining areas within 75m of the study site? Yes
The following coal mining information provided by the Coal Authority is not represented on Mapping:
Distance Direction Details 0.0 On Site The study site is located within the specified search distance of an identified mining area. Further details concerning this can be obtained from the Coal Authority Helpline on 0845 762 6848.
9.2 Shallow Mining
What is the subsidence hazard relating to shallow mining on-site*? Moderate
*Please note this data is searched with a 150m buffer.
9.3 Brine Affected Areas
Are there any brine affected areas within 75m of the study site? No
Guidance: No Guidance Required.
Report Reference: EMS-205144_269919
Page 35 10.Contacts
EmapSite Telephone: 0118 9736883 [email protected]
British Geological Survey (England & Wales) Kingsley Dunham Centre Keyworth, Nottingham NG12 5GG Tel: 0115 936 3143. Fax: 0115 936 3276. Email: [email protected] Web: www.bgs.ac.uk BGS Geological Hazards Reports and general geological enquiries Environment Agency National Customer Contact Centre PO Box 544 Rotherham S60 1BY Tel: 08708 506 506 Web: www.environment-agency.gov.uk Email: [email protected] Health Protection Agency Chilton, Didcot, Oxon, OX11 0RQ Tel: 01235 822622 www.hpa.org.uk/radiation Radon measures and general radon information and guidance
The Coal Authority 200 Lichfield Lane, Mansfield, Notts NG18 4RG Tel: 0845 762 6848 DX 716176 Mansfield 5 Web: www.groundstability.com
Ordnance Survey Romsey Road Southampton SO16 4GU Tel: 08456 050505 Local Authority Authority: Broxtowe Borough Council Phone: 0115 917 7777 Web: www.broxtowe.gov.uk Address: Town Hall, Foster Avenue, Beeston, Nottinghamshire, NG9 1AB Get Mapping PLC Virginia Villas, High Street, Hartley Witney, Hampshire RG27 8NW Tel: 01252 845444 Acknowledgements This product includes map data licensed from Landmark Information Group Limited®. © Crown Copyright 2003 and Landmark Information Group Limited® 2003. All Rights Reserved.
Site of Special Scientific Interest, National Nature Reserve, Ramsar Site, Special Protection Area, Special Area of Conservation data is provided by, and used with the permission of, English Nature who retain the Copyright and Intellectual Property Rights for the data.
PointX © Database Right/Copyright, Thomson Directories Limited © Copyright Link Interchange Network Limited © Database Right/Copyright and Ordnance Survey © Crown Copyright and/or Database Right. All Rights Reserved. Licence Number [03421028]. This report has been prepared in accordance with the GroundSure Ltd standard Terms and Conditions of business for work of this nature.
Report Reference: EMS-205144_269919
Page 36 Standard Terms and Conditions 1 Definitions In these conditions unless the context otherwise requires: “Beneficiary” means the Client or the customer of the Client for whom the Client has procured the Services. “Commercial” means any building which is not Residential. “Commission" means an order for Consultancy Services submitted by a Client. “Consultancy Services” mean consultancy services provided by GroundSure including, without limitation, carrying out interpretation of third party and in-house environmental data, provision of environmental consultancy advice, undertaking environmental audits and assessments, Site investigation, Site monitoring and related items. “Contract” means the contract between GroundSure and the Client for the performance of the Services which arises upon GroundSure's acceptance of an Order or Commission and which shall incorporate these conditions, the relevant GroundSure User Guide, proposal by GroundSure and the content of any subsequent report, and any agreed amendments in accordance with clause 11. “Client” means the party that submits an Order or Commission. “Data Provider” means any third party providing Third Party Content to GroundSure. “Data Report” means reports comprising factual data with no professional interpretation in respect of the level of likely risk and/or liability available from GroundSure. “GroundSure” means GroundSure Limited, a company registered in England and Wales under number 03421028 and whose registered office is at GroundSure Ltd, c/o Top Right Group Limited, The Prow, 1 Wilder Walk, London W1B 5AP, United Kingdom. “GroundSure Materials” means all materials prepared by GroundSure as a result of the provision of the Services, including but not limited to Data Reports, Mapping and Risk Screening Reports. “Intellectual Property” means any patent, copyright, design rights, service marks, moral rights, data protection rights, know-how, trade mark or any other intellectual property rights. “Mapping” an historical map or a combination of historical maps of various ages, time periods and scales available from GroundSure. “Order” means an order form submitted by the Client requiring Services from GroundSure in respect of a specified Site. “Order Website” means online platform via which Orders may be placed. “Report” means a Risk Screening Report or Data Report for commercial or residential property available from GroundSure relating to the Site prepared in accordance with the specifications set out in the relevant User Guide. “Residential” means any building used as or suitable for use as an individual dwelling. “Risk Screening Report” means one of GroundSure’s risk screening reports, comprising factual data with interpretation in respect of the level of likely risk and/or liability, excluding “Consultancy Services”. “Services” means the provision of any Report, Mapping or Consultancy Services which GroundSure has agreed to carry out for the Client/Beneficiary on these terms and conditions in respect of the Site. "Site" means the landsite in respect of which GroundSure provides the Services. “Third Party Content” means any data, database or other information contained in a Report or Mapping which is provided to GroundSure by a Data Provider. "User Guide" means the relevant current version of the user guide, available upon request from GroundSure.
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3 The Client’s obligations 3.1 The Client shall ensure the Beneficiary complies with and is bound by the terms and conditions set out in the Contract and shall provide that Groundsure may in its own right enforce such terms and conditions against the Beneficiary pursuant to the Contracts (Rights of Third parties) Act 1999. The Client shall be liable for all breaches of the Contract by the Beneficiary as if they were breaches by the Client. The Client shall be solely responsible for ensuring that the Report/Mapping ordered is appropriate and suitable for the Beneficiary’s needs. 3.2 The Client shall (or shall procure that the Beneficiary shall) supply to GroundSure as soon as practicable and without charge all information necessary and accurate relevant data including any specific and/or unusual environmental information relating to the Site known to the Client/Beneficiary which may pertain to the Services and shall give such assistance as GroundSure shall reasonably require in the performance of the Services (including, without limitation, access to a Site, facilities and equipment as agreed in the Contract). 3.3 Where Client/Beneficiary approval or decision is required, such approval or decision shall be given or procured in reasonable time as not to delay or disrupt the performance of any other part of the Services. 3.4 The Client shall not and shall not knowingly permit the Beneficiary to, save as expressly permitted by these terms and conditions, re-sell, alter, add to, amend or use out of context the content of any Report, Mapping or, in respect of any Services, information given by GroundSure. For the avoidance of doubt, the Client and Beneficiary may make the Report, Mapping or GroundSure’s findings available to a third party who is considering acquiring the whole or part of the Site, or providing funding in relation to the Site, but such third party cannot rely on the same unless expressly permitted under clause 4. 3.5 The Client is responsible for maintaining the confidentiality of its user name and password if using GroundSure’s internet ordering service and accepts responsibility for all activity that occurs under such account and password.
4 Reliance 4.1 Upon full payment of all relevant fees and subject to the provisions of these terms and conditions, the Client and Beneficiary are granted an irrevocable royalty-free licence to access the information contained in a Report, Mapping or in a report prepared by GroundSure in respect of or arising out of Consultancy Services. The Services may only be used for the benefit of the Client and those persons listed in clauses 4.2 and 4.3. 4.2 In relation to Data Reports, Mapping and Risk Screening Reports, the Client shall be entitled to make Reports available to (i) the Beneficiary, (ii) the Beneficiary's professional advisers, (iii) any person providing funding to the Beneficiary in relation to the Site (whether directly or as part of a lending syndicate), (iv) the first purchaser or first tenant of the Site (v) the professional advisers and lenders of the first purchaser or tenant of the Site. Accordingly GroundSure shall have the same duties and obligations to those persons in respect of the Services as it has to the Client and those persons shall have the benefit of any of the Client's rights under the Contract as if those persons were parties to the Contract. For the avoidance of doubt, the limitations of GroundSure's liability as set out in clauses 7 and 11.6 shall apply. 4.3 In relation to Consultancy Services, reliance shall be limited to the Client, Beneficiary and named parties on the Report. 4.4 Save as set out in clauses 4.2 and 4.3 and unless otherwise agreed in writing with GroundSure, any other party considering the information supplied by GroundSure as part of the Services, including (but not limited to) insurance underwriters, does so at their own risk and GroundSure has no legal obligations to such party unless otherwise agreed in writing. 4.5 The Client shall not and shall not knowingly permit any person (including the Beneficiary) who is provided with a copy of any Report, (except as permitted herein or by separate agreement with GroundSure) to,: (a) remove, suppress or modify any trade mark, copyright or other proprietary marking from the Report or Mapping; (b) create any product which is derived directly or indirectly from the data contained in the Report or Mapping; (c) combine the Report or Mapping with, or incorporate the Report or Mapping into any other information data or service; or (d) re-format or otherwise change (whether by modification, addition or enhancement) data or images contained in the Report or Mapping. 4.6 Notwithstanding clause 4.5, if the Client acts in a professional capacity, it may make reasonable use of a Report and/or findings made as a result of Consultancy Services to advise Beneficiaries. However, GroundSure shall have no liability in respect of any opinion or report given to such Beneficiaries by the Client or a third party.
5 Fees and Disbursements 5.1 GroundSure shall charge the Client fees at the rate and frequency specified in the Contract together, in the case of Consultancy Services, with all proper disbursements incurred by GroundSure in performing the Services. For the avoidance of doubt, the fees payable for the Services are as set out in GroundSure's written proposal, Order Website or Order acknowledgement form. The Client shall in addition pay all value added tax or other tax payable on such fees and disbursements in relation to the provision of the Services. 5.2 Unless GroundSure requires prepayment, the Client shall promptly pay all fees disbursements and other monies due to GroundSure in full without deduction, counterclaim or set off together with such value added tax or other tax as may be required within 30 days from the date of GroundSure’s invoice or such other period as may be agreed in writing between GroundSure and the Client ("Payment Date"). GroundSure reserves the right to charge interest which shall accrue on a daily basis from 30 days after the date of Payment Date until the date of payment (whether before or after judgment) at the rate of five per cent per annum above the Bank of England base rate from time to time. 5.3 In the event that the Client disputes the amount payable in respect of GroundSure’s invoice it shall notify GroundSure no later than 28 days after the date thereof that it is in dispute. In default of such notification the Client shall be deemed to have agreed the amount thereof. As soon as reasonably practicable following receipt of a notification in respect of any disputed invoice, a member of the management team at GroundSure shall contact the Client and the parties shall use all reasonable endeavours to resolve the dispute.
6 Intellectual Property and Confidentiality 6.1 Subject to the provisions of clause 4.1, the Client and the Beneficiary hereby acknowledge that all Intellectual Property in the Services and Content are and shall remain owned by either GroundSure or the Data Providers and nothing in these terms purports to transfer or assign any rights to the Client or the Beneficiary in respect of the Intellectual Property. 6.2 The Client shall acknowledge the ownership of the Third Party Content where such Third Party Content is incorporated or used in the Client's own documents, reports, systems or services whether or not these are supplied to a third party. 6.3 Data Providers may enforce any breach of clauses 6.1 and 6.2 against the Client or Beneficiary. 6.4 The Client acknowledges that the proprietary rights subsisting in copyright, database rights and any other intellectual property rights in respect of any data and information contained in any Report are and shall remain (subject to clause 11.1) the property of GroundSure and/or any third party that has supplied data or information used to create a Report, and that these conditions do not purport to grant, assign or transfer any such rights in respect thereof to a Client and/or a Beneficiary. 6.5 The Client shall (and shall procure that any recipients of the Report as permitted under clause 4.2 shall): (i) not remove, suppress or modify any trademark, copyright or other proprietary marking belonging to GroundSure or any third party from the Services; (ii) use the information obtained as part of the Services in respect of the subject Site only, and shall not store or reuse any information obtained as part of the Services provided in respect of adjacent or nearby sites; Report Reference: EMS-205144_269919
Page 37 (iii) not create any product or report which is derived directly or indirectly from the data contained in the Services (save that those acting in a professional capacity to the Beneficiary may provide advice based upon the Services); (iv) not combine the Services with or incorporate such Services into any other information data or service; and (v) not reformat or otherwise change (whether by modification, addition or enhancement), data contained in the Services (save that those acting in a professional capacity to the Beneficiary shall not be in breach of this clause 6.5(v) where such reformatting is in the normal course of providing advice based upon the Services), in each case of parts (iii) to (v) inclusive, whether or not such product or report is produced for commercial profit or not. 6.6 The Client and/or Beneficiary shall and shall procure that any party to whom the Services are made available shall notify GroundSure of any request or requirement to disclose, publish or disseminate any information contained in the Services in accordance with the Freedom of Information Act 2000, the Environmental Information Regulations 2004 or any associated legislation or regulations in force from time to time. 6.8 Save as otherwise set out in these terms and conditions, any information provided by one party ("Disclosing Party") to the other party ("Receiving Party") shall be treated as confidential and only used for the purposes of these terms and conditions, except in so far as the Receiving Party is authorised by the Disclosing Party to provide such information in whole or in part to a third party.
7 Liability THE CLIENT’S ATTENTION IS DRAWN TO THIS PROVISION 7.1Subject to the provisions of this clause 7, GroundSure shall be liable to the Beneficiary only in relation to any direct losses or damages caused by any negligent act or omission of GroundSure in preparing the GroundSure Materials and provided that the Beneficiary has used all reasonable endeavours to mitigate any such losses. 7.2GroundSure shall not be liable for any other losses or damages incurred by the Beneficiary, including but not limited to: (i) loss of profit, revenue, business or goodwill, losses relating to business interruption, loss of anticipated savings, loss of or corruption to data or for any special, indirect or consequential loss or damage which arise out of or in connection with the GroundSure Materials or otherwise in relation to a Contract; (ii) any losses or damages that arise as a result of the use of all or part of the GroundSure Materials in breach of these terms and conditions or contrary to the terms of the relevant User Guide; (iii) any losses or damages that arise as a result of any error, omission or inaccuracy in any part of the GroundSure Materials where such part is based on any Third Party Content or any reasonable interpretation of Third Party Content. The Client accepts, and shall procure that any other Beneficiary shall accept, that it has no claim or recourse to any Data Provider in relation to Third Party Content; and/or (iv) any loss or damage to a Client’s computer, software, modem, telephone or other property caused by a delay or loss of use of GroundSure’s internet ordering service. 7.3 GroudSure’s total liability in contract, tort (including negligence or breach of statutory duty), misrepresentation, restitution or otherwise, arising in connection with the GroundSure Materials or otherwise in relation to the Contract shall be limited to £10 million in total (i) for any one claim or (ii) for a series of connected claims brought by one or more parties. 7.4 For the duration of the liability periods set out in clauses 7.5 and 7.6 below, GroundSure shall maintain professional indemnity insurance in respect of its liability under these terms and conditions provided such insurance is readily available at commercially viable rates. GroundSure shall produce evidence of such insurance if reasonably requested by the Client. A level of cover greater than GroundSure’s current level of cover may be available upon request and agreement with the Client. 7.5 Any claim under the Contract in relation to Data Reports, Mapping and Risk Screening Reports, must be brought within six years from the date when the Beneficiary became aware that it may have a claim and in no event may a claim be brought twelve years or more after completion of such a Contract. For the avoidance of doubt, any claim in respect of which proceedings are notified to GroundSure in writing prior to the expiry of the time periods referred to in this clause 7.5 shall survive the expiry of those time periods provided the claim is actually commenced within six months of notification. 7.6 Any claim under the Contract in relation to Consultancy Services, must be brought within six years from the date the Consultancy Services were completed. 7.7 he Client accepts and shall procure that any other Beneficiary shall accept that it has no claim or recourse to any Data Provider or to GroundSure in respect of the acts or omissions of any Data Provider and/or any Third Party Content provided by a Data Provider. 7.8 Nothing in these terms and conditions: (i) excludes or limits the liability of GroundSure for death or personal injury caused by GroundSure’s negligence, or for fraudulent misrepresentation; or (ii) shall affect the statutory rights of a consumer under the applicable legislation.
8 GroundSure right to suspend or terminate 8.1 In the event that GroundSure reasonably believes that the Client or Beneficiary as applicable has not provided the information or assistance required to enable the proper performance of the Services, GroundSure shall be entitled on fourteen days written notice to suspend all further performance of the Services until such time as any such deficiency has been made good. 8.2 GroundSure may additionally terminate the Contract immediately on written notice in the event that: (i)the Client shall fail to pay any sum due to GroundSure within 28 days of the Payment Date; or (ii)the Client (being an individual) has a bankruptcy order made against him or (being a company) shall enter into liquidation whether compulsory or voluntary or have an Administration Order made against it or if a Receiver shall be appointed over the whole or any part of its property assets or undertaking or if the Client is struck off the Register of Companies or dissolved; or (iii) the Client being a company is unable to pay its debts within the meaning of Section 123 of the Insolvency Act 1986 or being an individual appears unable to pay his debts within the meaning of Section 268 of the Insolvency Act 1986 or if the Client shall enter into a composition or arrangement with the Client’s creditors or shall suffer distress or execution to be levied on his goods; or (iv)the Client or the Beneficiary breaches any material term of the Contract (including, but not limited to, the obligations in clause 4) incapable of remedy or if remediable, is not remedied within 14 days of notice of the breach.
9 Client’s Right to Terminate and Suspend 9.1 Subject to clause 10.2, the Client may at any time after commencement of the Services by notice in writing to GroundSure require GroundSure to terminate or suspend immediately performance of all or any of the Services. 9.2 The Client waives all and any right of cancellation it may have under the Consumer Protection (Distance Selling) Regulations 2000 (as amended) in respect of the Order of a Report/Mapping. This does not affect the Beneficiary's statutory rights.
10 Consequences of Withdrawal, Termination or Suspension 10.1 Upon termination or any suspension of the Services, GroundSure shall take steps to bring to an end the Services in an orderly manner, vacate any Site with all reasonable speed and shall deliver to the Client/Beneficiary any property of the Client/ Beneficiary in GroundSure’s possession or control. 10.2 In the event of termination/suspension of the Contract under clauses 8 or 9, the Client shall pay to GroundSure all and any fees payable in respect of the performance of the Services up to the date of termination/suspension. In respect of any Consultancy Services provided, the Client shall also pay GroundSure any additional costs incurred in relation to the termination/suspension of the Contract.
11 General 11.1 The mapping contained in the Services is protected by Crown copyright and must not be used for any purpose outside the context of the Services or as specifically provided in these terms. 11.2 GroundSure reserves the right to amend these terms and conditions. No variation to these terms shall be valid unless signed by an authorised representative of GroundSure. 11.3 No failure on the part of GroundSure to exercise and no delay in exercising, any right, power or provision under these terms and conditions shall operate as a waiver thereof. 11.4 Save as expressly provided in clauses 4.2, 4.3, 6.3 and 11.5, no person other than the persons set out therein shall have any right under the Contract (Rights of Third Parties) Act 1999 to enforce any terms of the Contract. 11.5 The Secretary of State for Communities and Local Government acting through Ordnance Survey may enforce breach of clause 6.1 of these terms and conditions against the Client in accordance with the provisions of the Contracts (Rights of Third Parties) Act 1999. 11.6 GroundSure shall not be liable to the Client if the provision of the Services is delayed or prevented by one or more of the following circumstances: (i) the Client or Beneficiary’s failure to provide facilities, access or information; (ii) fire, storm, flood, tempest or epidemic; (iii) Acts of God or the public enemy; (iv) riot, civil commotion or war; (v) strikes, labour disputes or industrial action; (vi) acts or regulations of any governmental or other agency; (vii) suspension or delay of services at public registries by Data Providers; or (viii) changes in law. 11.7 Any notice provided shall be in writing and shall be deemed to be properly given if delivered by hand or sent by first class post, facsimile or by email to the address, facsimile number or email address of the relevant party as may have been notified by each party to the other for such purpose or in the absence of such notification the last known address. 11.8 Such notice shall be deemed to have been received on the day of delivery if delivered by hand, facsimile or email and on the second working day after the day of posting if sent by first class post. 11.9 The Contract constitutes the entire contract between the parties and shall supersede all previous arrangements between the parties. 11.10 Each of the provisions of the Contract is severable and distinct from the others and if one or more provisions is or should become invalid, illegal or unenforceable, the validity and enforceability of the remaining provisions shall not in any way be tainted or impaired. 11.11 These terms and conditions shall be governed by and construed in accordance with English law and any proceedings arising out of or connected with these terms and conditions shall be subject to the exclusive jurisdiction of the English courts. 11.12 If the Client or Beneficiary has a complaint about the Services, notice can be given in any format eg writing, phone, email to the Compliance Officer at GroundSure who will respond in a timely manner. © GroundSure Limited January 2012
Report Reference: EMS-205144_269919
Page 38
APPENDIX E
Issued by: The Coal Authority, Property Search Services, 200 Lichfield Lane, Berry Hill, Mansfield, Nottinghamshire, NG18 4RG Website: www.groundstability.com Phone: 0845 762 6848 DX 716176 MANSFIELD 5
IVY HOUSE ENVIRONMENTAL LTD Our reference: 51000305879001 52 BEECH AVENUE Your reference: IV.03.13.Cossall SANDIACRE Date of your enquiry: 04 June 2013 NOTTINGHAM Date we received your enquiry: 04 June 2013 NG10 5EH Date of issue: 04 June 2013
This report is for the property described in the address below and the attached plan. Non-Residential Coal Authority Mining Report SHILO WAY, COSSALL, NOTTINGHAM, NG16 2TR This report is based on and limited to the records held by, the Coal Authority, and the Cheshire Brine Subsidence Compensation Board's records, at the time we answer the search. Coal mining See comments below Brine Compensation District No Information from the Coal Authority Underground coal mining Past The property is in the likely zone of influence from workings in 3 seams of coal at shallow to 260m depth, and last worked in 1943. Present The property is not in the likely zone of influence of any present underground coal workings. Future The property is not in an area for which the Coal Authority is determining whether to grant a licence to remove coal using underground methods. The property is not in an area for which a licence has been granted to remove or otherwise work coal using underground methods. The property is not in an area that is likely to be affected at the surface from any planned future workings. However, reserves of coal exist in the local area which could be worked at some time in the future. No notice of the risk of the land being affected by subsidence has been given under section 46 of the Coal Mining Subsidence Act 1991. Mine entries Within, or within 20 metres of, the boundary of the property there is 1 mine entry, the approximate position of which is shown on the attached plan.
All rights reserved. You must not reproduce, store or transmit any part of this document unless you have our written permission. -- © The Coal Authority -- Non-Residential Coal Authority Mining Report - 51000305879001 Page 1 of 5 -- There is no record of what steps, if any, have been taken to treat the mine entry. Records may be incomplete. Consequently, there may exist in the local area mine entries of which the Coal Authority has no knowledge. For an additional fee, the Coal Authority will provide a supplementary Mine Entry Interpretive Report. The report will provide a separate assessment for the mine entry (entries) referred to in this report. It will give details based on information in the Coal Authority's possession, together with an opinion on the likelihood of mining subsidence damage arising from ground movement as a consequence of the existence of the mine entry/entries. It will also give details of the remedies available for subsidence damage where the mine entry was sunk in connection with coal mining. Please note that it may not be possible to produce a report if the main building to the property cannot be identified from Coal Authority plans (ie. for development sites and new build). For further advice on how to order this additional information visit www.groundstability.com or telephone 0845 7626 848. Coal mining geology The Authority is not aware of any evidence of damage arising due to geological faults or other lines of weakness that have been affected by coal mining. Opencast coal mining Past The property is within the boundary of an opencast site from which coal has been removed by opencast methods. Present The property does not lie within 200 metres of the boundary of an opencast site from which coal is being removed by opencast methods. Future The property is not within 800 metres of the boundary of an opencast site for which the Coal Authority is determining whether to grant a licence to remove coal by opencast methods. The property is not within 800 metres of the boundary of an opencast site for which a licence to remove coal by opencast methods has been granted. Coal mining subsidence The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres, since 31st October 1994. There is no current Stop Notice delaying the start of remedial works or repairs to the property. The Authority is not aware of any request having been made to carry out preventive works before coal is worked under section 33 of the Coal Mining Subsidence Act 1991. Mine gas There is no record of a mine gas emission requiring action by the Coal Authority within the boundary of the property. Hazards related to coal mining The property has not been subject to remedial works, by or on behalf of the Authority, under its Emergency Surface Hazard Call Out procedures. Withdrawal of support The property is not in an area for which a notice of entitlement to withdraw support has been published. The property is not in an area for which a notice has been given under section 41 of the Coal Industry Act 1994, revoking the entitlement to withdraw support. Working facilities orders The property is not in an area for which an Order has been made under the provisions of the Mines (Working Facilities and Support) Acts 1923 and 1966 or any statutory modification or amendment thereof.
-- © The Coal Authority -- Non-Residential Coal Authority Mining Report - 51000305879001 Page 2 of 5 -- Payments to owners of former copyhold land The property is not in an area for which a relevant notice has been published under the Coal Industry Act 1975/Coal Industry Act 1994. Comments on Coal Authority information The attached plan shows the approximate location of the disused mine entry/entries referred to in this report. For reasons of clarity, mine entry symbols may not be drawn to the same scale as the plan. Property owners have the benefit of statutory protection (under the Coal Mining Subsidence act 1991*). This contains provision for the making good, to the reasonable satisfaction of the owner, of physical damage from disused coal mine workings including disused coal mine entries. A leaflet setting out the rights and the obligations of either the Coal Authority or other responsible persons under the 1991 Act can be obtained by telephoning 0845 762 6848 or online at www.coal.decc.gov.uk/en/coal/cms/services/claims. If you wish to discuss the relevance of any of the information contained in this report you should seek the advice of a qualified mining engineer or surveyor. If you or your adviser wish to examine the source plans from which the information has been taken these are normally available at our Mansfield office, free of charge, by prior appointment, telephone 01623 637235. Should you or your adviser wish to carry out any physical investigations that may enter, disturb or interfere with any disused mine entry the prior permission of the owner must be sought. For coal mine entries the owner will normally be the Coal Authority. The Coal Authority, regardless of responsibility and in conjunction with other public bodies, provide an emergency call out facility in coalfield areas to assess the public safety implications of mining features (including disused mine entries). Our emergency telephone number at all times is 01623 646333. *Note, this Act does not apply where coal was worked or gotten by virtue of the grant of a gale in the Forest of Dean, or any other part of the Hundred of St. Briavels in the county of Gloucester. In view of the mining circumstances a prudent developer would seek appropriate technical advice before any works are undertaken. Therefore if development proposals are being considered, technical advice relating to both the investigation of coal and former coal mines and their treatment should be obtained before beginning work on site. All proposals should apply good engineering practice developed for mining areas. No development should be undertaken that intersects, disturbs or interferes with any coal or mines of coal without the permission of the Coal Authority. Developers should be aware that the investigation of coal seams/former mines of coal may have the potential to generate and/or displace underground gases and these risks both under and adjacent to the development should be fully considered in developing any proposals. The need for effective measures to prevent gases entering into public properties either during investigation or after development also needs to be assessed and properly addressed. This is necessary due to the public safety implications of any development in these circumstances. Information from the Cheshire Brine Subsidence Compensation Board The property lies outside the Cheshire Brine Compensation District. Additional Remarks This report is prepared in accordance with the Law Society's Guidance Notes 2006, the User Guide 2006 and the Coal Authority and Cheshire Brine Board's Terms and Conditions 2006. The Coal Authority owns the copyright in this report. The information we have used to write this report is protected by our database right. All rights are reserved and unauthorised use is prohibited. If we provide a report for you, this does not mean that copyright and any other rights will pass to you. However, you can use the report for your own purposes.
-- © The Coal Authority -- Non-Residential Coal Authority Mining Report - 51000305879001 Page 3 of 5 -- Issued by: The Coal Authority, 200 Lichfield Lane, Mansfield, Nottinghamshire, NG18 4RG Tax Point Date: 04 June 2013 Issued to: IVY HOUSE ENVIRONMENTAL LTD 52 BEECH AVENUE SANDIACRE NOTTINGHAM NG10 5EH Property Search for: SHILO WAY, COSSALL, NOTTINGHAM, NG16 2TR Reference Number: 51000305879001 Date of Issue: 04 June 2013 Cost: £59.00 VAT @ 20%: £11.80 Total Received: £70.80 VAT Registration 598 5850 68
-- © The Coal Authority -- Non-Residential Coal Authority Mining Report - 51000305879001 Page 4 of 5 -- Location map
Approximate position of property
Enquiry boundary
Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right 2013. All rights reserved. Ordnance Survey Licence number: 100020315
Key Approximate position of enquiry boundary shown
Disused Adit or Mineshaft
-- © The Coal Authority -- Non-Residential Coal Authority Mining Report - 51000305879001 Page 5 of 5 --
APPENDIX F
n WS1
WS2
BH1 WS3
WS4 BH2 WS6
BH3 WS5 BH4
KEY: TITLE: Exploratory Hole Location Plan 2013 Borehole Location PROJECT: 2004 GI Borehole Location Shilo Park, Cossall, Notts PROJECT No: DATE: IV.03.13 06/2013 SCALE : DRAWN : DWG No: IVY HOUSE ENVIRONMENTAL Figure 5 DO NOT SCALE NTS RPS
IV 03 13: Shilo Park WS01
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.40 MADE GROUND: Pinkish brown and grey sandy fine to coarse concrete and brick GRAVEL with some limestone. 0.30 J
0.40 0.80 MADE GROUND: Black and brown slightly clayey, sandy fine to 0.50 J coarse GRAVEL of sandstone, clinker, coal, brick, concrete and occasional limestone.
0.80 2.10 MADE GROUND: Dark grey slightly sandy, clayey fine to coarse 1.00 J brick, concrete, sandstone, clinker GRAVEL with rare wood.
2.10 2.90 MADE GROUND: Firm light grey sandy CLAY FILL with some 2.20 J sandstone, mudstone, rare brick and clinker gravel.
End of BH at 2.90m due to sample tube refusal. Borehole remained open and dry on completion Installed 2.00m slotted/1.00m plain 50mm pipe Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
IV 03 13: Shilo Park WS02
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.35 MADE GROUND: Brown and grey clayey, sandy fine to coarse 0.20 J GRAVEL of brick, concrete, limestone, quartz, coal, plastic and glass. 0.35 0.90 MADE GROUND: Dark grey clayey, sandy fine to coarse GRAVEL of ash-clinker, occasional coal, concrete and brick. 0.50 J
0.90 1.20 MADE GROUND: Red brick FILL.
1.20 2.50 MADE GROUND: Dark grey ash-clinker FILL with much glass, 1.30 J occasional brick, coal and metal.
2.50 3.80 MADE GROUND: Grey and red sandy, slightly clayey brick and 2.60 J concrete GRAVEL with potential red shale.
Sample tube refusal at 3.80m Borehole remained open and dry on completion Installed 3.00m slotted/0.50m plain 50mm pipe Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
IV 03 13: Shilo Park WS03
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.30 MADE GROUND: Brown and grey clayey, sandy fine to coarse 0.20 J GRAVEL of brick, concrete, tarmac, limestone, quartz, coal, plastic and glass. 0.30 0.50 MADE GROUND: Brown sandy fine to coarse brick, concrete and sandstone GRAVEL. 0.40 J 0.50 1.00 MADE GROUND: Brown and dark grey sandy fine to coarse 0.60 J concrete, clinker, and rare brick GRAVEL with much wood.
1.00 2.50 MADE GROUND: Dark grey clayey ash-clinker FILL with much 1.20 J brick, glass, occasional glass, coal and wood. Some polystyrene noted.
2.50 4.00 MADE GROUND: Firm brown and grey slightly sandy CLAY FILL 2.60 J with much gravel of mudstone, brick, sandstone, some concrete, coal and clinker.
End of BH at 4.00m Borehole remained open and dry on completion Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
IV 03 13: Shilo Park WS04
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.40 MADE GROUND: Brown and grey brick and concrete GRAVEL with rare coal and glass. 0.30 J 0.40 0.80 MADE GROUND: Dark grey sandy fine to coarse tarmac, concrete and occasional brick and coal GRAVEL. 0.70 J
0.80 1.80 MADE GROUND: Dark grey very clayey sandy fine to coarse brick, concrete, clinker, coal and sandstone GRAVEL. 1.00 J
1.80 4.00 MADE GROUND: Dark grey ash-clinker FILL with much glass, occasional brick, coal and metal. 2.00 J
Sample tube refusal at 3.80m Borehole remained open and dry on completion Installed 3.00m slotted/0.50m plain 50mm pipe Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
IV 03 13: Shilo Park WS05
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.40 MADE GROUND: Pinkish brown and grey sandy fine to coarse 0.20 J concrete and brick GRAVEL.
0.40 1.00 MADE GROUND: Grey sandy fine to coarse GRAVEL of brick, 0.50 J concrete and rare ash-clinker.
0.80 spt = 10/8/6/5/5/5 n=21
1.00 2.40 MADE GROUND: Firm grey and brown sandy CLAY FILL with 1.10 J much brick, concrete, sandstone, clinker and rare wood.
2.00 spt = 1/1/1/0/1/1 n=3
2.40 3.00 MADE GROUND: Dark grey and red ash-clinker and brick FILL. 2.50 J
3.00 spt = 4/4/5/19/7/22 n=53 End of BH at 3.00m Borehole remained open and dry on completion Installed 2.00m slotted/1.00m plain 50mm pipe Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
IV 03 13: Shilo Park WS06
Depth Depth Strata Legend Testing / From (m) To (m) Description Samples 0.00 0.10 MADE GROUND: Dark brown and grey clayey, sandy fine to coarse GRAVEL of brick, concrete, limestone, coal, plastic and glass. 0.10 0.35 MADE GROUND: Grey sandy fine to coarse GRAVEL of brick, 0.20 J concrete and rare ash-clinker. 0.35 0.90 MADE GROUND: Dark brown and brown very clayey brick FILL 0.50 J with much concrete, clinker and polystyrene noted.
0.90 1.60 MADE GROUND: Grey slightly clayey, sandy fine to coarse 1.00 J GRAVEL of clinker, brick, concrete, sandstone, limestone coal and wood.
1.60 2.00 MADE GROUND: Firm grey sandy CLAY FILL with much brick, 1.80 J concrete, sandstone, clinker and rare wood.
2.00 3.90 MADE GROUND: Brown and grey fine to coarse ash-clinker, 2.10 J coal, concrete and brick GRAVEL. Rare metal noted.
Sample tube refusal at 3.90m Borehole remained open and dry on completion Installed 3.00m slotted/1.00m plain 50mm pipe Site: Log Notes: Client: Spt = Standard Penetration test (blows per 300mm n300) Client Reference: N/A HSV = Hand Shear Vane (result in kN/m2) Engineer: GE CBR = California Bearing Ratio by Mexe Cone Penetrometer (result Site Works Date: 17/05/2013 as percentage) Plant: Archway Competitor C130 Superheavy LP = Limited Penetration (HSV/CBR) NP = No penetration (HSV/CBR) B = Bulk Bag, J = Amber Glass Jar, T = Plastic Tub
Website: www.geoenvironmentalengineering.com Email: [email protected] Telephone: 08456 768 895 / 07883 440 186
APPENDIX G
Richard Sutton QTS Environmental Ltd Ivy House Environmental Ltd Unit 1 Scotland Farm Rose Lane Industrial Estate Ockbrook Rose Lane Derby Lenham Heath DE72 3RX Kent ME17 2JN t: 01622 851105 [email protected]
QTS Environmental Report No: 13-14636
Site Reference: Shilo Park, Cossall
Project / Job Ref: IV.03.13
Order No: None Supplied
Sample Receipt Date: 21/05/2013
Sample Scheduled Date: 21/05/2013
Report Issue Number: 1
Reporting Date: 28/05/2013
Authorised by: For Data Protection Authorised b For Data Protection Russell Jarvis Kevin Old Director Director On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 11 QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate Rose Lane Lenham Heath Maidstone Kent ME17 2JN Tel : 01622 851105 '
Soil Analysis Certificate QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 17/05/13 17/05/13 17/05/13 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied None Supplied None Supplied None Supplied None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS1 WS1 WS2 WS4 WS5 Project / Job Ref: IV.03.13 Additional Refs None Supplied None Supplied None Supplied None Supplied None Supplied Order No: None Supplied Depth (m) 0.50 1.00 0.20 0.30 0.50 Reporting Date: 28/05/2013 QTSE Sample No 69593 69594 69595 69596 69597
Determinand Unit MDL Accreditation Asbestos Screen (S) N/a N/a ISO17025 None Detected None Detected None Detected None Detected pH pH Units N / a MCERTS 8.0 7.7 8.5 8.4 Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 2991 2733 1742 1926
W/S Sulphate as SO4 (2:1) g/l < 0.01 NONE 0.58 0.65 0.15 0.25 Organic Matter % < 0.1 NONE 5.1 2.7 3.8 3.7 Arsenic (As) mg/kg < 2 MCERTS 5 4 6 8 Cadmium (Cd) mg/kg < 0.5 MCERTS 1.6 0.6 1.3 1.6 Chromium (Cr) mg/kg < 2 MCERTS 27 14 27 24 Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2 Copper (Cu) mg/kg < 4 MCERTS 92 66 46 140 Lead (Pb) mg/kg < 3 MCERTS 278 101 111 165 Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 Nickel (Ni) mg/kg < 3 MCERTS 18 17 21 19 Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 Zinc (Zn) mg/kg < 3 MCERTS 671 256 213 233 Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2 EPH (C10 - C40) mg/kg < 6 MCERTS 131 305 424 346 Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC Analysis carried out on the dried sample is corrected for the stone content Subcontracted analysis (S)
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Soil Analysis Certificate QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS5 WS6 Project / Job Ref: IV.03.13 Additional Refs None Supplied None Supplied Order No: None Supplied Depth (m) 1.10 0.50 Reporting Date: 28/05/2013 QTSE Sample No 69598 69599
Determinand Unit MDL Accreditation Asbestos Screen (S) N/a N/a ISO17025 None Detected None Detected pH pH Units N / a MCERTS 7.6 7.8 Total Cyanide mg/kg < 2 NONE < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 1077 1207
W/S Sulphate as SO4 (2:1) g/l < 0.01 NONE 0.19 0.27 Organic Matter % < 0.1 NONE 3.6 4 Arsenic (As) mg/kg < 2 MCERTS 4 8 Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.5 Chromium (Cr) mg/kg < 2 MCERTS 25 19 Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 Copper (Cu) mg/kg < 4 MCERTS 47 29 Lead (Pb) mg/kg < 3 MCERTS 60 79 Mercury (Hg) mg/kg < 1 NONE < 1 < 1 Nickel (Ni) mg/kg < 3 MCERTS 29 17 Selenium (Se) mg/kg < 3 NONE < 3 < 3 Zinc (Zn) mg/kg < 3 MCERTS 250 142 Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 EPH (C10 - C40) mg/kg < 6 MCERTS Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC Analysis carried out on the dried sample is corrected for the stone content Subcontracted analysis (S)
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Soil Analysis Certificate - Speciated PAHs QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 17/05/13 17/05/13 17/05/13 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied None Supplied None Supplied None Supplied None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS1 WS2 WS4 WS5 WS5 Project / Job Ref: IV.03.13 Additional Refs None Supplied None Supplied None Supplied None Supplied None Supplied Order No: None Supplied Depth (m) 0.50 0.20 0.30 0.50 1.10 Reporting Date: 28/05/2013 QTSE Sample No 69593 69595 69596 69597 69598
Determinand Unit MDL Accreditation Naphthalene mg/kg < 0.1 MCERTS 0.13 0.20 < 0.1 < 0.1 < 0.1 Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.16 < 0.1 < 0.1 Acenaphthene mg/kg < 0.1 MCERTS < 0.1 0.27 0.18 < 0.1 < 0.1 Fluorene mg/kg < 0.1 MCERTS 0.15 0.28 0.17 < 0.1 < 0.1 Phenanthrene mg/kg < 0.1 MCERTS 0.84 1.71 3.20 0.53 0.24 Anthracene mg/kg < 0.1 MCERTS 0.16 0.62 0.89 < 0.1 < 0.1 Fluoranthene mg/kg < 0.1 MCERTS 1.33 2.82 9.06 1.03 0.78 Pyrene mg/kg < 0.1 MCERTS 1.25 2.53 8.02 0.94 0.72 Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.51 1.29 3.97 0.52 0.29 Chrysene mg/kg < 0.1 MCERTS 0.67 2.20 4.22 0.51 0.32 Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.74 1.65 5.23 0.65 0.32 Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.27 0.64 1.76 0.37 0.12 Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.50 1.23 4.35 0.55 0.21 Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.30 0.73 2.54 0.37 < 0.1 Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.13 0.51 < 0.1 < 0.1 Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.30 0.63 2.22 0.21 < 0.1 Total EPA-16 PAHs mg/kg < 1.6 MCERTS 7.2 16.9 46.5 5.7 3 Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 11 QTS Environmental Ltd Unit 1, Rose Lane Industrial Estate Rose Lane Lenham Heath Maidstone Kent ME17 2JN Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS6 Project / Job Ref: IV.03.13 Additional Refs None Supplied Order No: None Supplied Depth (m) 0.50 Reporting Date: 28/05/2013 QTSE Sample No 69599
Determinand Unit MDL Accreditation Naphthalene mg/kg < 0.1 MCERTS < 0.1 Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 Acenaphthene mg/kg < 0.1 MCERTS < 0.1 Fluorene mg/kg < 0.1 MCERTS 0.11 Phenanthrene mg/kg < 0.1 MCERTS 1.96 Anthracene mg/kg < 0.1 MCERTS 0.69 Fluoranthene mg/kg < 0.1 MCERTS 8.37 Pyrene mg/kg < 0.1 MCERTS 8.08 Benzo(a)anthracene mg/kg < 0.1 MCERTS 4.27 Chrysene mg/kg < 0.1 MCERTS 4.19 Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 5.10 Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 1.95 Benzo(a)pyrene mg/kg < 0.1 MCERTS 4.20 Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 2.26 Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS 0.40 Benzo(ghi)perylene mg/kg < 0.1 MCERTS 1.93 Total EPA-16 PAHs mg/kg < 1.6 MCERTS 43.5 Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
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Soil Analysis Certificate - TPH CWG Banded QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS1 Project / Job Ref: IV.03.13 Additional Refs None Supplied Order No: None Supplied Depth (m) 0.50 Reporting Date: 28/05/2013 QTSE Sample No 69593
Determinand Unit MDL Accreditation Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 Aliphatic >C12 - C16 mg/kg < 1 NONE 5 Aliphatic >C16 - C21 mg/kg < 1 NONE 23 Aliphatic >C21 - C34 mg/kg < 6 NONE 58 Aliphatic (C5 - C34) mg/kg < 12 NONE 86 Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 Aromatic >C8 - C10 mg/kg < 1 NONE < 1 Aromatic >C10 - C12 mg/kg < 1 NONE < 1 Aromatic >C12 - C16 mg/kg < 1 NONE 2 Aromatic >C16 - C21 mg/kg < 1 NONE 23 Aromatic >C21 - C35 mg/kg < 6 NONE 64 Aromatic (C5 - C35) mg/kg < 12 NONE 90 Total >C5 - C35 mg/kg < 24 NONE 176 Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
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Soil Analysis Certificate - BTEX / MTBE QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS1 Project / Job Ref: IV.03.13 Additional Refs None Supplied Order No: None Supplied Depth (m) 0.50 Reporting Date: 28/05/2013 QTSE Sample No 69593
Determinand Unit MDL Accreditation Benzene ug/kg < 2 MCERTS < 2 Toluene ug/kg < 5 MCERTS 6 Ethylbenzene ug/kg < 10 MCERTS < 10 p & m-xylene ug/kg < 10 MCERTS 14 o-xylene ug/kg < 10 MCERTS 11 Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
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Leachate Analysis Certificate QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 17/05/13 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied None Supplied None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS4 WS5 WS3 Project / Job Ref: IV.03.13 Additional Refs None Supplied None Supplied None Supplied Order No: None Supplied Depth (m) 0.70 0.20 0.60 Reporting Date: 28/05/2013 QTSE Sample No 69600 69601 69602
Determinand Unit MDL Accreditation pH pH Units N / a ISO17025 8.0 8.0 7.7 Total Cyanide ug/l < 5 NONE < 5 < 5 < 5
Sulphate as SO4 mg/l < 1 NONE 6 17 27 Total Organic Carbon (TOC) mg/l < 0.1 NONE 3.3 3.2 7.8 Arsenic ug/l < 10 NONE < 10 < 10 < 10 Cadmium ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 Chromium ug/l < 5 NONE < 5 < 5 < 5 Chromium (hexavalent) ug/l < 5 NONE < 5 < 5 < 5 Copper ug/l < 10 NONE < 10 < 10 < 10 Lead ug/l < 5 NONE < 5 < 5 < 5 Mercury ug/l < 0.05 NONE < 0.05 < 0.05 < 0.05 Nickel ug/l < 7 NONE < 7 < 7 < 7 Selenium ug/l < 5 NONE < 5 < 5 < 5 Zinc ug/l < 5 NONE < 5 < 5 < 5 Total Phenols ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 Subcontracted analysis (S)
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Leachate Analysis Certificate - Speciated PAH QTS Environmental Report No: 13-14636 Date Sampled 17/05/13 17/05/13 17/05/13 Ivy House Environmental Ltd Time Sampled None Supplied None Supplied None Supplied Site Reference: Shilo Park, Cossall TP / BH No WS4 WS5 WS3 Project / Job Ref: IV.03.13 Additional Refs None Supplied None Supplied None Supplied Order No: None Supplied Depth (m) 0.70 0.20 0.60 Reporting Date: 28/05/2013 QTSE Sample No 69600 69601 69602
Determinand Unit MDL Accreditation Naphthalene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Acenaphthylene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Acenaphthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Fluorene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Phenanthrene ug/l < 0.01 NONE 0.69 < 0.01 < 0.01 Anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Fluoranthene ug/l < 0.01 NONE 1.04 < 0.01 < 0.01 Pyrene ug/l < 0.01 NONE 0.87 < 0.01 < 0.01 Benzo(a)anthracene ug/l < 0.01 NONE 0.26 < 0.01 < 0.01 Chrysene ug/l < 0.01 NONE 0.27 < 0.01 < 0.01 Benzo(b)fluoranthene ug/l < 0.01 NONE 0.34 < 0.01 < 0.01 Benzo(k)fluoranthene ug/l < 0.01 NONE 0.09 < 0.01 < 0.01 Benzo(a)pyrene ug/l < 0.01 NONE 0.57 < 0.01 < 0.01 Indeno(1,2,3-cd)pyrene ug/l < 0.01 NONE 0.43 < 0.01 < 0.01 Dibenz(a,h)anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 Benzo(ghi)perylene ug/l < 0.01 NONE 0.27 < 0.01 < 0.01 Total EPA-16 PAHs ug/l < 0.01 NONE 4.83 < 0.01 < 0.01 -
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Soil Analysis Certificate - Sample Descriptions QTS Environmental Report No: 13-14636 Ivy House Environmental Ltd Site Reference: Shilo Park, Cossall Project / Job Ref: IV.03.13 Order No: None Supplied Reporting Date: 28/05/2013
Moisture QTSE Sample No TP / BH No Additional Refs Depth (m) Sample Matrix Description Content (%) 69593 WS1 None Supplied 0.50 16.7 Grey sandy clay with rubble 69594 WS1 None Supplied 1.00 24.8 Grey loamy clay with rubble 69595 WS2 None Supplied 0.20 10.5 Grey sandy clay with stones 69596 WS4 None Supplied 0.30 15 Red sandy clay 69597 WS5 None Supplied 0.50 10.8 Grey loamy gravel with brick and rubble 69598 WS5 None Supplied 1.10 22.2 Grey clay with brick 69599 WS6 None Supplied 0.50 14.9 Brown sandy clay with rubble
Insufficient sample I/S Unsuitable Sample U/S
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Soil Analysis Certificate - Methodology & Miscellaneous Information QTS Environmental Report No: 13-14636 Ivy House Environmental Ltd Site Reference: Shilo Park, Cossall Project / Job Ref: IV.03.13 Order No: None Supplied Reporting Date: 28/05/2013
Matrix Analysed Determinand Brief Method Description Method On No Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002 Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002 Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012 Determination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5 Soil AR Chromium - Hexavalent E016 diphenylcarbazide followed by colorimetry Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025 Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021 Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015 Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015 Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015 Determination of electrical conductivity by addition of saturated calcium sulphate followed by Soil AR Electrical Conductivity E022 electrometric measurement Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020 Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023 Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration Soil D FOC (Fraction Organic Carbon) E011 with iron (II) sulphate Determination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle Soil D Loss on Ignition @ 450oC E019 furnace Soil AR Moisture Content Moisture content; determined gravimetrically E003 Determination of organic matter by oxidising with potassium dichromate followed by titration with iron Soil D Organic Matter E011 (II) sulphate Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007 Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002 Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014 Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013 Determination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an Soil AR Sulphide E018 alkaline solution then assayed by ion selective electrode Determination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP- Soil D Sulphur - Total E002 OES Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition Soil AR Thiocyanate (as SCN) E017 of ferric nitrate followed by colorimetry Determination of organic matter by oxidising with potassium dichromate followed by titration with iron Soil D Total Organic Carbon (TOC) E011 (II) sulphate Soil AR BTEX Determination of BTEX by headspace GC-MS E001 Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009 Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004 Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004 Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use Soil AR PAH - Speciated (EPA 16) E005 of surrogate and internal standards Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008 Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009 Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010 Determination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC- Soil AR SVOC E006 MS Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009 Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004 Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001 Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004 Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004 Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004 Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried AR As Received
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Generic Assessment Criteria
Residential With Plant Uptake Residential Without Plant Uptake Commercial/Industrial Arsenic 32 35 640 Cadmium 10 17 230 Chromium (III) 2500 2700 29,000 Chromium (IV) 32 35 326 Lead 450 450 5000 Mercury 170 170 3600 Selenium 350 595 13000 Nickel 130 786 1800
Phenol 415 519 1,100,000
Acenaphthene 1,000 3,910 100,000 Acenaphthylene 850 3,870 100,000 Anthracene 9,200 23,000 500,000 Benzo(a)anthracene 5.90 6.00 97.00 Benzo(a)pyrene 1.00 1.04 14.00 Benzo(b)fluoranthene 7.00 7.30 100.00 Benzo(ghi)perylene 43 47 660 Benzo(k)fluoranthene 10.0 10.4 140.0 Chrysene 9 10 140 Copper 2,300 6,200 70,000 Free Cyanide 34 34 34 Dibenzo(ah)anthracene 0.90 0.93 13.00 Fluoranthene 670 1,000 23,000 Fluorene 780 2,800 71,000 Ideno(1,2,3-cd)pyrene 4.20 4.40 62.00 Napthalene 8.7 9.0 1,100 Phenanthrene 380 940 23,000 Pyrene 1,600 2,400 54,000 Zinc 3,700 40,000 600,000
PETROLEUM HYDROCARBONS
Aliphatics C6-C8 110 113 13,000 C8-C10 370 370 42,000 C10-C12 110 110 12,000 C12-C16 540 540 49,000 C16-C21 3,000 3,000 91,000 C21-C35 76,000 89,000 1,800,000
Aromatics C5-C7 280 970 90,000 C7-C8 610 2,700 190,000 C8-C10 150 190 18,000 C10-C12 340 860 34,000 C12-C16 590 1,700 37,000 C16-C21 770 1,300 28,000 C21-C35 1,200 1,300 28,000
Note: All figures are in mg/kg Values calculated using CLEA v1.06 All organic determinands calculated using 6% SOM SGV for Inorganic Hg quoted (ref. SGV Pg5, para 4)
Tier 1 October 2010 UK Drinking Water Standards (UKDWS)
Parameter Concentration Units Acrylamide 0.1 µg/l Aluminium 200 µgAl/l Ammonium 0.5 mgNH4/l Antimony 5 µgSb/l Arsenic 10 µgAs/l Benzene 1 µg/l Benzo(a)pyrene 0.01 µg/l Boron 1 mgB/l Bromate 10 µgBrO3/l Cadmium 5 µgCd/l Chromium 50 µgCr/l Chloride (i) 250 mgCl/l Conductivity (i) 2500 µS/cm at 20°C Copper(ii) 2 mgCu/l Cyanide 50 µgCN/l 1, 2 dichloroethane 3 µg/l Epichlorohydrin 0.1 µg/l Fluoride 1.5 mgF/l Hydrogen ion 10 pH value Iron 200 µgFe/l Lead (ii) 25 µgPb/l Manganese 50 µgMn/l Mercury 1 µgHg/l Mineral Oil (TPH) 10 µg/l Nickel (ii) 20 µgNi/l Nitrate (iii) 50 mgNO3/l Nitrite (iii) 0.5 mgNO2/l Phenol 0.5 µg/l Polycyclic aromatic hydrocarbons (vii) 0.1 µg/l Selenium 10 µgSe/l Sodium 200 mgNa/l Sulphate (i) 250 mgSO4/l Tetrachloroethene and Trichloroethene (viii) 10 µg/l Tetrachloromethane 3 µg/l Trihalomethanes: Total (ix) 100 µg/l Vinyl chloride 0.5 µg/l Zinc 5000 µg/l
Pesticides Aldrin 0.03 µg/l Dieldrin 0.03 µg/l Heptachlor 0.03 µg/l Heptachlor epoxide 0.03 µg/l other pesticides 0.1 µg/l Pesticides: Total (vi) 0.5 µg/l Environmental Quality Standards (EQS) Groundwater Thresholds for List 1 & 2 Substances
Table 1: Environmental Quality Standards (EQS) for List 1 Dangerous Substances All Freshwater EQS Substance (ug/l) Mercury 1 Cadmium 5 Hexachlorocyclohe xane 0.1 Carbon tetrachloride 12 Total DDT 0.025 pp DDT 0.01
Pentachlorophenol 2 Dieldrin 0.01 Isodrin 0.005 Aldrin 0.01 Endrin 0.005 Total 'Drins 0.03 Hexachlorobenzen e 0.03 Hexachlorobutadie ne 0.1 Chloroform 12
1,2-dichloroethane 10 Trichlorethylene 10 Perchlorethylene 10 Trichlorobenzene 0.4
Table 2a: Environmental Quality Standards (EQS) for List 2 Dangerous Substances
All Freshwater All Freshwater EQS Substance EQS Type EQS (ug/l) Substance EQS Type (ug/l) 1,1,1-Trichloroethane Annual average 100 Fenitrothion Annual average 0.01 1,1,2-Trichloroethane Annual average 400 Flucofuron 95 percentile 1
2,4-D (ester) Annual average 1 Iron (dissolved) Annual average 1000 Hardness related (see 2,4-D (non-ester) Annual average 40 Lead (dissolved) Annual average table 2b for details) 2,4-Dichlorophenol Annual average 20 Linuron Annual average 2 2-Chlorophenol Annual average 50 Malathion Annual average 0.01 4-Chloro-3-methyl-phenol Annual average 40 Mecoprop Annual average 20 Maximum Arsenic (dissolved) Annual average 50 Mevinphos concentration 0.02
Atrazine & Simazine Annual average 2 Naphthalene Annual average 10 Hardness related (see Azinphos-methyl Annual average 0.01 Nickel (dissolved) Annual average table 2b for details) Bentazone Annual average 500 Omethoate Annual average 0.01 Benzene Annual average 30 PCSDs 95th percentile 0.05 Biphenyl Annual average 25 Permethrin 95th percentile 0.01 Boron (dissolved) Annual average 2000 pH 95th percentile 06-Sep Chloronitrotoluenes Annual average 10 Sulcofuron 95th percentile 25 Hardness related (see table 2b for Chromium (dissolved) Annual average details) Toluene Annual average 50 Hardness related (see table 2b for Copper (dissolved) Annual average details) Triazaphos Annual average 0.005 Maximum Cyfluthrin 95th percentile 0.001 Tributyltin concentration 0.02 Demeton Annual average 0.5 Trifluralin Annual average 0.1 Maximum Dichlorvos Annual average 0.001 Triphenyltin concentration 0.02 Maximum Hardness related (see Dichlorvos concentration - Vanadium (dissolved) Annual average table 2b for details)
Dimethoate Annual average 1 Xylene (m and p, o) Annual average 30 Hardness related (see Endosulphan Annual average 0.003 Zinc (total) Annual average table 2b for details)
Ammonia (as NH3) 15
Table 2b: Environmental Quality Standards (EQS) for hardness related List 2 dangerous substances
EQS (ug/l) for Hardness bands (mg/l CaCO3) Substance EQS type 0-50 >50-100 >100-150 >150-200 >200-250 >250 Freshwaters, suitable for all fishlife Copper (dissolved) Annual average 1 6 10 10 10 28 Copper (dissolved) 95th percentile 5 22 40 40 40 112 Nickel (dissolved) Annual average 50 100 150 150 200 200 Vanadium (dissolved) Annual average 20 20 20 20 60 60 Freshwaters, suitable for Salmonid (game) fish Chromium (dissolved) Annual average 5 10 20 20 50 50 Lead (dissolved) Annual average 4 10 10 20 20 20 Zinc (total) Annual average 8 50 75 75 75 125 Zinc (total) 95th percentile 30 200 300 300 300 500 Freshwaters, suitable for Cyprinid (coarse) fish Chromium (dissolved) Annual average 150 175 200 200 250 250 Lead (dissolved Annual average 20 125 125 250 250 250 Zinc (total) Annual average 75 175 250 250 250 500 Zinc (total) 95th percentile 300 700 1000 1000 1000 2000 UKWIR WATER PIPE SELECTION RISK ASSESSMENT
*UKWIR: Guidance for the Selection of Water Supply Pipes to be used in Brownfield Sites Ref. 10/WM/03/21. Jan 2011.
APPENDIX H
GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 20.05.13 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 Flow Rate Dip to Dip to Datum O2 (% Vol) Pressure Datum (% Vol) (% Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.10 0.10 20.70 1006 0.00 0.60 2.86 60.00 59.40
WS5 0.10 1.20 19.80 1006 0.00 DRY 2.70 60.00 N/A
WS6 1.40 1.70 18.80 1006 0.00 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection
Confirmed as true and accurate readings: GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 25.05.13 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 Flow Rate Dip to Dip to Datum O2 (% Vol) Pressure Datum (% Vol) (% Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.1 0.1 21 1015 0.0 0.60 2.86 60.00 59.4
WS5 0.1 1.2 19.6 1015 0.0 DRY 2.70 60.00 N/A
WS6 1.9 1.4 16.6 1015 0.0 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection
Confirmed as true and accurate readings: GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 03.06.13 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 Flow Rate Dip to Dip to Datum O2 (% Vol) Pressure Datum (% Vol) (% Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.2 0.1 20.2 1026 0.0 0.59 2.86 60.00 59.41
WS5 0.2 1.9 11.1 1026 0.0 DRY 2.70 60.00 N/A
WS6 3.8 1.8 17.9 1026 0.0 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection Confirmed as true and accurate readings: GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 10.06.13 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 Flow Rate Dip to Dip to Datum O2 (% Vol) Pressure Datum (% Vol) (% Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.20 0.20 20.80 1008 0.00 0.69 2.86 60.00 59.31
WS5 0.30 3.20 7.40 1008 0.00 DRY 2.70 60.00 N/A
WS6 4.30 3.30 8.40 1008 0.00 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection
Confirmed as true and accurate readings: GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 05.11.13 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 Flow Rate Dip to Dip to Datum O2 (% Vol) Pressure Datum (% Vol) (% Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.10 1.30 18.00 981 0.00 0.69 2.86 60.00 59.31
WS5 0.50 3.10 11.80 981 0.00 DRY 2.70 60.00 N/A
WS6 6.60 2.70 9.00 981 0.00 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection
Confirmed as true and accurate readings: GAS & GROUNDWATER MONITORING
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: 03.01.14 Operator: R Sutton
GAS GROUNDWATER Atmospheric Groundwater CH4 CO2 O2 (% Flow Rate Dip to Dip to Datum Pressure Datum (% Vol) (% Vol) Vol) (l/hr) Water (m) Base (m) (mAOD)* (mb) (mAOD)
WS1 0.60 1.20 16.50 981 0.00 0.64 2.86 60.00 59.36
WS5 0.70 7.60 11.40 981 0.00 DRY 2.70 60.00 N/A
WS6 4.40 2.40 12.00 981 0.00 DRY 3.79 60.00 N/A
*assumed datum of 60mAOD.
For Data Protection
Confirmed as true and accurate readings: BAROMETRIC PRESSURE TRENDS
Site: Shilo Park, Cossall Project ref: IV.03.13 Date: October 2013 - January 2014 Source: www.wunderground.com Station: Beeston, Nottingham
May 2013
June 2013
October 2013
November 2013
December 2013
January 2014