Parcel 1, Hellingly, Hailsham, East Sussex
GRM Development Solutions GRM Development Solutions Laurus House 14 Garden Court First Avenue Tewin Road Centrum 100 Welwyn Garden City Burton upon Trent Hertfordshire, AL7 1BH Staffordshire, DE14 2WH www.grm-uk.com e. [email protected]
t. 01283 551249 t. 01707 830213
PARCEL 1, HELLINGLY, HAILSHAM, EAST SUSSEX
PHASE 1 SITE APPRAISAL (DESK STUDY) FOR CATESBY ESTATES PLC
Project Ref: P9009
Date: July 2019
Prepared for: Catesby Estates Plc Catesby House 5B Tournament Court Edgehill Drive, Warwick Warwickshire CV34 6LG
This report has been prepared in accordance with GRM’s Accredited Quality Procedures. If you have any queries regarding this report please contact the project manager in the first instance.
Prepared by: Reviewed by: Approved by: Project Manager Sonia Singh George Salloway Siobhan Jackson Chris Jerram BSc (Hons), FGS BSc (Hons) MSc MIEnvSc BSc (Hons) MIEnvSc CGeol FGS (Engineering Geologist) (Acting Senior Geo- (Principal Geo-environmental (Consultant) environmental Engineer) Scientist) [email protected] george.salloway@grm- [email protected] [email protected] uk.com
When required in-house geological, geotechnical, environmental, structural and civil staff helped to produce this document. Issue Description of Revision Signature Amended Appendix; missing parcel I Revision A GS information
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GRM/P9009/DS.1.RevA GRM is a trading name of GRM Development Solutions Limited [email protected] www.grm-uk.com
TABLE OF CONTENTS 1 INTRODUCTION ...... 1
2 PHASE I DESK STUDY AND SITE OBSERVATIONS ...... 2
3 PHASE I CONCEPTUAL SITE MODEL...... 11
4 CONTAMINATION / REMEDIATION RECOMMENDATIONS ...... 12
5 PRELIMINARY GEOTECHNICAL ASSESSMENT ...... 12
6 FURTHER INVESTIGATION ...... 14
7 CONCLUSIONS...... 14
APPENDICES
Data Sources, Standard Limitations Appendix A Proposed Development Plan Appendix B Site Location and Boundary Plan Appendix C Site Features Plan / General Site Photographs Appendix D Historical OS Maps Appendix E Historical BGS Borehole Records Appendix F Environmental Data Report Appendix G
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GRM/P9009/DS.1.RevA GRM is a trading name of GRM Development Solutions Limited [email protected] www.grm-uk.com
1 INTRODUCTION
1.1 PREAMBLE
GRM Development Solutions Limited (GRM) has been appointed by Catesby Estates Plc. (Client) to undertake a Phase I Site Appraisal (desk study). The desk study and site inspection form Phase I of the assessment and allow the geotechnical and geo- environmental setting of the site to be determined and the identification of areas of particular concern that require targeted investigation.
This site appraisal is intended to provide information that will assist decision making by identifying potential ground engineering and contamination issues.
GRM Standard Limitations of Reporting are provided in Appendix A of this report.
The Client proposes to develop the site with residential properties and associated infrastructure in two development parcel areas; this document covers Parcel 1; the western side of the development (Parcel 2 to the east is reported separately; ref: GRM/P9010/DS.1, dated July 2019). The proposed end use for Parcel 1 will include private gardens, soft landscaping, and public open spaces.
The Client has provided GRM with an Illustrative Master Plan and a Constraints and Opportunities Plan; both are presented in Appendix B. A Site Location and Boundary Plan is presented in Appendix C
1.2 OBJECTIVES OF THE SITE APPRAISAL
The principal aims of the Phase I Site Appraisal (desk study) are as follows: a) Obtain information, from easily accessible sources, about the soil and groundwater conditions within the area of the site. b) Determine the possible ground related geotechnical and contamination hazards within the site boundaries that may affect the proposed development. c) Provide preliminary development recommendations. d) Provide advice on further works required for the cost-effective reduction of risks to the development and procedures likely to satisfy regulators.
Whilst every effort has been made to pre-empt the likely requirements of the Local Authority and the Environment Agency, they are likely to have specific requirements that will need to be discussed and addressed at a later date.
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2 PHASE I DESK STUDY AND SITE OBSERVATIONS
2.1 INFORMATION SOURCES
In addition to the general sources of information listed in Appendix A (i) the Client has supplied the following information that has been used in the assessment of the site: · The location of the site · Proposed Development Illustrative Masterplan (Parcel 1 & 2). · Tree Survey and Constraints Report. · Constraints and Opportunities Plan.
2.2 SITE DESCRIPTION
2.2.1 Geographical Setting
The site is located approximately 2.4km north from Hailsham Town and 13km north west of Eastbourne Town Centre. The National Grid Reference (NGR) for the approximate centre of the site is TQ 591 121.
The site comprises irregular, roughly rectangular agricultural fields. The site under consideration in this report forms one of two sites (Parcel 1, the western parcel).
The site is generally bordered by fields and is located directly to the south west of Hellingly Country Park. The northern boundaries are formed by hedgerow/trees with residential properties beyond, the eastern boundaries by hedgerows/trees with woodland areas including ponds (part of Hellingly Country Park), residential properties and Hailsham House Care Home beyond, the southern boundaries by hedgerows/trees and New Road with a small pond beyond and the western boundaries by hedgerows/trees and another arable field beyond.
The topography of the site area generally slopes downwards towards the south east. The highest point of the site being along the northern boundary (28m AOD) and the lowest point noted on the north eastern boundary of the smaller field (18m AOD). Steeper ground is present near to the north eastern boundary where the lowest elevation point was recorded and the ground slopes down towards the site boundary and Hellingly Country Park towards a number of ponds.
2.2.2 Site Inspection Observations
The Site Features Plan/General Site Photographs presented in Appendix D illustrate the salient observations made during a site inspection on 10th July 2019.
The site covers an area of 16.4ha and is presently used as arable land; however, cattle watering points were observed at various locations around the fields, suggesting it has also been used as pasture land. Most of the site is separated into two fields; one larger one which makes up the majority of the site, with a smaller field located on the north eastern side of the area. In addition to this there are two small areas on the eastern boundary; one of which is overgrown with a dilapidated building present and the second is an area of long grass with a large woodpile (felled trees
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storage). It should be noted that the overgrown area was not accessible during the walkover.
The two larger fields are separated by a row of semi mature and mature trees. At the time of the walkover both fields were cropped with wheat which was typically between 3ft – 4ft in height. The trees identified along the boundary of the site and including the trees separating the two fields included; oak, sycamore, lime, hawthorn, willow, fir, ash, birch, alder and beech.
A number of animal tracks were observed across the site, and a potential badger set observed close to the boundary in the north east corner of the site near the country park.
A number of services were observed onsite; this includes overhead cables running from the south west boundary to the north west corner, a manhole observed close to the south west boundary (based on slightly stunted growth it is assumed that this runs north south) and a transformer box on utility poles with power cables running into the ground located onsite close to the southern boundary near the entrance onto the site off New Road; the cable route is currently unknown.
It should also be considered that additional ground features might have been present, that were hidden from view by the 3ft to 4ft wheat that was growing at the time of the walkover.
Significant Features identified during site inspection: Arable land – potential historical pesticide use. Trees and potentially cohesive soils – deepened foundations. Potential badger sets – ecological constraints. Services – require diversion; development constraint. Localised steep ground – potential requirement for retaining structures. Ponds – potential receptor for site derived contamination. Overgrown areas – development/investigation constraint; requires clearance. Derelict building – source of contamination and made ground.
2.3 HISTORICAL DEVELOPMENT OF THE SITE
A review of the available historical Ordnance Survey (OS) maps gives an insight into the development of the site and can highlight potential hazards. Extracts of the maps reviewed are provided in Appendix E.
On-site 1875: The site forms parts of various different fields. Two small buildings are noted on-site close to the eastern boundary and are likely associated with the adjacent Park Farm located immediately east of the site. A tree lined footpath/field boundary line on- site, trends towards these buildings from the pond and sluice located immediately north east of the site. A further three footpaths are recorded and trend from Hellingly Village located 750m to the west of the site, towards the fields to the east. Additionally a small strip of land runs through an orchard directly south of Park Farm.
1898/1899: No significant changes recorded.
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1909/1910: A tramway associated with the lunatic asylum and hospital to the north, borders the western boundary of the site. With the exception of the footpath leading to Park Farm, all other footpaths are no longer recorded. An orchard is now recorded within the north eastern field and the orchard to the south of park farm is no longer recorded.
1929: An arbitrary Catchment Area Boundary line labelled as ‘Cuckmere / Old Haven (Pevensey) Bulverhythe Stream’ is recorded across the central area of the site trending north-south and is considered to relate to the Land Drainage Act 1930.
A track/path is recorded to run through the site from the pond to the north east, along the orchard field boundary and towards Park Farm.
1948-1950: No significant changes recorded.
1957-1961: Although the tramway is observed, it is no longer labelled on the map.
1977-1979: The tramway no longer borders the western boundary of the site and is replaced with a track. New field boundaries are recorded within the site area. One of the buildings on the eastern boundary appears to have been replaced with a larger structure.
2002: The field boundaries are no longer recorded and the site becomes a single field.
No further significant changes recorded.
Off-site: 1875: The surrounding site area comprises mixed arable, pasture lands and woodland areas. The nearest woodland area which contains a large pond and sluice, is recorded immediately to the north east of the site and forms part of the existing Hellingly Country Park. The biggest woodland area, labelled as Park Wood, is recorded 500m to the north east. Park Farm containing a number of buildings and a road leading from Park Wood, is recorded immediately east of the site and partially encroaches onto the eastern boundary. A smithy is recorded approximately 120m north west.
An excavation later labelled as ‘old quarry’ can be observed approximately 300m to the east.
A number of other farms/barns are recorded within 500m of the site and there are a number of wells recorded along a unnamed road approximately 600m to the south east close to the village/hamlet of Amberstone. A stream, trending north – south is located 200m east of the site and flows from the pond immediately north east of the site towards the south. A river (Cuckmere River) trending approximately N-S, flows south and merges with a smaller stream approximately 800m west of the site.
1898: A train line (labelled as Tunbridge Wells & Polegate Line) trending N-S with a station, is recorded 460m west of the site. There is a Brick Work recorded 480m south west of the site. A pumping station (labelled as Hailsham Water Works), is recorded 600m to the south east. Pumps are recorded 100m to the north west and south east of the site. Further wells are recorded; two are recorded 200m north of the
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site, one 250m to west, one 450m to the south west, two 480m to the south associated with the brick work and one 600m to the south west.
1908-1910: New Road is established south of the site running east to west and properties are recorded partially to the north of it and located immediately south east of the site. A hospital is recorded immediately to the north and County Lunatic Asylum is recorded 250m to the north west. A tramway splitting from the train line immediately south of the station leads to the asylum and borders the western boundary of the site. A sewage works is noted 350m south west of the site, next to the recorded brick works, and contains six cylindrical holders/tanks.
1929 - 1932: The hospital to the north is relabelled as Park House. The quarry to the east is no longer recorded. Agricultural nurseries are recorded 350m to the west of the site. Another pumping station (forming part of the East Sussex County Mental Hospital), is recorded 300m to the east of the site. Tanks are also shown likely associated with the pumping station.
1948-1950: Hellingly Village is recorded to be expanding, with further residential properties and a large building associated with the train station recorded between 100m and 500m west of the site. The Sewerage and Brick Works to the south west are no longer recorded.
1957-1961: Further expansion of Hellingly Village is recorded to the west. The Asylum is relabelled as Hellingly Hospital.
1977-1979: Further nurseries are established 200m to the south west. The tramway bordering the site and trending to the hospital is replaced with a track. The main train line and the remaining tramway are recorded as dismantled. Further properties are recorded to the south east along New Road and a caravan park is recorded 100m to the south east of the site. The wells to the south east and south west are no longer recorded. A large residential development is recorded 500m to the south west.
2002: The dismantled train and tram lines are replaced with public footpaths. The pump stations are no longer labelled but the buildings are still noted. The agricultural nursery to the west of the site is labelled as Danecroft Nursery. An industrial estate is recorded 80m to the north west of the site. Slight expansion of Hellingly Hospital is recorded at 600m north east of the site. Further properties are recorded immediately north west of the site. Further expansion of the development to the south west is recorded.
2010 to present: Residential Development recorded immediately north of the site replacing most of the Hellingly Hospital buildings. A medical Care home is recorded immediately to the south east of the site. Danecroft Nursery is replaced with residential properties.
The hazards identified are summarised in the table below.
Significant Features identified on OS Maps: Buildings onsite – Source of made ground and potential source contamination. Made ground - potential requirement for deepening of foundations. Dismantled tramline bordering the western boundary - potential source of contamination and ground gases (although 300m distant). Potential for land drains – potential for pathway for site-derived contamination/ GRM/P9009/DS.1.RevA 5 [email protected] www.grm-uk.com
potential source of made ground and ground gases. Stream, ponds, wells surrounding the site – potential receptors. Nearby backfilled unlabelled excavation and quarry – potential source of ground gases. Orchard – potential source of pesticide contamination.
2.4 ANTICIPATED GEOLOGY
The BGS Geological Sheet for this area shows the site to be underlain by:
· Superficial River Terrace Deposits of sand and gravel are recorded to be present on the western boundary. The majority of the site central, northern, southern and eastern areas do not record any superficial deposits. · Tunbridge Wells Sand Formation comprising siltstone, mudstone and sandstone is recorded across the majority of the site. Bedrock of the same name which comprises of solely mudstone is recorded to be present in the southern area of the site. · Localised made ground anticipated based on historical land use of the site; specifically on the eastern boundary. · The BGS record three boreholes located approximately 220m to 250m to the east; they record alluvial clays over the Tunbridge Wells Sand Formation which is recorded as predominantly clay in the upper horizons. The BGS boreholes are presented in Appendix F.
Significant Features identified from geological data: Potential cohesive strata (weathered mudstone) – deepened foundations in association with trees. Variable strata – potential requirement for reinforcement. Made ground – potential requirement for deepening of foundations and source of contamination.
2.5 HYDROGEOLOGICAL INFORMATION
No detailed information regarding the depths to groundwater onsite is available, the closest reference to the groundwater is from boreholes that are >200m from the site. The three BGS boreholes record ground water to be between 20m to 26m below existing ground level (begl), however, the groundwater level is likely to be subject to seasonal variations.
The Environment Agency has classified the underlying superficial (River Terrace) and bedrock strata (Tunbridge Wells Sand Formation) as Secondary A aquifers. The mudstone of the Tunbridge Wells Sand Formation located on the south of the site is classified as unproductive strata
There are two recorded historical groundwater abstraction licences within 500m of the site and these include; one 267m to the east (a well at Hellingly) and two 436m to the north west which were recorded to be for horticultural workings. Due to the distance, these are not considered to be viable receptors of site derived contamination.
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The site is not recorded to be within a Groundwater Source Protection Zone.
Significant Features identified from hydrogeological data: Secondary A Aquifer – potential receptor for site derived contamination.
2.6 HYDROLOGICAL INFORMATION
Local surface water features include: · An unnamed stream is recorded 45m to the north east of the site flowing to the south east. · Two ponds are present close to the north eastern boundary (as little as 4m away).
There are no nearby surface water abstraction licences.
Significant Features identified from hydrological data: Ponds to the north east – receptor for site derived contamination. Unnamed stream – receptor for site derived contamination.
2.7 FLOOD RISK
The BGS suggests the site is within 50m of an area of potential groundwater flooding related to Superficial Deposits Flooding (shallow unconsolidated sedimentary aquifers overlying unproductive aquifers).
A Phase II ground investigation would provide information on the local groundwater regime so that the risk can be assessed by the projects infrastructure engineer. Any risk associated with the groundwater regime should be catered for within the development infrastructure design.
Although the site is within 250m of an indicative fluvial floodplain, the Environment Agency’s Internet based flood risk maps suggest there is no risk from river flooding.
A Flood Risk Assessment is required for this site as it is over 1ha in size.
Significant Flood Risk Features identified: Site in excess of 1ha – Flood Risk Assessment required.
2.8 MINING
2.8.1 Coal
The site is not within an area recorded to require a Coal Authority mining report, and no shallow coal seams are recorded, therefore, the risk from coal mining is considered to be negligible.
2.8.2 Brine
The site is not within the area defined by the Brine Compensation Board.
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2.8.3 Oil And Gas
GRM have conducted an on-line search, which has shown that the Oil and Gas Authority does not record the site to be within an on-shore licence area.
Significant Mining Risks: None.
2.9 QUARRYING
A quarry is recorded between 1975 and 1910 approximately 300m to the east. Due to the distance this poses a negligible risk to the site.
Significant Quarrying Risks: None.
2.10 MINERAL RESOURCE PROTECTION
The BGS Aggregate Safeguarding Map/Plan has been used to provide an initial assessment of the known reserves of aggregates in the area of the site.
Overall it is considered unlikely that the site is underlain by significant and easily exploitable reserves of sand and gravel and so a detailed Mineral Risk Assessment is unlikely to be required. However, this should be confirmed with the Minerals Officer.
Mineral Risk Assessment: None.
2.11 ENVIRONMENTAL INFORMATION
An Environmental Report has been acquired for the site. The full report is presented in Appendix G. A summary of the relevant information not included elsewhere in this report is presented below:
Historic landfill recorded 13m to the north east of the site, licenced to accept commercial and household waste. First recorded in 1950 and last recorded in 1959, but the licence was not surrendered until January 1996. Enquiries have been made to the environment agency and a response is awaited
Nearby recorded pollution incidents include construction and demolition waste being dumped 35m to the south of the site. However as the material was inert and is no longer present, it is not considered to posed a risk to the site or end users.
Significant Features identified from Environmental data: Landfill site recorded close to site – potential source of ground gas.
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2.12 ARCHAEOLOGY
Archaeological information has not been sought as part of this desk study and has not been identified as an issue by the Client. Some Local Authorities require at least an initial archaeological appraisal for development sites. GRM can undertake such appraisals if required. Archaeological investigations occasionally reveal ground- related problems from ancient times (prior to the 1st Edition OS maps) and can occasionally cause foundation and contamination development hazards.
Archaeological Hazards: Not assessed.
2.13 INVASIVE PLANT SPECIES/ECOLOGY
GRM is not a specialist in this topic and has not conducted such a survey; however, we will endeavour to report easily recognisable issues such as Japanese Knotweed, Giant Hogweed, badger sets etc, when seen on site.
During the walkover a number of tracks were observed onsite and a potential badger set was observed on the north east boundary of the site.
It should be noted that not all vegetated areas were accessible during that walkover and various issues could have been missed. It is recommended that an ecological specialist be consulted.
Invasive Plant Species/Ecological Hazards: Potential badger set.
2.14 RADON ASSESSMENT
The site has been assessed following the guidelines in ‘Radon: guidance on protective measures for new dwellings’ (BR211 2015). The site is not within an area recorded to require radon protection measures.
Radon Hazard: No radon protection required.
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2.15 SUMMARY OF POTENTIAL GEOTECHNICAL/GENERAL HAZARDS
Potential geotechnical/general hazards have been identified in earlier sections and are summarised below.
Potential Hazard Potential Consequence Action Existing buildings (on Demolition required – Danger to personnel eastern boundary) Health & Safety guidelines Inform relevant parties for Live services Danger to personnel disconnection / diversion Deepened Previous buildings foundations/buried Ground investigation structures
Variable strata Deepened foundations Ground investigation
Ground investigation, Shrinkable clay/trees Deepened foundations plasticity testing/tree survey
Potential requirement for Slopes recorded onsite Risk of slope failure slope stability assessment and/or retaining features.
Potential sources, pathways and receptors are summarised in the Phase I Conceptual Model in Section 3, which is based on current relevant guidance, the principles of which are set out in Appendix A (iii).
2.16 CONTAMINANTS OF CONCERN
In addition to the general contaminants listed in Appendix A (ii), the following site specific contaminants have been identified: · Pesticides associated with historical orchard and agricultural land use. · Made ground associated with historical road, pathways and tramway. · Asbestos associated with demolition of derelict building (localised to eastern boundary).
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3 PHASE I CONCEPTUAL SITE MODEL
HUMAN HEALTH Source Pathway Receptor Level of Risk Indoor and outdoor inhalation of soil dust, the ingestion of, and dermal End users. Potentially contaminated natural /made contact with, contaminated soil and soil ground associated with historical land dust, ingestion of vegetables that have Very Low. use. taken up contamination and contaminated soil attached to Construction and Maintenance vegetables. Workers.
Negligible (0-1%), (Public Health England) Natural strata. Inhalation of Radon End users. Radon Protection Measures not required.
Made ground / landfill (13m north east). Moderate Inhalation of ground gas. End users. Natural strata. Very Low.
Asbestos containing materials Construction and Maintenance Inhalation of asbestos fibres. Very Low (not observed). associated with buildings. Workers.
Potentially contaminated natural /made ground associated with historical land Water pipes. End users. Very Low. use.
CONTROLLED WATERS Leaching of contaminants and vertical Secondary A Aquifer. Very Low. Potentially contaminated natural /made migration to the groundwater. ground associated with historical land use. Leaching of contaminants and lateral Nearby unnamed steam and ponds. Very Low. migration to surface waters.
GRM/P9009/DS.1.RevA 11 GRM
4 CONTAMINATION / REMEDIATION RECOMMENDATIONS
The risk from ground contamination is considered very low. The risk from ground gas is considered to be very low to moderate (offsite risk from adjacent landfill). Prior to development a ground investigation will be required, the scope of which is outlined in Section 6. At this stage, based on the desk study information available, it is considered that allowance be made for the following: · Localised upgraded water pipes (protecta line or similar). · Gas protection measures comprising under floor venting (i.e. beam and block floors), suitable gas barrier membrane, fully sealed around service entries and extended across cavities – specifically within close proximity to adjacent landfill. · Source removal of localised contamination (pesticides / asbestos) and/or a suitable capping system in landscaped areas.
5 PRELIMINARY GEOTECHNICAL ASSESSMENT
It should be noted that the following comments and recommendations are based on the findings of this desk study which may not give a true indication of a soils actual engineering properties (i.e. stability, mass structure etc). Prior to development a ground investigation will be required to confirm the initial recommendations outlined below, the scope of which is outlined in Section 6. However, at this stage based on the desk based information available it is considered: · The ground conditions are likely to comprise weathered siltstone, mudstone or sandstone across the majority of the site with superficial sands and gravels recorded close to the western boundary. Observations near the stream east of the site suggest rock is present at approximately 2.5m whilst historic boreholes record rock quality strata between 28ft (8.5m) and 65ft (19.8m). · Providing deep made ground and/or soft or loose materials are not present the site may be suitable for the use of traditional trench or pad foundations. · Due to the suspected presence of cohesive soils and the presence of trees, particularly around the margins of the site, allowance should be made for deepening foundations in accordance with NHBC standards. Based on the constraints and opportunities plan, many of the plots are situated away from the site boundary, so it is estimated that around 5% to 10% may require deepening. This will require re-assessing following the production of a more accurate proposed development plan and a ground investigation. · Providing deep made ground and / or soft or loose materials are not present the site may be suitable for the use of ground bearing slabs; however, due to the potential requirement for gas protection measures an allowance should be made for the use of suspended floors. · Overly aggressive ground conditions are not expected and standard concrete should be suitable for the development. · Given the anticipated geology the adoption of a soakaway drainage system is considered possible.
GRM/P9009/DS.1.RevA 12 GRM · Given the anticipated geology CBR values of between 2% and 5% are considered likely.
GRM/P9009/DS.1.RevA 13 GRM
6 FURTHER INVESTIGATION
A Phase II ground investigation is recommended to determine more accurately the effect of the identified hazards on the development. Initially, this should include: · A ground investigation designed to BS10175:2011 and BS5930:2015; comprising window sampling and trial pitting, will be required to confirm ground conditions and collect samples for analysis. · Chemical analysis of soils followed by risk assessment so that the risk to human health and controlled waters can be determined. · Based on the Phase I Conceptual Model (Section 3) the ground gas risk has been assessed as very low to moderate. A ground gas investigation designed to current guidance will be required to determine the ground gas regime beneath the site and allow any necessary mitigation measures to be recommended. At this stage an initial allowance for up to fortnightly visits over a period of between two and six months should be made to assess potential liabilities. · Geotechnical soils testing of the founding strata to assess its character and suitable grades of buried concrete. · Soakaway testing for drainage design.
Following your review of this document, a copy of it should be submitted to the Planning Department of the Local Authority for comment and approval prior to any ground investigation works being undertaken, as this is often a condition of planning.
7 CONCLUSIONS
This Phase I Site Appraisal has shown the site is suitable for the proposed development, assuming compliance with all the recommendations contained within this report.
GRM/P9009/DS.1.RevA 14 A P P E N D I X
A
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
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Fax: 01283 211968 www.grm-uk.com GRM GENERAL APPRAISAL COMMENTS i INFORMATION SOURCES
Where available the following sources have been used for the identification and assessment of potential ground hazards: Relevant British Standards British Geological Survey (BGS) Geology Map Scale 1:10,000 for local area British Geological Survey (BGS) Geology Map Scale 1:50,000/1:63,320 BGS Memoir BGS Borehole Records BGS online viewer: http://www.bgs.ac.uk/data/mapViewers/home.html Environment Agency Groundwater Vulnerability Maps Historical Ordnance Survey (OS) Maps Environmental Data Report Environment Agency Website: http://www.environment-agency.gov.uk/ Guidance for the Selection of Water Supply Pipes to be used in Brownfield Sites, UKWIR, 2010. Coal Authority Records / Coal Mining Report DEFRA/Environment Agency Contaminated Land publications and DoE Industry Profiles BRE Guide BR211 (2015), ‘Radon: Guidance on protective measures for new buildings’ HPA-RPD-033 (2007), ‘Indicative Atlas of Radon in England and Wales’ PHE-CRCE-032 (PHE, 2017), Radon in Homes in England: 2016 Data Report CIRIA C665 ‘Assessing risks posed by hazardous ground gases to buildings’ BS8485:2015, ‘Code of Practice for the design of protective measures for methane and carbon dioxide ground gases for new buildings’ Other technical references used throughout this document are detailed in the text. ii CONTAMINANTS OF CONCERN
The DoE Industry Profiles are normally used to assess likely contaminants from past land use and potential nearby industrial sources. For land uses where no profile is available, likely contaminants of concern are selected by GRM based on past experience of similar sites, a general screening suite of contaminants covered by CLEA and common contaminants from the Industry Profiles.
Arsenic Copper Water soluble sulphate Cadmium Nickel PAH (polycyclic aromatic hydrocarbons) Chromium Zinc Lead Phenols Mercury cyanide (total) Selenium pH
Asbestos and PCBs are listed in the vast majority of profiles. PCBs are listed as the profiles expect electricity substations and switch boxes on all industrial sites. There is the potential for asbestos containing material to be mixed up with made ground, following any demolition works.
GRM/General Appraisal Comments/Apr18 i GRM iii CONCEPTUAL MODEL METHODOLOGY
The consideration of contamination is based upon the principles of risk assessment, using the ‘source- pathway-receptor’ model in order to establish the presence, or potential presence, of a pollutant linkage.
To create a risk, contamination must have the potential to cause harm to susceptible targets or receptors such as humans, the water environment or the built environment. The potential for harm to occur requires three conditions to be satisfied to form a pollutant linkage: The presence of substances that may cause harm (SOURCE). The presence of a target which may be harmed (RECEPTOR). The existence of a plausible migration route between the source and the receptor (PATHWAY).
In the absence of a plausible pollutant linkage there is no risk. Where a potential linkage is identified in order for it not to pose a risk to the identified receptor it must be broken. iv INTRUSIVE INVESTIGATION SAMPLING METHODOLOGY
The ground investigation (including fieldwork, sampling, monitoring and laboratory analyses) has been designed to identify and assess potential ground related problems and to allow cost effective solutions to be advised. It has been planned on the basis of the desk study, site inspection and the proposed development layout (where available). All fieldwork and soil descriptions were carried out in general accordance with relevant British Standards.
The exploratory holes have been positioned and advanced to depths to determine the general ground/groundwater/gas conditions below the site. A general grid pattern has been adopted, where possible, to provide sufficient information based on the current proposed layout scheme. Some holes have been targeted at particular hazards identified in the Phase I assessment. The resultant exploratory hole density is considered to be commensurate with the complexity of the site conditions and detail of information required for this phase of the investigation. v GROUND GAS RISK ASSESSMENT METHODOLOGY
Gas monitoring programmes undertaken by GRM are designed to broadly comply with the recommendations outlined in CIRIA Report C665 ‘Assessing risks posed by hazardous ground gas to buildings’ (2007) and BS8576 ‘Guidance on Investigations for ground gas – Permanent gases and Volatile Organic Compounds (VOCs) (2013).
To assess the risks posed by ground gases such as radon, carbon dioxide and methane, the relevant current guidance has been used. For radon the site has been assessed following the guidelines in ’Radon: guidance on protective measures for new dwellings (BR211: 2015)’. For methane and carbon dioxide the primary guidance document used to determine if protection measures are required is BS8485:2015 Code of practice for the design of protective measures from methane and carbon dioxide ground gases for new buildings. This uses hazardous gas flow rates (Qhg), which are gas concentrations multiplied by borehole flow rates, to derive a Gas Flow Rate (GSV) for the site. The gas regime is then determined based on the GSV and other limiting factors such as gas concentrations.
Where flow is not recorded during the monitoring a default flow rate of 0.1l/hr will be used in the assessment to produce a positive result. vi HUMAN HEALTH RISK ASSESSMENT METHODOLOGY
Guidance contained in the Environment Agency’s CLEA Reports has been used to assess the risks posed to human health.
For residential developments that include domestic gardens the default Tier 1 Assessment Criteria (TAC) for ‘residential land with plant uptake’ are used, i.e. a female with a start age class of one and an end age class of six. All pathways are considered including the consumption of home-grown vegetables.
For residential developments that do not include domestic gardens the default Tier 1 Assessment Criteria (TAC) for ‘residential land without plant uptake’ are used, i.e. a female with a start age class of
GRM/General Appraisal Comments/Apr18 ii GRM one and an end age class of six. All pathways are considered except the consumption of home-grown vegetables. For commercial/industrial developments the default Tier 1 Assessment Criteria (TAC) for ‘commercial/industrial’ are used, i.e. a female with a start age class of sixteen and an end age class of eighteen. All pathways are considered except the consumption of home-grown vegetables.
The TAC used by GRM include Category 4 Screening Levels (C4SLs) published by DEFRA, values calculated by GRM using the CLEA v1.071 risk assessment, and values and Suitable for Use Levels (S4UL) developed by LQM/CIEH. The TAC used in the assessment are selected based on the lowest site specific SOM values returned as part of the chemical analysis.
Where soil chemical analysis results are found to exceed the TAC, Site-Specific Risk Assessments may be undertaken using the CLEA v1.071 risk assessment software using the age classes and pathways described above. vii RISK TO SITE WORKERS – GENERAL COMMENTS
The risks to site workers are similar to those posed to site end users, although likely to be less severe due to the site workers’ shorter exposure to the identified contamination. However, site workers (particularly groundworkers) are more likely to come into direct contact with contaminated soils due to the nature of their work. On this basis ground and construction workers should be provided with basic Personal Protective Equipment based on the site’s general health and safety risk assessment, but including as a minimum safety footwear, gloves and overalls.
A site specific risk assessment should be carried out for all hazards identified within the ground investigation in accordance with current health and safety legislation. This assessment should identify any measures required to further reduce risks i.e. providing further Personal Protective Equipment, welfare facilities and if necessary preventing access to certain areas.
Demolition and dismantling of existing structures on the site must be carried out to a safe and acceptable standard, in accordance with current UK guidance and best practice. Whilst not ground related, asbestos and hazardous substances surveys should be conducted prior to any demolition.
Any unusual colours, odours and suspicious ground should be reported immediately to site management and then GRM.
Whilst this appraisal has considered the long-term effects of contamination, GRM can also help during the formulation of Health and Safety documentation, if required. viii CONTROLLED WATERS RISK ASSESSMENT METHODOLOGY
Where the desk study and fieldwork do not reveal a potential source of contamination no leachate or groundwater testing will be performed. Where a potential source is identified the testing will comprise leachate testing on the material considered most likely to pose a risk, groundwater testing will be undertaken if water is present at shallow depth.
The UK Drinking Water Standards (UKDWS) or Environmental Quality Standards (EQS) are usually adopted for comparison with the leachate/groundwater test results. When the most sensitive receptor is considered to be the aquifer (groundwater) UKDWS will be adopted as the Initial Tier 1 screening values. Where the most sensitive receptor is a surface water feature the EQS values will be used as Initial Tier I Screening values. ix CONSTRUCTION MATERIALS RISK ASSESSMENT METHODOLOGY
The ‘screening levels’ adopted for the assessment of risk to construction materials are taken from the following documents: UK Water Industry Research (UKWIR) Contamination thresholds for sub-surface water pipes, for the protection of buried pipes. Building Research Establishment (BRE) Special Digest SD1 (2005), ‘Concrete in Aggressive Ground’, for the protection of buried concrete.
GRM/General Appraisal Comments/Apr18 iii GRM x WASTE DISPOSAL, SITE WASTE MANAGEMENT PLANS AND MATERIAL MANAGEMENT PLANS
Under current Waste Management Regulations, waste soil materials produced from the site will require characterisation to enable it to be disposed of correctly.
The chemical analysis results included in this report should be provided to the relevant landfill operators to establish the characterisation of the waste, confirm its suitability for landfill disposal and provide estimated costings. If material is classified as hazardous, then the site will need to be registered with the Environment Agency prior to the movement of the waste. Depending on the receiving landfill’s current permit, further chemical analysis, incorporating Waste Acceptance Criteria (WAC) leachate analysis, may be required.
All materials removed from the site will be classified as ‘waste’ and therefore must be removed by a suitably licensed carrier of waste. This applies whether or not the waste is contaminated. All waste removed to landfill will attract Landfill Tax.
The developer/builder is likely to be classed as the waste producer and therefore, has a duty of care to ensure that all waste is disposed of appropriately. This includes ensuring the waste carrier is licensed and disposes of the waste to a suitably licensed landfill site. They are also required to keep a paper trail from ‘cradle to grave’ including copies of the waste disposal tickets.
Efficient materials management on site is recommended as it can lead to significant cost savings when compared to the traditional side casting or single stockpile of arisings. GRM can assist in the production of Material Management Plans under the CL:AIRE Definition of Waste: Code of Practice. The DoWCoP enables:
The direct transfer and re-use of clean naturally occurring soil materials between sites, and The re-use of both contaminated and uncontaminated materials on their site of origin and between sites within defined Cluster projects.
GRM can also undertake the role of Qualified Person and submit the DoW CoP project Declaration.
Likewise making the site as volume neutral as possible will reduce the costs of development. Whilst not a statutory requirement, Site Waste Management Plans allow better waste management practices, help to reduce the amount of waste produced and identify best environmental disposal options. Implementing a Site Waste Management Plan (SWMP) can reduce costs (increasing business profits) and maximise resource efficiency. xi GEOTECHNICAL ASSESSMENT GENERAL COMMENTS
Where finished floor levels of proposed structures have not been provided by the Client, then for the purposes of initial assessment, GRM will assume that finished levels will not vary appreciably from the existing ground levels. If the depths of any underground engineering works (i.e. sewers, pumping stations etc.) are unknown they will not be taken in to account in the assessment and it will be assumed that any such works will not compromise foundation or ground stability.
Should the development proposals or finished levels be different from these assumptions then the comments/recommendations in the Geotechnical Assessment may require revising.
It should be noted that the results of window sampling and/or cable percussive boreholes may not give a true indication of a soils actual engineering properties (i.e. stability, mass structure etc). GRM consider that that prior to development trial pitting should be undertaken to confirm the recommendations in the Geotechnical Assessment. xii GEOTECHNICAL ASSESSMENT – ENGINEERING GROUND TREATMENT
Near surface soils have the potential to be disturbed by weathering and site traffic. Precautions should always be taken to avoid this, as excessive disturbance may leads to more onerous floor slab designs, road cap thickness and increased amounts of off-site disposal etc.
GRM/General Appraisal Comments/Apr18 iv GRM Near surface soils may need treatment or reinforcing to allow safe movement of construction plant and labour. An assessment by the contractor should be undertaken once the type of machinery/plant needed to complete the development is known. xiii GEOTECHNICAL ASSESSMENT – EXCAVATIONS
Excavation instability (over-break) can result in damage to existing services or structures (e.g. foundations, roads or boundary walls/fences) both on and off-site, as well as increased foundation concrete costs. In order to minimise this, all excavations deeper than 1.2m deep (or any excavation within 1.5m of any existing structure or service) should be supported. Full support should be provided to the full depth of all near vertically sided excavations in made ground, soft and very soft clays and granular soils. A reduction to intermediate support should be acceptable within firm and stiffer natural clays.
Wherever possible, man entry into excavations should be prevented; however, where this is not possible, entry to, and time spent in, excavations should be kept to a minimum.
The build program should be tailored to reflect the impact that deep excavations through potentially unstable strata can have on adjacent properties, so that they are not undermined.
All excavations on site should be in accordance with HSE guidelines and stability should be practically maintained at all times. Reference should be made to HSE construction information sheet No. 8 (Revision 1) ‘Safety in Excavations’.
Care should be taken to ensure that falls from excavation faces do not adversely affect the integrity of foundation concrete.
If contaminated water enters excavations it should be removed and transported to an appropriate treatment facility by a suitably licensed carrier before construction begins. xiv GEOTECHNICAL ASSESSMENT – SUBSTRUCTURES
Where practicable, existing buried construction should be fully removed; however, if this is not practicable all new foundations should be carried down to fully penetrate it and it should be broken well away from all new structures.
There may be existing structures and/or infrastructure in close proximity to the proposed development. New build foundations may be constructed next to pavements with existing underground services beneath them, or excavations may be required near existing footings associated with adjacent properties. These potential hazards need to be taken into consideration when designing foundations and the groundworker needs to be made aware of their potential impact during the redevelopment works. Foundations close to existing underground services or buildings may require alternative foundation techniques (such as piling) to protect the integrity of these structures.
The contractor for the works should carry them out in such a fashion so as to not cause excessive overbreak, concrete usage or undermine existing buildings/roads/ services that are to be retained. xv GEOTECHNICAL ASSESSMENT – SOAKAWAYS
Soakaway testing in trial pits by GRM is broadly carried out in accordance with BRE DG 365 (2016). The testing comprises the excavation of a test pit to a suitable depth, and the placement of water into the pit. The level of water present is then monitored over time. For borehole installations, the permeability testing (falling head/rising head) is undertaken in accordance with BS5930.
If it is decided to proceed with the use of soakaway drainage, then the following general points should be noted: Soakaways should not be placed so that water can be discharged through potentially contaminated made ground. The Environment Agency may require soakaways to be sealed systems such that only roof run off falls to soakaway.
GRM/General Appraisal Comments/Apr18 v GRM Interceptors are likely to be required for soakaways for highway drainage. The adopting authority for the highways should be consulted at the earliest opportunity regarding the use of soakaways for highways drainage. Consideration of site levels and slopes should be taken into account during the design. The construction of all soakaways should be in accordance with the current building regulations. Soakaways should not be placed within 5m of a proposed building. Placement of soakaways needs to be considered so as to avoid ponding of water down slope. The base of a soakaway should not be below the highest recorded water level. The Environment Agency prefer 1m of dry soil to be present between the base of a soakaway and the water table to provide attenuation for contamination. xvi GEOTECHNICAL ASSESSMENT – FOUNDATIONS
If soft or hard spots are encountered during foundation excavation then they should be replaced with suitably compacted material or the footings deepened to suitable strata, to avoid differential settlement.
If strata of differing bearing character (e.g. sand and clay) are encountered at foundation levels within the excavations for a single plot then the excavation depths should be altered as appropriate to ensure the foundations rest on a single stratum, or strata that will not induce differential settlement. Where this is impractical then GRM should be contacted to assess a reinforced concrete detail or an alternative foundation solution (e.g. piles or vibro-replacement).
GRM/General Appraisal Comments/Apr18 vi GRM NOTES ON LIMITATIONS General GRM Development Solutions Limited has prepared this report solely for the use of the Client and those parties with whom a warranty agreement had been executed, or with whom an assignment had been agreed. Should any third party wish to use or rely upon the contents of the report, written approval must be sought from GRM Development Solutions Limited; a charge may be levied against such approval. GRM Development Solutions Limited accepts no responsibility or liability for: a) the consequences of this document being used for any purpose or project other than for which it was commissioned, and b) the consequences of this document being used by any third party with whom an agreement has not been executed.
Phase I Environmental Audits/ Desk Studies The work undertaken to provide the basis of this report comprised a study of available documented information from a variety of sources (including the Client), together with (where appropriate) a brief walk over inspection of the site and meetings and discussions with relevant authorities and other interested parties. The opinions given in this report have been dictated by the finite data on which they are based and are relevant only to the purpose for which the report was commissioned. The information reviewed should not be considered exhaustive and has been accepted in good faith as providing true and representative data pertaining to site conditions. Should additional information become available which may affect the opinions expressed in this report, GRM Development Solutions Limited reserves the right to review such information and as considered necessary and appropriate to modify the opinions accordingly. It should be noted that any risks identified in a Phase 1 report are perceived risks based on the information reviewed; actual risks can only be assessed following a physical investigation of the site.
Phase II Environmental Audits (Contamination Investigations) The investigation of the site has been carried out to provide sufficient information concerning the type and degree of contamination, ground and groundwater conditions to allow a reasonable risk assessment to be made. The objectives of the investigation have been limited to establishing the risks associated with potential human targets, building materials, and controlled waters. The amount of exploratory work and chemical testing undertaken has necessarily been restricted by the short timescale available, and the locations of exploratory holes have been restricted to the areas unoccupied by the building(s) on the site and by buried services. A more comprehensive investigation may be required if the site is to be redeveloped as, in addition to risk assessment, a number of important engineering and environmental issues need to be resolved. For these reasons if costs have been included in relation to site remediation these must be considered as provisional only and must, in any event, be confirmed by a commercial adviser. The exploratory holes undertaken, which investigate only a small volume of the ground in relation to the size of the site, can only provide a general indication of site conditions. Whilst exploratory testing is intended to gain an accurate representation of the site, the very nature of sampling and testing is such that it cannot ensure that all localised conditions are detected The risk assessment and opinions provided take in to consideration, inter alia, currently available guidance relating to acceptable contamination concentrations; no liability can be accepted for the retrospective effects of any future changes or amendments to these values.
Phase II Geo-environmental Investigations (Combined Geotechnical and Contamination Investigations) The investigation of the site has been carried out to provide sufficient information concerning the type and degree of contamination, geotechnical characteristics, and ground and groundwater conditions to provide a reasonable assessment of the environment risks together with engineering and development implications. If costs have been included in relation to site development a commercial adviser must confirm these. The exploratory holes undertaken, which investigate only a small volume of the ground in relation to the size of the site, can only provide a general indication of site conditions. The opinions provided and recommendations given in this report are based on the ground conditions apparent at the site for each of the exploratory holes. There may be exceptional ground conditions elsewhere on the site which have not been disclosed by this investigation and which have therefore not been taken into account in this report. The comments made on groundwater conditions are based on observations made at the time the site work was conducted. It should be noted that groundwater levels will vary owing to seasonal, tidal and weather related effects. The scope of the investigation was selected on the basis of the specific development proposed by the Client and may be inappropriate to another form of development or scheme. The risk assessment and opinions provided take in to consideration, inter alia, currently available guidance relating to acceptable contamination concentrations; no liability can be accepted for the retrospective effects of any future changes or amendments to these values.
GRM/General Appraisal Comments/Apr18 vii A P P E N D I X
B
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com
FB Key N Draft Application Boundary - TBC (HN1C - 16.50ha / HN1D - 40.18ha)
Land Within Client Ownership - TBC GROVE HILL
Building (Existing Residential)
Building (Existing Non-Residential)
Existing Agricultural Land
Watercourse
Contours (1M Intervals)
DRIVE Steeper than 1:7 THE (Total - HN1C 0.09ha / HN1D - 1.24ha) 1:7 to 1:10 (Total - HN1D - 4.04ha)
1:10 to 1:12 (Total - HN1C 0.2ha / HN1D - 4.25ha)
Localised views to Oast House (Long range Pond Sports Facility Solar Panels views to be preserved where possible) Acess and Movement
Hailsham Cricket Club Potential Vehicle Site Access
29.0 31.0.0.0 Potential Emergency Site Access
29.0 Potential Pedestrian Site Access 30.0
28.0 30.0 27.0 27.0 28.0 Potential Informal Pedestrian Connection 29.0 29.0 31.01.0.00 28.0 28.0 Bus Stop 26.0 28.0
26.0 27.0 30.0 0 Public Right of Way
27.0 26.0 0 29.02 27.0 ..0
27.0 Pondo Cuckoo Trail 28.
22.. 25.0 22.0 27. 27.0 .00 26.0 25.0 23.0 26.0 26.0 Yvonnes Gate Footpath
24.0 21.0
25.0 26.0 22.0
27.0 24.0 25.0 Landscape and Ecology 19.0 21.0
23.0 25.0 23.0 2 PARK ROAD 26.0 24.0 23.0 Ancient Woodland (With 15m 18.0 25.0 21.0 PondP 20.0 20.0 24.0 26.0 22.0 and 50m buffer) .0
0.0 22.0 22.0 20.020 24.0 22.0 21.0
26.0 23.0 19.0 Flood Zone 2
19.0 19.0 23.0 25.0 20.0 23.0 18.0 25.0 24.0 18.0 21.0 Local Wildlife Site 24.0 21.0 16.0 18.0 17.0 20.0 22.0 25.0 15.0 21.0 22.0 23.0
17.0 20.0 Suggested Landscape Offset 20.0 23.0 Issues 19.0 STATION ROAD 16.0 24.0
19.0 19.0 13.0 24.0 21.0 16.0 Hellingly Country Park 14.0
15.0 20.0 24.0 18.0 18.0 15.0 23.0 23.0 14.0 BalancingBalanlanc Pond Existing Vegetation 1 22.0 21.0 NEW ROAD 20.0 19.0 19.0 13.0
14.0
20.0 17.0 23.0 13.0 Existing Woodland 2 18.0 23.0 22.02 17.0 16.0 14.0 15.0 12.0 23.0 23.0 16.0 21.0 19.0 22.0 15.0 Area of Play (Including proposed play) 13.0 18.0
Drain 22.0 PondPoond 14.0 12.0 17.0 13.0 Hailsham Cricket Club
22.0 16.0 12.0 11.0 15.0 14.0 Drain Badger sets 22.0 Drain 22.0 13.0 11.0 PondP 10 22.0 12.0 .00 11.0 Heritage
Balancing Pond 22.0 Listed Building NEW ROAD 22.0
11.0 Technical and Utilities
10.0
.0
0 22.0 0.0 Existing Overhead Cables To Be Buried 10.0 Sluiceicice Or Diverted (Awaiting conformation) Notes:
10.0 17.0 Hailsham Development 1. Mapped from topographic survey 0.00 11.01 Boundary 2. Mapped from aerial imagery SuSSussssexss x PlantsP 12.0
13.01
0
14.0
shamm HouseHouse 18.0
10.0 16.0 e HHomeme 15.0
15.0
16.0 17.0 14.0 client
18.0 17.0 16.0
NEW ROAD 12.0 12.0 Catesby Estates plc 13.0 11.0 15.0 13.0
14.0
PARK ROAD 14.0 15.0
16.0 9.090 13.0 project title
11.0 12.0
0
18.0
9.0 Hellingly, Hailsham 17.0 FBF
13.0 12.0
11.0 10.0
LB 10.0 11.0
14.0
9.0
15.0 0
9.0 18.0 16.0 drawing title HN1C - Constraints and Opportunities TCB
12.0 11.0
17.0
9.0 10.0
13.0 10.0 11
14.0
15.0
Drain NEW ROAD date 16th May 2019 drawn by OS Pumping Station Drain drawing number edp3718_d008 checked CG scale 1:2500 @ A1 QA WD/2013/0637 Current Development Site Approved School AApplication Site Proposed Residential Site
Drain
Balancing 0 110000mm Pond
Drain
ain Registered office: 01285 740427 - www.edp-uk.co.uk - [email protected] © The Environmental Dimension Partnership Ltd. © Crown copyright and database rights 2019 Ordnance Survey 0100031673 A P P E N D I X
C
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com DO NOT SCALE NOTES:
Site Boundary
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: BP2 Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Site Location Plan
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN :by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 1
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X
D
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com DO NOT SCALE NOTES:
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Site Features Plan
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 2
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X
E
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com 1250_1_21250_0_1_20_ 1250_2_2 1250_3_2125050_3_250
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Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf LS_1_2_2 LS_2_2LS_2_2_22_
LS_1_1LS__1_1_1 LS_2_1LS Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
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Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
Map Name: -3,27#0'#1 Map date: t|ts Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
Map Name: -3,27#0'#1 Map date: t|vu Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVt Grid Ref: xx{{y|Atttywx
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Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
Map Name: -3,27#0'#1 Map date: t|vu Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
Map Name: 2'-, * 0'" Map date: t|zv Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
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Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
Map Name: 2'-, * 0'" Map date: t||v Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
Map Name: 2'-, * 0'" Map date: t||x Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVtVu Grid Ref: xx{{y|Attuuzt
Map Name: 2'-, * 0'" Map date: t||x Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
Map Name: -3,27#0'#1 Map date: t{|| Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
Map Name: -3,27#0'#1 Map date: t|ts Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
Map Name: -3,27#0'#1 Map date: t|vu Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
Map Name: 2'-, * 0'" Map date: t|zv Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVt Grid Ref: xx|w|xAtttywx
Map Name: 2'-, * 0'" Map date: t|zw Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
Map Name: -3,27#0'#1 Map date: t|ts Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
Map Name: -3,27#0'#1 Map date: t|vu Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
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Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
w
Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{VVuVu Grid Ref: xx|w|xAttuuzt
Map Name: 2'-, * 0'" Map date: t||v Scale: tBuAxss
Printed at: tBuAxss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAxys
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAsss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
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Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
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Printed at: tBtsAsss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf Site Details:
0!#*tA #**',%*7A A '*1& +A 12311#6Auz
w
Client Ref: VxxwzsyVzwxyv{ Report Ref: RxxwzsyVzwxyv{ Grid Ref: xx|t{vAttt|x|
Map Name: 2'-, * 0'" Map date: ustw Scale: tBtsAsss
Printed at: tBtsAsss
Produced by Groundsure Insights www.groundsure.com
Supplied by: www.emapsite.com [email protected]
© Crown copyright and database rights 2019 Ordnance Survey 100035207 Production date: s|3*7ust|
Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf A P P E N D I X
F
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com DO NOT SCALE NOTES:
Site Boundary
Historic Borehole Location
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Historical BGS Borehole Locations
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 3
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 DO NOT SCALE NOTES:
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Borehole TQ51SE7
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 4
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 DO NOT SCALE NOTES:
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Borehole TQ51SE8
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 5
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 DO NOT SCALE NOTES:
GRM Development Solutions Ltd Laurus House, First Ave, Centrum 100, Burton-on-Trent, Staffordshire Tel: 01283 551 249 Fax: 01283 211 968 [email protected] www.grm-uk.com CLIENT: Catesby Estates Plc
PROJECT: Parcel 1, Hellingly, Hailsham, East Sussex
TITLE: Borehole TQ51SE9
SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN by : DATE: GS July 2019 PROJECT No: DRAWING No: P9009 6
© GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X
G
GRM Development Solutions provides multi-disciplinary consultancy services, UK-wide: x Geotechnical and Geo-environmental Services x Civil and Infrastructure Services x Structural Engineering Services x Construction Management x Site Services
[email protected] Tel: 01283 551249
Fax: 01283 211968 www.grm-uk.com
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