Persimmon Homes
Former Sports Ground, Dale Road, Milford Haven, Dyfed
Site Investigation Report
10523/RLD/09
Integral GéotechniqueIntégral Géotechnique CLIENT: Persimmon Homes
PROJECT: Former Sports Ground, Dale Road, Milford Haven, Dyfed
TITLE: Site Investigation Report
JOB NO: 10523
DOCUMENT REF: 10523/RLD/09
Revision Purpose Description Originated Reviewed Authorised Date
A Final RLD MJE HP Nov 09
Geotechnical Engineers:
Intégral Géotechnique (Wales) Limited Integral House 7 Beddau Way Castlegate Business Park Caerphilly CF83 2AX
Tel: 029 2080 7991 Fax: 029 2086 2176 CONTENTS
1.0 INTRODUCTION 1.1 General 1.2 Proposed Development 1.3 Scope of Works 1.4 Limitations
2.0 THE SITE 2.1 Site Location and Description 2.2 Site Operations 2.3 Surrounding Land Use 2.4 Available Site Investigation Data 2.5 Consultations with Regulators
3.0 SITE HISTORY
4.0 SITE ENVIRONMENTAL SETTING 4.1 Physical Setting 4.2 Geology 4.3 Mining 4.4 Hydrology and Hydrogeology 4.5 Landfill Sites 4.6 Potential Contamination 4.7 Other Environmental Issues
5.0 PRELIMINARY CONCEPTUAL SITE MODEL
6.0 THE SITE INVESTIGATION 6.1 Fieldworks 6.2 Field Observations 6.3 Laboratory Chemical Testing CONTENTS (CONTINUED)
7.0 GROUND CONDITIONS
8.0 CONTAMINATION 8.1 Averaging Areas 8.2 Soil Contamination 8.3 Groundwater Contamination
9.0 REVISED CONSEPTUAL SITE MODEL
10.0 RISK ASSESMENT 10.1 Methodology 10.2 Source-Pathway-Receptor Model 10.3 Human Health Risk Assessment 10.4 Risks to Vegetation 10.5 Groundwater Risk Assessment 10.6 Ground Gas Risk Assessment 10.7 Risks to Buildings and Materials Durability 10.8 Spoil Disposal 10.9 Uncertainties
11.0 ENGINEERING CONSIDERATIONS & RECOMMENDATIONS 11.1 Details of Proposed Development 11.2 Site Preparation 11.3 Foundations and Floor Slabs 11.4 Excavations and Formations 11.5 Access Roads and Car Parking Areas CONTENTS (CONTINUED)
APPENDICES Appendix A Contaminated Land Definitions Appendix B Envirocheck Report Appendix C Radon Report from BGS Appendix D Trial Pit Logs Appendix E Soakaway Test Logs Appendix F Laboratory Chemical Test Results (Soils) Appendix G Laboratory Geotechnical Test Results Appendix H Summary Assessment of Chemical Test Results
FIGURES Figure 1 Site Location Figure 2 Site Plan FORMER SPORTS GROUND,DALE ROAD,MILFORD HAVEN 10523/RLD/09
1.0 INTRODUCTION
1.1 GENERAL Persimmon Homes are proposing to acquire and develop a site at the former sports ground, off Dale Road, Milford Haven, Dyfed for residential end-use.
Intégral Géotechnique (Wales) Limited have been appointed as the Geotechnical Engineers to undertake a site investigation to enable a geotechnical and geoenvironmental appraisal of the site and provide a basis for design.
This report presents the findings of the site investigation and gives recommendations for the design of foundations, floor slabs and other geotechnical and geo-environmental aspects of the project.
1.2 PROPOSED DEVELOPMENT The proposed site will comprise typical two/three story residential properties with associated gardens, car parking and access roads, the layout of which is not yet known.
1.3 SCOPE OF WORKS The work instructed included a desk study of available information, site reconnaissance and intrusive investigation. This was followed by laboratory testing.
The desk study comprised a review of:
x An Envirocheck Report obtained for the site x Old Ordnance Survey maps covering the site, included within the Envirocheck Report x A Radon Report obtained from the British Geological Survey x Geological maps of the area provided by the British Geological Survey x The NRA/Environment Agency groundwater vulnerability map for the area x Any existing site investigation data
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1.3 SCOPE OF WORKS (CONTINUED) The desk study information was used to make an initial assessment of the site and to design an investigation to be carried out by Intégral Géotechnique. The site investigation was designed in accordance with BS5930:1999, the Code of Practice for Site Investigations, BS10175, the Code of Practice for Investigation of Potentially Contaminated Sites, and ‘Land Contamination: A Guide for Developers’ prepared by Welsh Local Government Association (WLGA)/Environment Agency Wales (EAW) Land Contamination Working Group, July 2006.
The site investigation included:
x An intrusive investigation carried out during 30th September 2009 comprising machine excavated trial pits, and soakaway tests. x Sampling of soil/fill for laboratory chemical testing.
1.4 LIMITATIONS This document is intended to be a working document for further development in discussion with all concerned including the Local Planning Authority, the Environment Agency Wales and the NHBC, as appropriate.
“Contamination” is taken throughout the report to mean the “presence of one or more potentially harmful substances as a result of human activity”. The use of the term in this way does not imply that harm is being or might be caused by the contamination. It should be noted that “contamination” can have different meanings under different regulatory regimes, for example, planning, building control and Part IIA of the Environmental Protection Act 1990 (see Boxes 1 and 2 in Appendix A). Naturally elevated concentrations of potentially harmful substances may also be of concern (see Box 1 in Appendix A) and the significance of any that have been found is also evaluated in this report.
It is important to recognise that there may be areas of contamination that have not been found, or that contaminants are present at concentrations above those that have been found. It is also important to recognise that contamination, for example from a small oil spill, may be very localised and that no investigation, however comprehensive, is capable of finding such occurrences other than by chance.
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1.4 LIMITATIONS (CONTINUED) The Defra/Environment Agency CLEA Model 2002, including the technical background, generic conceptual models and model parameters, and the Soil Guideline Values derived from this model, were withdrawn in August 2008. The model parameters and generic conceptual models have been reviewed and the technical background updated to incorporate the results of additional research, and new documents published that have formed the basis of the new CLEA model. The new CLEA model (version 1.06) has recently been released and is being adopted by regulators and consultants.
At the time of writing, there are only limited official Soil Guideline Values available for use as Tier 1 soil screening values (arsenic, cadmium, nickel, mercury (elemental, inorganic, and methyl), selenium, phenol and BTEX compounds). Atkins have updated their ATRISKsoil screening values in line with the new CLEA guidance. Land Quality Management (LQM), in conjunction with the Chartered Institute for Environmental Health (CIEH), have revised their Generic Assessment Criteria for Human Health Risk Assessment in line with recent changes to the CLEA methodology and have published a new set of guideline values. Both Atkins ATRISKsoil and LQM/CIEH have derived screening criteria in line with current UK guidance.
We have reviewed both sets of values and intend to use the most appropriate assessment criteria as Tier 1 screening values until additional official screening criteria are published. Where a published SGV is available, and considered appropriate, this will be used in the first instance.
This report has been prepared for the use of Persimmon Homes and should not be passed to others without the express consent of Intégral Géotechnique (Wales) Limited.
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2.0 THE SITE
2.1 SITE LOCATION AND DESCRIPTION The site is located in Dyfed, approximately 2km north west of Milford Haven town centre, at a National Grid Reference of 188627, 206676, see Figure 1.
The site is roughly rectangular in shape and occupies an area of approximately 10 hectares. The boundaries of the site are defined by the A4076 to the west and south and open farmland to the north and east, see Figure 2.
A hedgerow containing mature trees surrounds the border of the site and in the west of the site south of the former club house location is a young wooded area.
The site is predominately occupied by a flat sports ground, which is surrounded by a number of steep embankments. To the north is an embankment approximately 4m high leading to sloping ground. To the east is an overgrown embankment which slopes down towards an existing stream and adjacent field. To the south is a further steep embankment leading down to Waterloo Road, and to the west is a smaller embankment leading to relatively flat ground which used to house the clubhouse and car park.
The clubhouse has been demolished and the rubble from the building has been stockpiled on site adjacent to the location of the former club house. The tarmac car park was not demolished with the clubhouse and is still in situ.
No Japanese Knotweed or other controlled species were observed as being present on site.
2.2 SITE OPERATIONS The site is currently disused however it is understood that the site is frequented by motorbikes and off road vehicles.
2.3 SURROUNDING LAND USE The site is located in predominantly open fields to the north and east with a golf course to the south and west. Beyond the golf course lies the residential area of Hubberston. The land to the north west and south west is used for industrial purposes i.e. – oil storage/refineries.
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2.3 SURROUNDING LAND USE (CONTINUED) A disused tip, reportedly for inert waste material, is located to the east of the site. However this has been un-operational for many years.
2.4 AVAILABLE SITE INVESTIGATION DATA An existing report relevant to the site has been made available and reviewed as part of this desk study.
The report is entitled Geotechnical and Geo-Environmental report, for the proposed residential development of Clay Lane, Milford Haven, produced by Terra Firma (Wales) Limited, dated February 2003. (ref. 8379)
2.5 CONSULTATIONS WITH REGULATORS No consultations have been made with the regulators at this stage.
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3.0 SITE HISTORY The recent history of the site has been traced with the aid of an Envirocheck Report, a copy of which is included in Appendix B. The Envirocheck Report includes the following scaled historical maps:
Map Scale Dates
1:2,500 1875, 1908, 1937, 1968, 1974
1:1,1250 1975-1976, 1976, 1990, 1995
1:10,560 1868-1887, 1887-1897, 1908-1909, 1937-1953, 1953
1:10,000 1964, 1970-1978, 1977, 1992-1994, 2000, 2006, 2009
The earliest map in our possession dated circa 1868-1887 records the subject site as being used for agricultural purposes, with no permanent structures and the field boundary being distinguished by a hedge or fence. A small pond was identified approximately 10m to the north east of the site a stream flowed part way down the eastern site boundary. A second stream flowed eastwards across the site, from a spring present on the western site boundary. These two streams merged at the eastern site boundary, flowing to the east.
There was little record of change on or around the site until 1953 where the development of an oil refinery and railway line some 500m to the south west of the site occurred, some 500m distant. This led to the residential expansion of Hubberston to the south.
Between 1964 and 1978 the site was developed into a sports ground. This resulted in the reworking of the westward sloping ground to produce level playing fields and the construction of a clubhouse, tennis courts and a level car park. The spring and stream were also likely to have been culverted during this period as seen in the historical maps in the Envirocheck Report Appendix B.
There was no further change to the site until the clubhouse was demolished after 2006. The site is currently disused although it is understood that motorbikes and off road vehicles frequent the area.
The historical maps show a depot to have been built between 1964 and 1970 on the south west boundary, which remained in place until at least 2006. It is presumed that this was associated with the tip, however, there is no historical evidence to support this.
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4.0 SITE ENVIRONMENTAL SETTING
4.1 PHYSICAL SETTING The site is situated at an approximate elevation of 35-40m AOD, located approximately 1km from the coast. The site slopes from 40m AOD in the north to 35m AOD in the south. The surrounding area is typically between 20 – 60 metres above AOD. The ground gently slopes to the south east towards Milford Haven.
The Envirocheck Report and the Environment Agency website states, that the site is not located within an area at risk of flooding.
4.2 GEOLOGY The 1:50 000 geological map of the area (sheet no. 226/227) indicates that the site overlies the Lower Devonian Old Red Sandstones, specifically red marls.
There is a possibility superficial boulder clay could overlie the sandstones.
Due to the history of the site made and reworked ground is likely to be present, especially around the area where the former clubhouse used to be located.
A summary of the anticipated geological succession is given below in Table 1.
Table 1 : Summary of Anticipated Site Geology
Geological unit Horizon Description
Recent Made ground Various materials
Pleistocene Boulder Clay Slightly silty Clay with gravels cobbles and boulders.
Lower Devonian Lower Old Red sandstone Red Sandstone
A BGS radon report has been obtained for the site and a copy included in Appendix C. The report indicates that full radon protective measures are required for the site.
4.3 MINING No underground mineworkings have been reported in this area, as it is outside of the coalfield.
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4.4 HYDROLOGY AND HYDROGEOLOGY The 1:100,000 scale Environment Agency Groundwater Vulnerability Map (Sheet 34) classifies the formations beneath the site as a minor aquifer.
Minor Aquifers of variable permeability can be fractured or potentially fractured rocks, which do not have a high primary permeability. The aquifers would seldom produce quantities of water for abstraction, but do provide important local supplies and base flow to rivers.
No perched water body is anticipated in the made ground. The glacial materials and the underlying bedrock are considered to be in hydraulic continuity, with a groundwater body present in each. Vertical migration of groundwater is likely to be limited by the high clay content of the glacial deposits.
The historical maps in the Envirocheck Report Appendix B, prior to 1974, show a small spring and then surface stream running from west to east across the centre of the site, as well as a further spring and then stream running along the eastern boundary of the site. It is thought that these may have been culverted during the restructuring of the ground to produce the playing fields.
The Envirocheck Report states that here are no groundwater abstractions within 500m of the site. Tables 2 and 3 present a summary of the hydrological features and key hydrogeological nature of the site.
Table 2: Summary of Site Hydrology
Feature Distance from site Flow Classification Abstraction Discharge
On site, runs from Spring west to east (un-named) through middle of Not known Not Known N/A Not Known site. Believed to Historical have been Maps culverted.
Spring/Stream On site, runs along inside eastern Not known Not known N/A Scotch Bay (un-named) boundary.
Stream Approximately Not known Not Known N/A Gelliswick Bay 200m west of site (un-named) boundary
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4.4 HYDROLOGY AND HYDROGEOLOGY (CONTINUED)
Table 3: Summary of Site Hydrogeology
Source Geological Aquifer Groundwater Aquifer Characteristics Protection Unit Classification Abstractions Zone
Highly variable permeability and porosity. Made Not classified Perched water may be present with No None ground variable flow directions.
Variable moderate permeability and Boulder Minor aquifer porosity with intergranular flow possible. No None Clay High clay content likely to restrict flow.
Old red Minor aquifer High permeability sandstone unit No None Sandstones
The majority of the soils have been classified as having an intermediate leachate potential. However the southern part of the site is classified as being of high leachate potential. Since the southern part of the site is classified to be in an urban area, a worst case classification has been made, based on fewer observations. Soils of intermediate leachate potential are soils which can possibly transmit a wide range of pollutants. Whereas the Urban soils to the south have little ability to attenuate diffuse source pollutants and are soils in which liquid discharges have the potential to move rapidly to the underlying strata.
4.5 LANDFILL SITES An historical landfill site, the Overmile Depot, has been identified on the Envirocheck Report to be present adjacent to the along edge of the southern half of the site boundary and slightly infringes the site in the south. The waste deposited here was identified as inert in the Envirocheck Report.
Four further historical landfill sites namely Wastenot, Overmile Yard, Liddeston and Liddeston – No. 3 Tank Farm have been identified within a 500m radius of the site, these sites were mainly inert, industrial and household waste. However Liddeston – No. 3 Tank farm approximately 470m from the site also deposited commercial and special waste.
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4.6 POTENTIAL CONTAMINATION Previous Uses The various activities in the vicinity of the site which may have resulted in ground or water resource contamination on this site are listed below in Tables 4 and 5. Reference to Department of the Environment Industry Profiles has been made and a summary of the potential contaminants can be found in the tables.
Table 4: Potential Contaminants
Activity Material/Process Contamination/Hazard Evidence
Metals, semi metals, non Re-engineering of site metals, PAH, Historical map Imported fill topography hydrocarbons, asbestos & evidence. ground gas.
Existing Uses The site was originally a sports ground with a club house, this is likely to only have a small potential contamination risk associated with it. The site is currently disused and hence there is very little potential for new ground or groundwater contamination.
Adjacent Site Uses
Table 5 : Potential Contaminants : Adjacent Site Uses
Potential Contamination Boundary Associated Contaminants and Hazards Source
Historical Landfill Slightly infringes in to the Metals, semi metals, non metals, PAH, hydrocarbons, asbestos & ground gas. south east side of the site.
Oil Refinery and storage Oil refinery is 400m to the Hydrocarbons, Inorganic elements and facility south west of the site. The compounds, metals, metalloids and there storage facility is compounds and asbestos. approximately 900m to the north west of the site.
4.7 OTHER ENVIRONMENTAL ISSUES The Envirocheck Report indicates that there have been no pollution incidents to controlled waters recorded on site and there have been no enforcement or prohibition notices on site.
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5.0 PRELIMINARY CONCEPTUAL SITE MODEL A preliminary conceptual site model/conceptual exposure model has been developed for the site. This is based on the findings of the desk study, historical review and site walk over and includes all potential sources, pathways and receptors that may be present on site. Those that have been identified as being potentially active require further investigation in the form of sampling and testing of soils and groundwater, followed by appropriate risk assessment.
The preliminary conceptual site model/conceptual exposure model will be reviewed and refined following the completion of the site works and laboratory testing.
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Table 6: Preliminary Conceptual Site Model/Conceptual Exposure Model
Potential Source Pathway Receptor Active Justification/Mitigation Pathway?
Potential for made ground exposure at Dermal Contact surface
Direct Ingestion Future site residents 9
Inhalation of Vapours Undertake soil sampling and testing to determine chemical characteristics
Potential for leachate generation Leachate Migration via perched water or Groundwater/neighbouring land 9 along permeable service trenches Undertake leachate testing
Potential for leachate migration to alluvial
Leachate migration to alluvial groundwater Potentially contaminated Made Ground of Spring and stream on east side of site 9 groundwater and lateral transportation uncertain origin. Undertake groundwater sampling and testing
Potential for exposure to made ground during Dermal Contact site works
Direct Ingestion Ground Workers 9
Inhalation of Vapours Undertake soil sampling and testing to determine chemical characteristics
Potential contact with made ground
Direct Contact Building materials 9 Undertake soil sampling and testing to determine chemical characteristics
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Inhalation of vapours Future Site Residents X
Groundwater transportation/migration Groundwater X Point Source (eg-UST) along permeable service trenches No evidence of any UST’s Groundwater transportation Spring and stream on east side of site X
Groundwater transportation Neighbouring land X
Oil refinery 400m to the South West, and oil storage facility to 900m North West of site.
Surface water run-off, migration through made ground and/or services, then Historic landfill infringing onto south east side Contamination from off site sources Future site residents/users x dermal contact, ingestion and/or of site, as well uncertainty of made ground inhalation origin thought site.
Undertake groundwater sampling and testing
Potential for ground gas associated with made ground
Accumulation in enclosed spaces of future buildings on site, or migration to Future site residents/neighbouring Potential for ground gas migration from Ground Gas 9 buildings off site, leading to asphyxiation, residents adjacent landfill site. or risk of explosion
Undertake gas monitoring programme and risk assessment
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6.0 THE SITE INVESTIGATION
6.1 FIELDWORKS A site investigation was generally designed in accordance with BS5930:1999, the Code of Practice for Site Investigations, BS10175, the Code of Practice for Investigation of Potentially Contaminated Sites, and ‘Land Contamination: A Guide for Developers’ prepared by Welsh Local Government Association (WLGA)/Environment Agency Wales (EAW) Land Contamination Working Group, July 2006.
The site investigation was also designed to provide information to support and refine the preliminary conceptual site model/conceptual exposure model.
An investigation comprising nine machine excavated trial pits and three soakaway tests were carried out on the 30th September 2009. To gain access to the site, the site entrance had to be widened upon arrival; however the entrance was returned to its original form upon leaving the site.
Trial pitting was chosen as the most appropriate intrusive form of investigation since this allows the best opportunity to investigate the shallow ground conditions and to take representative soil samples for laboratory chemical and geotechnical testing. The trial pits were dug using a JCB 3CX to a maximum depth of 2.7m below existing ground level.
Soakaway tests located at TP2, TP5 and TP7 generally in accordance with BRE365 consisted of adding water into a trial pit of a known size and monitoring the water level at regular intervals, assessing how long it took for the water to soakaway. This is used to assess whether a sustainable drainage solution would be possible at the site.
Representative soil samples were taken from the trial pits for laboratory chemical testing and placed in the appropriate sample containers deemed suitable for the analysis required. Strict protocols were adopted during this process to limit the cross contamination of samples.
The fieldworks were supervised by a qualified Geotechnical Engineer from Intégral Géotechnique (Wales) Limited who also logged the trial pits and soakaway test pits and prepared their detailed engineering logs in accordance with the requirements of BS5930: 1999.
The approximate locations of the trial pits and soakaway test pits are shown on Figure 2, while their logs are presented in Appendices D and E respectively.
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6.2 FIELD OBSERVATIONS Visual and olfactory evidence of contamination was observed in one of the trial pits excavated across the site. Strong hydrocarbon odours were encountered from 0.8m to 2.6m in TP6 located close to the site of the former club house.
A cursory examination of the stockpile of demolition materials showed some evidence of potential asbestos in some of the tiles material.
Samples of the soils, potential asbestos materials and water from the base of the trial pit were taken respectively for laboratory chemical testing and placed in the appropriate sample containers deemed suitable for the analysis required.
The other trial pits showed little evidence of contamination with natural ground reached at fairly shallow depths at most locations, typically 0.2/1.6m.
6.3 LABORATORY CHEMICAL TESTING Representative soil samples were taken from the trial pits across the site, stored at the appropriate temperature and dispatched to the laboratories of STL for laboratory chemical testing within 24 hours.
The samples were tested for a range of contaminants that reflects the historical use of the site, the findings of the desk study and the preliminary conceptual site model/conceptual exposure model. A list of the soil testing carried out is given below:
Beryllium Cadmium Total Chromium Hexavalent Chromium (VI) Copper Lead Mercury Nickel Vanadium Zinc Arsenic Boron Selenium Elemental Sulphur Total Cyanide Total Sulphate Sulphide Water Soluble Sulphate pH Monohydric Phenol Polyaromatic Hydrocarbons (PAH) Petroleum Hydrocarbons (VPH/EPH)
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7.0 GROUND CONDITIONS A summary of the ground conditions encountered across the site is presented below in Table 7.
TABLE 7:SUMMARY OF GROUND CONDITIONS
Depth (m) Stratum From To GL 0.2/0.4 TOPSOIL: Loose dark to red brown slightly sandy SILT with many fine rootlets.
GL/0.4 1.0/1.6 MADE GROUND: Medium dense red/blue/grey slightly clayey, slightly silty, slightly sandy gravel with frequent cobbles. Gravels and cobbles are angular to sub-rounded, siltstones, sandstones and mudstones. It was recorded that there was also brick, glass, concrete and possible asbestos tiles in TP6, the location of the former clubhouse.
0.2/1.6 2.7 NATURAL GROUND: Soft red brown moderately weathered fine sandstone with at least two sets of joints.
The made ground is of varied thickness across the site, being deepest in the eastern part of the site, where the ground appears to have been reworked to create level playing fields.
This would suggest that a cut and fill exercise has been carried out in order to create the level playing field. The fact that an old stream used to flow down to the east across the middle of this level ground confirms the infilling. It should therefore be noted that there is a possibility that the above mentioned stream has been diverted through a culvert beneath the centre of the site.
Samples were taken from TP4 of the made ground material and TP7 of the natural ground. These were tested for Atterberg Limits. The results indicate that the made ground materials are of low plasticity with plasticity indices of 8%, and the natural ground materials are of intermediate plasticity with plasticity indices of 26%.
The modified plasticity index has been calculated, in accordance with Chapter 4.2 Building Near Trees (NHBC Standards 2008), using the relationship below:
Modified Plasticity Index (I’p) = Plasticity Index ((Ip) x (% less than 425ȝm) / 100%)
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7.0 GROUND CONDITIONS (CONTINUED) The results indicate modified plasticity index values for the made ground and in-situ natural ground of 3.2% and 20.8% respectively. In accordance with the NHBC, this range of modified plasticity indices indicates that the deposits are of low to intermediate volume change potential.
There is localised made ground under and surrounding the location of the former club house, as well as a small concrete hard standing in the north western corner of the lower lying sports field.
Superficial materials are present in some areas of the site comprising more cohesive matrix, dominated sandy clays. This horizon is common of the north end of the site, locally in the southern part of the site and was also noted in TP9.
The dominant stratigraphic horizon is a weak variably weathered rock sequence of micaceaous sandstone with siltstone interbeds. The strata are moderately jointed and well bedded. Bedding attitude was inferred in TP1 to be sub vertical. Jointing was tight. The materials were readily excavated as gravel and cobble grading.
However there is slight variation in some pits across the site. TP7 encountered a strong to very strong white grey and locally pink medium to coarse crystalline silicic igneous rock, which was interpreted as a large igneous boulder.
Observations indicated that slight to moderate seepages, were noted in TP4, TP6, TP7 and TP9 below a depth of 1.8m from the existing ground surface. The other trial pits remained dry
The groundwater conditions are based on observations made at the time of the fieldwork. It should be noted that groundwater levels may vary due to seasonal and other effects.
In TP7 ground water levels continued to rise, suggesting shallow ground water in the central and eastern areas. These may be associated with the former stream course. Generally wet, water logged ground was also observed in the upper areas adjacent to Dale Road, around the perimeter and the lower plateau. There are indications of poor drainage associated with the former stream course.
Wet ground conditions and areas of standing water were observed to the west of the site, where the former tip is located.
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7.0 GROUND CONDITIONS (CONTINUED) The results of soakaway tests carried out in soakaway test pits TP2, TP5 and TP7 are presented in Appendix E.
The results indicate infiltration rates within the natural in-situ granular materials of 3.86x10-5m/sec for TP2 and 2.69x10-5m/sec for TP5.
The soakaway in TP7 failed due to no drop in the water level recorded over a period of two hours. The rising water level in TP7 indicates that the ground is saturated at this locality. The lack of infiltration suggests low permeability rates due to the fineness of the material.
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8.0 CONTAMINATION
8.1 AVERAGING AREAS In order to assess the laboratory test results reliably and in context, the data have been grouped into one averaging area. An averaging area (or area of interest) is that area of soil to which a receptor is exposed or which otherwise contributes to the creation of hazardous conditions. This may be an area of historical industrial usage, a soil type, e.g. made ground, or a specific proposed end use.
In the case of this analysis, the averaging area has been determined as the whole site area.
8.2 SOIL CONTAMINATION As detailed in Section 1.4, the Defra/Environment Agency CLEA Model 2002, including the technical background, generic conceptual models and model parameters, and the Soil Guideline Values derived from this model, were withdrawn in August 2008. This included the withdrawal of R&D Publication CLR 7 which detailed the statistical approach to be adopted at the time for assessing site wide contamination.
The published Soil Guideline Values for arsenic, cadmium, mercury, nickel, selenium, phenol and BTEX compounds have been adopted as critical concentrations against which soil contaminant concentrations can be compared. In the absence of additional published SGVs, the Soil Screening Values (SSVs) derived by Atkins ATRISKsoil for a residential with home grown produce end use and the Generic Assessment Criteria (GAC’s) derived by Land Quality Management (LQM)/Chartered Institute of Environmental Health (CIEH) have been adopted. These values have been derived by using the new CLEA 1.05 Model and using the revised and updated methodology and conceptual models.
The soil test results for made ground and natural ground have been summarised and are shown in Appendix I.
8.2.1 Made Ground The results of the laboratory testing indicate that most of the analysed chemical elements or compounds are present at concentrations below the appropriate thresholds. However, the initial screening indicates that total chromium is a general contaminant of concern.
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8.2.1 Made Ground (Continued) Total chromium has also been identified at concentrations exceeding the tier 1 screening criteria of 4.3mg/kg. Total chromium has been compared to the screening criteria value for hexavalent chromium (chromium (VI)), as a worst case. Total chromium typically comprises two forms, the less toxic, more stable chromium (III) and the more toxic chromium (VI). Test results for chromium (VI) do not indicate any elevated concentrations. Therefore it is likely that the total chromium concentrations identified comprise mostly of chromium (III). Total chromium is therefore not considered to be a contaminant of concern.
Visual and olfactory evidence of hydrocarbons were identified in the made ground encountered in Trial Pit TP5. A sample of the natural soil at 1.2m was taken and no elevated concentrations were detected. It is therefore considered that hydrocarbon contamination is localised to shallow depth within this location.
Chrysotile Asbestos was found in a cement tile found in the stockpiled material in the north west of the site, close to the site of the former club house.
8.2.2 In-Situ Natural Ground The results of laboratory testing of the in-situ natural soil samples again identified Total Chromium to be a contaminant of concern suggesting a natural local provenance. However as discussed above, Total chromium has been identified at concentrations exceeding the tier 1 screening criteria of 4.3mg/kg. Total chromium has been compared to the screening criteria value for hexavalent chromium (chromium (VI)), as a worst case. Total chromium typically comprises the less toxic, more stable chromium (III) and the more toxic chromium (VI). Test results for chromium (VI) do not indicate any elevated concentrations. Therefore it is likely that the total chromium concentrations identified comprise mostly of chromium (III). Total chromium is therefore not considered to be a contaminant of concern.
8.3 GROUNDWATER CONTAMINATION Groundwater was not encountered in any of the trial pit excavations. Therefore it was not possible to take samples for groundwater testing.
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9.0 REVISED CONCEPTUAL SITE MODEL The preliminary conceptual site model/conceptual exposure model has been reviewed and revised to reflect the findings of the site investigation and the results of the laboratory testing of soils, soil leachate, groundwater and gas monitoring. Any previously identified in-active pathways have been removed. Pathways identified as still active require appropriate risk assessment or mitigation measures (see Section 10).
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Table 11: Revised Conceptual Site Model/Conceptual Exposure Model
Potential Source Pathway Receptor Active Justification/Mitigation Pathway?
General madeground/reworked ground and x underlying natural ground does not contain elevated concentrations. Dermal Contact Localised pocket of hydrocarbon Direct Ingestion Future site residents/users contamination under area of former
Inhalation of Vapours clubhouse. 9
Further investigation/remediation required.
Leachate Migration via perched water or No significantly elevated soil concentrations Groundwater/neighbouring land x along permeable service trenches identified. Contaminated Made Ground as a No significantly elevated soil concentrations result of former site use Leachate migration via alluvial groundwater Spring and stream on east side of site X identified.
Potential for exposure to made ground during Dermal Contact site works
Direct Ingestion Ground Workers 9
Inhalation of Vapours Appropriate health and safety measures should be carried out
Potential contact with made ground
Direct Contact Building materials 9
Risk assess
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Surface water run-off, migration through made No significantly elevated soil concentrations Contamination from off-site sources ground and/or services, then dermal contact, Future site residents/users X identified. ingestion and/or inhalation
Inhalation of vapours Future Site Residents 9 No evidence of any UST’s
Groundwater transportation/migration along Groundwater 9 Point Source (eg-UST) permeable service trenches However localised hydrocarbon hotspot is Groundwater transportation Spring and stream on east side of site 9 present near to the building which suggests a Groundwater transportation Neighbouring land X tank may have been present
Potential for ground gas associated with the
Accumulation in enclosed spaces of future made ground/reworked ground and nearby buildings on site, or migration to buildings off Future site residents/neighbouring tip. Ground Gas 9 site, leading to asphyxiation, or risk of residents
explosion Gas installations and testing should be undertaken.
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10.0 RISK ASSESSMENT
10.1 METHODOLOGY The risk of pollution, health effects or environmental harm occurring as a result of ground contamination is dependent upon three principal factors:
x The scale of the contamination sources; x The presence of sensitive “receptors”, eg Humans: health of the general public, site occupiers, redevelopment workers. Environment: flora, fauna, etc; x The existence of migration pathways by which contaminants can reach the sensitive receptors.
This section assesses each of these factors in order to evaluate the overall level of risk and potential harm to receptors. The receptor may be human, a water resource, an eco- system or construction materials. Pathways connecting a perceived hazard to a receptor are referred to as exposure pathways.
The sources of contamination and the links connecting the hazards to the sensitive receptors will represent the basis for the risk assessment.
10.2 SOURCE-PATHWAY-RECEPTOR MODEL The preliminary conceptual site model was based on the findings of the desk study. This was later reviewed and refined according to the findings of the site investigation, allowing for the ground conditions encountered and the results of laboratory testing of soil and groundwater. Any pathways considered to be inactive were removed from the model and all remaining potentially active pathways require risk assessment.
The pathways shown as potentially active in the Revised Conceptual Site Model in Section 9.0 above have been assessed below.
10.3 HUMAN HEALTH RISK ASSESSMENT
10.3.1 Site in its Present Condition The site is considered to pose a potential risk to casual visitors or trespassers. There is evidence of some demolition rubble in the north west of the site, which contains cement bound Chrysotile asbestos. Arrangements should be made to fence off the stockpiled material to prevent this material being disturbed or used until future assessment is undertaken.
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10.3 Site in its Present Condition (Continued) The remainder of the site is not considered to pose a significant risk to trespassers and casual site users, however as the site is frequented by off road vehicles, signs indicating that the land is private property are advised.
10.3.2 Future Site Users The contamination test results and investigation observations do not show any elevated concentrations within the made ground/re-engineered ground or the underlying in situ natural deposits. However a localised pocket of hydrocarbon contamination was identified in TP5 at shallow depth, beneath the location of the former club house. It is inferred this represents seepage or residual contamination after use or removal of possibly a heating oil tank.
The results of testing of the in-situ natural ground in TP5 at 1.2m showed no evidence of any elevated concentrations of hydrocarbons, suggesting that the pocket of hydrocarbons is localised to the shallow ground.
It is therefore considered that site wide remedial works are not required. However localised remediation/removal of the shallow hydrocarbon affected material at TP5 may be necessary.
It may be necessary to carry out further site investigation works in the area of TP5 to delineate the potential area of contamination.
Additional laboratory testing and assessment will also be required.
With future site development works involving the excavation and removal of the made ground, there would be a risk to workers from contaminants in the soils and also the groundwater if it is encountered. Appropriate measures are therefore recommended for works involving the made ground materials which are known to be present beneath the site.
All excavations should be regularly checked for safe atmospheres.
Normal good hygiene practices should be adequate to protect the health and safety of redevelopment workers, and should include:
x Minimum handling of materials; x Washing of hands prior to all meal breaks, which should be taken in a designated clean area;
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10.3.2 Future Site Users (Continued) x The use of standard protective clothing such as boots and overalls and gloves, where considered relevant.
In dry weather, inhalation of dust and gases should be avoided preferably by the use of dust suppression techniques to minimize fugitive emissions and minimization of exposed materials at any particular time.
Additionally, a system should be established by which any ‘unusual’ materials that may be encountered are reported rapidly to the site management, so that the appropriate action may be taken, following specialist advice if necessary. An unusual material may be identified on site by colour, odour or physical nature.
Reference should be made to the Health and Safety Executive document “Protection of Workers and the General Public during the development of contaminated land” for detailed guidance on these matters.
10.4 RISKS TO VEGETATION The concentrations identified in the shallow made ground/reworked materials, do not indicate the potential for adverse effects to vegetation. To ensure viable landscape areas and provide a suitable growing medium for vegetation all gardens and landscaped areas will require the provision of a minimum 300mm thick capping layer of clean, inert subsoil and topsoil materials.
10.5 GROUNDWATER RISK ASSESSMENT The results of the laboratory testing of made ground/ re-worked materials and in-situ natural deposits did not indicate any significant elevated concentrations.
Since the proposed development will comprise buildings with considerable areas of hard standing (access roads and car parking), all with formed drainage, the potential for infiltration into the ground is reduced. It is therefore concluded that the potential risk to groundwater is low.
However due to the proximity of the historical tip to the east of the site, and the presence of made ground across the site, it is recommended that groundwater testing is undertaken. It is recommended that boreholes are drilled in the east of the site and groundwater installations constructed. Three rounds of groundwater sampling testing should be carried out.
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10.6 GROUND GAS RISK ASSESSMENT The findings of the site investigation indicate that the eastern part of the site is underlain by typically 1.6m of made ground. There were no significant occurrences of deleterious or potentially degradable materials and hence no significant gas hazards are envisaged. However the proximity of the historical landfill site to the east could create a potential ground gas risk, from migrating gas.
It is therefore recommended that ground gas monitoring standpipes are also constructed within the proposed boreholes and a programme of gas monitoring completed to determine the gas regime and assess the likelihood of gas migration and whether precautions are needed.
10.7 RISKS TO BUILDINGS AND MATERIALS DURABILITY
10.7.1 Concrete Classification A summary of the laboratory chemical test results for the chemicals monohydric phenol, sulphur, total sulphate, water soluble sulphate, sulphide and pH, which may adversely affect the durability of building materials is presented in Appendices I
Evidence to date does not indicate any specifically aggressive conditions, but it would be reasonable to expect a degree of sulphate and acidic aggressiveness from the made ground.
In accordance with BRE Digest SD1:2005 and adopting the assessment procedure specified therein for brownfield sites, the laboratory chemical test results indicate a characteristic value (taking the mean of the two highest results) for water soluble sulphate of 64mg/l.
Using Table C2 of BRE Digest SD1:2005, this characteristic value corresponds to Design Sulphate Class DS-1.
The groundwater regime of the site has been assessed as ‘mobile’ and a characteristic pH value of 5.8 has been determined (adopting the lowest test result). The Design Sulphate Class has been modified to give a site ACEC class of AC-2z
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10.7.2 Water Services Water pipes will need to be protected from contamination within the ground. In particular the presence of TPH should be addressed when selecting pipe materials. Measures to protect the pipes will include clean backfill to trenches and possibly alternative material selection. Reference should be made to WRAS document 9-04-03. The final design and selection of the pipe and associated backfill should be agreed with the appropriate Regulator prior to installation.
However it is considered that once the TPH hotspot is remediated there will not be any residual concerns and hence it is likely no precautionary measures are to be required for clean inert backfill.
10.8 SPOIL DISPOSAL Under the Landfill Regulations (2002) all spoil materials should be classified if they require disposal to a landfill facility. To determine the appropriate type of landfill site, there will need to be a characterisation of the materials in relation to the Waste regulations.
The made ground materials are tentatively classified as stable non reactive hazardous waste but specialised testing will be required once earthworks design and volumes are known.
Basic Characterisation For each waste intended to be landfilled, the following information will be required, either separately or as part of the Duty of Care waste transfer note, or Special Waste consignment note: x Source and origin x Standard Industry Code (SIC), process producing waste
x Treatment applied or reason not considered necessary x Composition (including Waste Acceptability Criteria (WAC) leaching tests hazardous and inert waste where necessary) x Appearance x European Waste Catalogue (EWC) Code x Hazardous properties (if hazardous waste and applicable) x Not a waste prohibited from landfill (i.e. not corrosive, flammable etc) x The class of landfill that waste is suitable for (i.e. hazardous) x Likely behaviour of the waste in the landfill x Whether waste can be recycled
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10.8 SPOIL DISPOSAL (CONTINUED) The basic characterisation is the responsibility of the waste producer. The waste contractor may undertake all or part of the process of basic characterisation – including the WAC analysis. It will still be the responsibility of the waste producer to ensure that the information is correct.
In the absence of any detailed assessment of the likely areas and types of soils that may be generated for disposal (based on the ground conditions, remediation proposals and soil materials encountered at the site) the following tentative classification is proposed, based on the made ground materials.
Source and origin Dale Road, Milford Haven
Standard Industry Code (SIC), process producing waste 45.11
Stratigraphic horizon Made Ground Natural Ground
Treatment applied or reason not considered necessary Segregation applied at Segregation applied at point of excavation point of excavation
Composition (including WAC leaching tests for hazardous and Refer to Section 7.0 Refer to Section 7.0 inert waste where necessary)
Appearance (smell, colour, consistency and physical form) Non odorous Non odorous
Brown/grey Brown/orange brown/orange brown/Red brown/Red Reasonably Reasonably homogenous homogeneous Granular/cohesive Granular
European Waste Catalogue (EWC) Code 17.05 17.05
Soil (including Soil (including excavated soil from excavated soil from contaminated sites), contaminated sites), stones and dredging stones and dredging spoil spoil
Not a waste prohibited from landfill (i.e. corrosive, flammable No No etc)
The class of landfill that waste is suitable for (i.e. hazardous) Stable Non-reactive Inert Hazardous Waste in Non-hazardous Landfill
Likely behaviour of the waste in the Landfill Stable Stable
Whether waste can be recycled Yes Yes
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10.8 SPOIL DISPOSAL (CONTINUED)
This preliminary classification will require more definitive assessment and confirmation when detailed designs are produced detailing the likely areas of waste disposal if required. Alternatively, at construction stage any materials identified by the developer as waste will require Waste Acceptance Criteria (WAC) testing and characterisation prior to pre-approval from the landfill operator and ahead of export to tip.
It is recommended that a sustainable development strategy is adopted which reduces to a practicable minimum the need for export of waste to a licensed tip.
In order to minimise disposal, the materials generated should be segregated and examined, with appropriate testing as necessary, to enable the materials to be sorted or treated into lower classifications, with the resultant benefit of potentially generating re-use rather than disposal.
10.9 UNCERTAINTIES It is important to recognise that there may be areas of contamination within the site that have not been found or that contaminants may be present at concentrations above those that have been found. It is also important to recognise that contamination may be localised and that no investigation, however comprehensive, is capable of finding such occurrences, other than by chance.
The near-surface drainage patterns have not been fully established.
The potential risk to groundwater quality has not been investigated as part of the phase 1 investigation scope of works. Due to the proximity of the adjacent landfill site, presence and thickness of the made ground, and contamination risk under the former clubhouse, it is considered that groundwater monitoring and testing will be required to satisfy the requirements of the regulators. It is therefore recommended that groundwater monitoring is undertaken as part of phase 2 investigation works.
The potential risk from ground gas has not been investigated as part of the phase 1 investigation scope of works. Due to the proximity of the adjacent landfill site and presence of made ground/re-worked ground across the site, it is considered that a programme of ground gas monitoring and risk assessment will be required to satisfy the requirements of the regulators. Therefore, it is recommended that a programme of ground gas monitoring is undertaken as part of phase 2 investigation works.
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11.0 ENGINEERING CONSIDERATIONS AND RECOMMENDATIONS
11.1 DETAILS OF PROPOSED DEVELOPMENT The proposed development is likely to comprise of typical two/three story residential properties with associated gardens, car parking and access roads, the layout of which is still unknown at this stage.
11.2 SITE PREPARATION Prior to commencement of any site works, all existing buried services should be located and either protected or diverted. This needs to include the former stream course and any associated culverts.
All grass, scrub vegetation including all roots should be stripped and removed from areas where proposed buildings, access roads and car parks will be located and stockpiled in shallow height mounds for re-use.
Across the entire club house area it is recommended that the area is excavated to a depth of 1.5m and all buried obstructions removed. Any hotspots of hydrocarbon contamination can then be systematically dealt with and further checks across the area undertaken to ensure there are no further residual contamination risks.
The reduced levels should be brought up to the required levels with well, compacted imported granular materials. Department of Transport (DTp) Type 2 sub-base or similar may be used and should be compacted in layers, in accordance with the Specification for Highway Works. Alternatively, appropriate selected inert imported fill could be used.
The existing stockpiled material of demolition material will require fencing off and should be quarantined pending further assessment. The occurrence of asbestos containing materials such as tiles suggests the stockpile of demolition material will also be contaminated with asbestos fibre. The stockpile will require systematic sampling and laboratory testing and subject to such evaluation either the materials will require disposal to a suitably licensed facility or careful after screening processing for re-use.
Concrete floor slabs, and tar macadam should be broken out, screened for asbestos and processed, and stockpiled for re-use. Alternatively if this is not practical of cost effective then the stockpile should be removed from site.
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11.2 SITE PREPARATION (CONTINUED) Consideration should be given to crushing the material to a suitable grade for re-use as granular fill. The hotspot of hydrocarbon contamination area of the southern edge of the club house which has tentatively been assigned to the effects of spillage or residual remnants post tank removed. This area will need to be defined by further contamination investigation and supplementary remedied and validated to the satisfaction of the regulators.
Cut and fill operations are likely to be necessary to create level plateaux. Generally the materials are suitable for reuse as earthworks materials but they are considered susceptible to disturbance and other effects of adverse weather. Conditioning or improvement measures may be necessary.
Steepening of the existing slope in the north is not recommended and therefore, the construction of retaining walls is likely to become necessary.
It should be also noted that during the construction of any retaining wall, maintaining the current stability of the embankment is paramount, and therefore, any wall should be constructed in small sections and completed prior to continuing with the adjacent section.
Depending on the extent of any new slopes, it may be prudent to allow for the use of ‘herring bone’ slope drainage to maintain stability.
11.3 FOUNDATIONS AND FLOOR SLABS Taking due account of the ground conditions encountered and especially due to the variable nature of the made ground, the site has been split into zones where different foundations will be required, Figure 4. In Zone A made ground typically of shallow thickness compared with Zone B where up to 4m is present.
For the purposes of this assessment no significant alteration to the levels are assumed but if levels are likely to be changed then these general recommendations will need to be reviewed
Deeper foundation depths than those quoted below may be required in close proximity to mature trees or vegetation to allow for soils with low to medium volume change potential, in accordance with NHBC guidance.
Within Zone A three sub-zones are defined.
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11.3 FOUNDATIONS AND FLOOR SLABS (CONTINUED)
Zone A1 Within zone A1 generally anticipated bearing strata are in relatively close proximity to the current ground level. For the purposes of this assessment no significant alteration to the levels are assumed but if levels are likely to be changed then these general recommendations will need to be reviewed
Weathered siltstone and sandstone was generally reached at relatively shallow depths, of between 0.2/1.0m.
It was considered that conventional shallow strip trench/fill foundations are the most appropriate foundation solution for this area. Foundations should be founded on the same bearing strata across each building to minimise the risk of differential settlement.
An allowable bearing pressure of 100kN/m2 could be assumed for design purposes, at which pressures should not exceed 25mm.
Floors could be of ground bearing design providing topsoil and made ground materials are removed and that made ground or engineered fill does not exceed 600mm otherwise a suspended floor will be required.
Zone A2 In this area, centred around the club house area, there is likely to be a significant amount of disturbance associated with its former uses and removing old foundations etc.
In this area it is recommended that the area be fully re-engineered to a minimum depth of 1.5m and the area reinstated with well compacted engineered granular fill material. Structures can be constructed on raft foundations of typically 50 - 75kN/m2 pressure, subject to verification testing.
Zone A3 Firm to stiff clays and moderately compact gravels were encountered in this area at depths ranging from 0.5-1.7m. A combination of conventional strip and trench fill type foundations are considered feasible in this area. Bearing pressure should be 75kN/m2 to ensure settlement is kept below 25mm. Some allowance for localised mesh reinforcement is recommended to cater for varying sub grade conditions.
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11.3 FOUNDATIONS AND FLOOR SLABS (CONTINUED) Floors could be of ground bearing design providing topsoil and made ground materials are removed and that made ground or engineered fill does not exceed 600mm otherwise a suspended floor will be required.
In addition, it should be noted that deeper foundation depths than those quoted above may be required close to the tree root system of the trees located primarily along the site boundaries. The National House Building Council (NHBC) Chapter 4.2 gives guidelines as to the appropriate depth of foundation based on the type of tree, distance of the foundation from the tree and the plasticity index of the in-situ materials.
The plasticity of the in-situ clays formed by the weathering process of the underlying bedrock may be classed as clay of intermediate plasticity.
It should also be noted that if any trees are removed then allowances should be made in the proposed foundations and floor slabs for the effects of swelling. The above publication also gives guidance on swelling.
Allowances should also be made for the removal of ‘soft spots/areas’ and there replacement with well compacted imported granular materials as previously described.
A suitably qualified Engineer should inspect all foundation formations before being concreted.
Zone B Significant and variable depths of made/reworked ground of up to 4.0m or so were generally found in Zone B.
It was considered that pile foundations are the most appropriate foundation solution for the proposed area. Vibro ground treatment systems are not considered suitable. Piles would be typically 8 to 12m long socketed into or bearing on the weathered rock strata.
Further investigation comprising shell and augur boreholes with CPT tests are necessary to determine deeper conditions and provide a basis for pile design in situe.
Further investigations are recommended to be necessary to define the zone, especially in the western areas of the site. This is best undertaken once development layout and levels are determined.
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11.4 EXCAVATIONS AND FORMATIONS Most excavations should be possible with normal soil excavating machinery. However, allowances should be made for the use of pneumatic breaker attachments, or similar tools, when excavating existing floor slabs and if any buried obstructions are encountered, or natural boulder type inclusions in the ground.
The sides of excavations deeper than 1m should be supported by planking and strutting, or temporarily battered at gradients of typically 30˚.
Shallow excavations within the made ground should not encounter significant groundwater inflows. However, any groundwater seepages/inflows or rainfall infiltrations should be dealt with by conventional pumping techniques.
Exposed formations within the in-situ materials will be susceptible to damage, softening and deterioration by wet weather and site traffic. They should therefore be protected by blinding concrete or a 200mm thick layer of hardcore immediately after exposure.
11.5 ACCESS ROADS AND CAR PARKING AREAS For access roads and car parking formations within the existing firm to stiff made ground materials, a California Bearing Ratio (CBR) value of 2% to 5% should be assumed for design purposes.
In order to ensure this performance, in-situ CBR testing should be carried out across the prepared formation.
The exposed formation should be checked and any soft spots/areas removed and replaced with well compacted imported granular fill materials. Any obstructions that may form hard spots should also be removed.
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CONTAMINATED LAND DEFINITIONS Box 1: Contamination and contaminated land in a planning context Annex 2 of Planning Policy Statement 23 (3) states that: To avoid confusion with the statutory term “contaminated land” and its definition [i.e. in Part IIA of the Environmental Protection Act 1990] and to reflect the different context of planning control, this Annex uses the wider term “land affected by contamination”. This is intended to cover all cases where the actual or suspected presence of substances in, on or under the land may cause risks to people, property human activities, or the environment, regardless of whether or not the land meets the statutory definition in Part IIA. Annex 2 also states: Potentially hazardous substances, such as radon, methane or elevated concentrations of metallic elements may also be present in the ground due to the underlying geology. Since these may pose a risk to human health or to the environment, their presence is a material consideration.
Box 2: The Building Regulations – Approved Document C(4) Contamination is dealt with in requirement C1 which concerns `Preparation of site and resistance to moisture'.
C1(1) requires that: The ground to be covered by the building shall be reasonably free from any material that might damage the building or affect its stability, including vegetable matter, top-soil and pre-existing foundations. C1(2) requires that: Reasonable precautions shall be taken to avoid danger to health and safety caused by contaminants on or in the ground covered, or to be covered by the building and any land associated with the building. C1(3) requires that: Adequate sub-soil drainage shall be provided if it is needed to avoid – (a) the passage of ground moisture to the interior of the building; (b) damage to be building, including damage through the transport of water-borne contamination to the foundations of the building.
Contaminant is defined as (C1(4)): Any substance which is or may become harmful to persons or buildings, including substances which corrosive, explosive, flammable or radioactive or toxic.
The “building and land associated with the building” means: The building and all land forming the site subject to building operations which includes land under the building and the land around it which may have an effect on the building or its users.
Requirement C1(2) applies to new construction and under Regulation 6, whenever there is a “material change of use” of the whole building. “Material change of use” is defined in Regulation 5. APPENDIX B
ENVIROCHECK REPORT Envirocheck® Report: Datasheet
Order Details: Order Number: 28896052_1_1 Customer Reference: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details: Dale Road, Hubberston Milford Haven
Client Details: MR M Riley Integral Geotechnique Integral House 7 Beddau Way Castlegate Business Park Caerphilly CF83 2AX
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Contents
Report Section Page Number
Summary -
Agency & Hydrological 1
Waste 6
Hazardous Substances -
Geological 11
Industrial Land Use 13
Sensitive Land Use 14
Data Currency 15
Data Suppliers 19
Useful Contacts 20
Introduction
The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.
In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.
Copyright Notice
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Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.
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The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
Peter Brett Associates Copyright Notice
The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.
Radon Potential dataset Copyright Notice
Information supplied from a joint dataset compiled by The British Geological Survey and the Health Protection Agency.
Report Version v42.0
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological
Contaminated Land Register Entries and Notices
Discharge Consents pg 1 3 4
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature pg 2 Yes
Pollution Incidents to Controlled Waters pg 2 1 8
Prosecutions Relating to Authorised Processes
Prosecutions Relating to Controlled Waters
Registered Radioactive Substances
River Quality
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register pg 4 1
Water Abstractions pg 4 1 (*2)
Water Industry Act Referrals
Groundwater Vulnerability pg 5 Yes n/a n/a n/a
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences n/a n/a
Flooding from Rivers or Sea without Defences n/a n/a
Areas Benefiting from Flood Defences n/a n/a
Flood Water Storage Areas n/a n/a
Flood Defences n/a n/a Waste
BGS Recorded Landfill Sites
Historical Landfill Sites pg 6 1 2 2 2
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations)
Local Authority Recorded Landfill Sites pg 7 1 2 3
Registered Landfill Sites pg 8 2 2 2
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Hazardous Substances
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Consents
Planning Hazardous Substance Enforcements Geological
BGS Recorded Mineral Sites
BGS 1:625,000 Solid Geology pg 11 Yes n/a n/a n/a
Brine Compensation Area n/a n/a n/a
Coal Mining Affected Areas n/a n/a n/a
Mining Instability n/a n/a n/a
Natural and Mining Cavities
Potential for Collapsible Ground Stability Hazards n/a n/a
Potential for Compressible Ground Stability Hazards pg 11 Yes n/a n/a
Potential for Ground Dissolution Stability Hazards n/a n/a
Potential for Landslide Ground Stability Hazards pg 11 Yes Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 11 Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 11 Yes n/a n/a
Radon Potential - Radon Affected Areas pg 12 Yes n/a n/a n/a
Radon Potential - Radon Protection Measures pg 12 Yes n/a n/a n/a
Shallow Mining Hazards n/a n/a Industrial Land Use
Contemporary Trade Directory Entries pg 13 2 8
Fuel Station Entries pg 13 1
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use
Areas of Adopted Green Belt
Areas of Unadopted Green Belt
Areas of Outstanding Natural Beauty
Environmentally Sensitive Areas pg 14 1
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks pg 14 1
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest pg 14 1
Special Areas of Conservation pg 14 1
Special Protection Areas
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Agency & Hydrological
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Discharge Consents 1 Operator: Mr Neil Phillips A13SE 117 1 188900 Property Type: Sewerage Network - Pumping Station - Water Company (E) 206555 Location: Ps At Dale Road Development Hubbers, Hubberston, Pembrokeshire, Wales, Sa73 3pq Authority: Environment Agency, Welsh Region Catchment Area: Not Supplied Reference: Bp0318701 Permit Version: 1 Effective Date: 3rd June 2004 Issued Date: 3rd June 2004 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Silverstram Trib Of Hubberston Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 2 Operator: Dwr Cymru Cyfyngedig A8NE 216 1 188800 Property Type: Water Supply Grid (S) 206200 Location: Milford Haven Gelliswick Chlorinate, Chlorinated Overflow Authority: Environment Agency, Welsh Region Catchment Area: Not Supplied Reference: Bp0191001 Permit Version: 1 Effective Date: 2nd October 1989 Issued Date: 2nd October 1989 Revocation Date: 14th March 1994 Discharge Type: Unspecified Discharge Onto Land Environment: Receiving Water: To Land Status: Consent expired Positional Accuracy: Located by supplier to within 100m Discharge Consents 3 Operator: Davies W M H A13SE 218 1 189000 Property Type: Undefined Or Other (SE) 206400 Location: Milford Haven The Poultry Farm Hubb, The Poultry Farm Hubberston Authority: Environment Agency, Welsh Region Catchment Area: Hubberston Pill Reference: Bp0027501 Permit Version: 1 Effective Date: 31st October 1986 Issued Date: 31st October 1986 Revocation Date: 29th September 1992 Discharge Type: Unspecified Discharge Onto Land Environment: Receiving Water: To Land Status: Consent expired Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: Stephens R M & J L A18NE 578 1 188700 Property Type: Undefined Or Other (N) 207400 Location: Lodge Farm Hubberston Milford Haven Authority: Environment Agency, Welsh Region Catchment Area: HA 61 Stream 440 Reference: Bl0136801 Permit Version: 1 Effective Date: 7th July 1980 Issued Date: 7th July 1980 Revocation Date: 17th November 1992 Discharge Type: Unspecified Discharge Onto Land Environment: Receiving Water: To Land Nr. Hubberston Pill Status: Consent expired Positional Accuracy: Located by supplier to within 100m
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Discharge Consents 5 Operator: The Occupier A14SE 815 1 189600 Property Type: Undefined Or Other (E) 206500 Location: 5 Havens Head Milford Haven Authority: Environment Agency, Welsh Region Catchment Area: Not Supplied Reference: Bn0216201 Permit Version: 1 Effective Date: 15th February 1979 Issued Date: 15th February 1979 Revocation Date: 24th July 1994 Discharge Type: Unspecified Discharge Into And/Or Watercourse Environment: Receiving Water: Goose Pill, Milford Haven Status: Consent expired Positional Accuracy: Located by supplier to within 100m Discharge Consents 6 Operator: Evans T W A7SE 835 1 188330 Property Type: Undefined Or Other (S) 205690 Location: Milford Haven 1 & 2 Windmill Villas, 1 & 2 Windmill Villas Gellyswick, Gellyswick Bay Authority: Environment Agency, Welsh Region Catchment Area: HA 61 Stream 440 Reference: Bp0008601 Permit Version: 1 Effective Date: 19th December 1985 Issued Date: 19th December 1985 Revocation Date: 29th September 1992 Discharge Type: Unspecified Discharge Onto Land Environment: Receiving Water: To Land Status: Consent expired Positional Accuracy: Located by supplier to within 10m Discharge Consents 7 Operator: Morgan J P A14NE 844 1 189600 Property Type: Undefined Or Other (E) 206800 Location: Plot No.123 Liddeston, Milford Haven Authority: Environment Agency, Welsh Region Catchment Area: Not Supplied Reference: Bn0056201 Permit Version: 1 Effective Date: 2nd June 1972 Issued Date: 2nd June 1972 Revocation Date: 2nd July 1994 Discharge Type: Unspecified Discharge Onto Land Environment: Receiving Water: To Land Nr. Milford Hvn Status: Consent expired Positional Accuracy: Manually corrected supplier location Nearest Surface Water Feature A13NE 0 - 188726 (N) 206756 Pollution Incidents to Controlled Waters 8 Property Type: Not Given A14SW 315 1 189100 Location: Below Hubberston Dairy (E) 206500 Authority: Environment Agency, Welsh Region Pollutant: Crude Sewage Note: Blockage Incident Date: 9th January 1997 Incident Reference: 30914 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Overflow Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
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Pollution Incidents to Controlled Waters 9 Property Type: Water Company Sewage: Storm Overflow A14SW 518 1 189300 Location: Below Bridge In, Hakin (E) 206400 Authority: Environment Agency, Welsh Region Pollutant: Sewage - Treated Effluent Note: Weather Incident Date: 9th August 1995 Incident Reference: 25485 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Overflow Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Council Premises A14SW 519 1 189300 Location: Location Description Not Available (E) 206600 Authority: Environment Agency, Welsh Region Pollutant: Algae Note: Not Supplied Incident Date: 19th April 1996 Incident Reference: 28098 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Council Premises A14SW 519 1 189300 Location: Location Description Not Available (E) 206595 Authority: Environment Agency, Welsh Region Pollutant: Sewage Fungus Note: Not Supplied Incident Date: 19th April 1996 Incident Reference: 28098 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Not Given A14SW 524 1 189305 Location: Closed Land Fill Site, Close To Carmarthen Beach, Siler (E) 206595 Authority: Environment Agency, Welsh Region Pollutant: Algae Note: Not Supplied Incident Date: 19th April 1996 Incident Reference: 28098 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Not Given A14SW 524 1 189305 Location: Closed Land Fill Site, Close To Closed Esso Filling Station, Siler (E) 206600 Authority: Environment Agency, Welsh Region Pollutant: Sewage Fungus Note: Not Supplied Incident Date: 19th April 1996 Incident Reference: 28098 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 11 Property Type: Oil Storage Depot A12NE 551 1 188000 Location: Golf Club, MILFORD HAVEN (W) 206700 Authority: Environment Agency, Welsh Region Pollutant: Crude Sewage Note: Not Supplied Incident Date: 21st October 1995 Incident Reference: 26335 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Spillage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
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Pollution Incidents to Controlled Waters 12 Property Type: Private Sewage (Non-PLC): Other A14SE 615 1 189400 Location: Footpath, Between Havens (E) 206500 Authority: Environment Agency, Welsh Region Pollutant: Oils - Diesel (Including Agricultural) Note: Mechanical Failure Incident Date: 14th December 1995 Incident Reference: 26892 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Leakage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 13 Property Type: Warehouses A9NE 830 1 189500 Location: Haken (SE) 206000 Authority: Environment Agency, Welsh Region Pollutant: Light Oil Note: Accidental Spillage/Leakage Incident Date: 21st March 1991 Incident Reference: 1898 Catchment Area: Not Given Receiving Water: Not Given Cause of Incident: Spillage Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m Substantiated Pollution Incident Register 14 Authority: Environment Agency Wales, South West Area A8SE 585 1 188730 Incident Date: 31st January 2006 (S) 205832 Incident Reference: 374284 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: Oils - Diesel (Including Agricultural) Water Abstractions 15 Operator: Mr J Davies A17SW 901 1 187760 Licence Number: 22/61/5/0127 (NW) 207210 Permit Version: 100 Location: Reservoir At Big Neeston Authority: Environment Agency, Welsh Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Reservoir At Big Neeston Authorised Start: 01 November Authorised End: 31 March Permit Start Date: 30th March 1988 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Messers Knight Dalton & Bridges A19NE 1021 1 189350 Licence Number: 22/61/5/0103 (NE) 207600 Permit Version: 100 Location: St Botolph'S Reservoir Authority: Environment Agency, Welsh Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: St Botolph's Reservoir Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 31st March 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: Mr J Davies (W) 1863 1 186730 Licence Number: 22/61/5/0053 207170 Permit Version: 100 Location: Reservoir In Enc. 197 Fed By Stream & Surface Springs Authority: Environment Agency, Welsh Region Abstraction: General Agriculture: Spray Irrigation - Storage Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Reservoir In Enc. 197 Fed By Stream & Surface Springs Authorised Start: 01 November Authorised End: 31 March Permit Start Date: 31st March 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Groundwater Vulnerability Geological Minor Aquifer (Variably permeable) - These can be fractured or potentially A13SE 0 1 188782 Classification: fractured rocks, which do not have a high primary permeability, or other (SE) 206506 formations of variable permeability including unconsolidated deposits. Although not producing large quantities of water for abstraction, they are important for local supplies and in supplying base flow to rivers Soil Classification: Soils of Intermediate Leaching Potential (I1) - Soils which can possibly transmit a wide range of pollutants Map Sheet: Sheet 34 Pembroke Scale: 1:100,000 Groundwater Vulnerability Geological Minor Aquifer (Variably permeable) - These can be fractured or potentially A13SE 0 1 188782 Classification: fractured rocks, which do not have a high primary permeability, or other (SE) 206506 formations of variable permeability including unconsolidated deposits. Although not producing large quantities of water for abstraction, they are important for local supplies and in supplying base flow to rivers Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral workings and urban areas is based on fewer observations than elsewhere. A worst case vulnerability classification (H) assumed, until proved otherwise Map Sheet: Sheet 34 Pembroke Scale: 1:100,000 Drift Deposits None Extreme Flooding from Rivers or Sea without Defences None Flooding from Rivers or Sea without Defences None Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None
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Historical Landfill Sites 16 Licence Holder: D V Howells A13SE 0 1 188800 Location: Hubberston, Hakin, Pembrokeshire (E) 206574 Name: Overmile Depot Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD14364 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 6845/0054 BGS Ref: Not Supplied Other Ref: Not Supplied Historical Landfill Sites 17 Licence Holder: S Joseph A13SE 88 1 188887 Location: Hubberston (E) 206572 Name: Wastenot Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD15147 First Input Date: 31st December 1989 Last Input Date: 31st December 1993 Specified Waste Deposited Waste included Inert, Industrial and Household Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 6845/0085 BGS Ref: Not Supplied Other Ref: 046/016 Historical Landfill Sites 18 Licence Holder: K and M Davies A13SE 173 1 188955 Location: Hubberston, Hakin, Pembrokeshire (E) 206570 Name: Overmile Yard Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD14365 First Input Date: Not Supplied Last Input Date: 12th December 1987 Specified Waste Deposited Waste included Inert, Industrial and Household Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 6845/0055 BGS Ref: Not Supplied Other Ref: 017/017B/020 Historical Landfill Sites 19 Licence Holder: Not Supplied A14SW 461 1 189246 Location: Hubberston, Pembrokeshire (E) 206454 Name: 67-68 Camuset Close Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD34473 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Not Supplied Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: Not Supplied BGS Ref: Not Supplied Other Ref: Not Supplied Historical Landfill Sites 20 Licence Holder: Milford Docks Company A14NW 471 1 189177 Location: Tank Farm, Liddeston (NE) 206929 Name: Liddeston - No 3 Tank Farm Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD14401 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert, Industrial, Commercial, Household and Type: Special Waste EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 6845/0046 BGS Ref: Not Supplied Other Ref: 039
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Historical Landfill Sites 21 Licence Holder: A George Edwards A14NE 677 1 189460 Location: Milford Haven (E) 206619 Name: Liddeston Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD14359 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert, Industrial and Household Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 6845/0045 BGS Ref: Not Supplied Other Ref: 025 Historical Landfill Sites 22 Licence Holder: Not Supplied A17NE 808 1 188329 Location: Herbrandston, Pembrokeshire (N) 207558 Name: Total Elf Fina Refinery Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD34474 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Not Supplied Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: Not Supplied BGS Ref: Not Supplied Other Ref: Not Supplied Local Authority Landfill Coverage Name: Pembrokeshire County Council 0 2 186527 - Has supplied landfill data 198773 Local Authority Recorded Landfill Sites 23 Location: Overmile Yard, Dale Road, Hubberston, Milford Haven A13SE 0 2 188700 Reference: Not Supplied (S) 206500 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Unknown Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Applicable Local Authority Recorded Landfill Sites 24 Location: Howells D V And Sons Ltd, Dale Road, Hubberston, Milford Haven A13SE 15 2 188799 Reference: Not Supplied (SE) 206497 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Manually positioned within the geographical locality Boundary Quality: Not Applicable Local Authority Recorded Landfill Sites 25 Location: S. Joseph - Wastenot, Dale Road, Hubberston A13SE 116 2 188900 Reference: Not Supplied (SE) 206501 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Manually positioned within the geographical locality Boundary Quality: Not Applicable Local Authority Recorded Landfill Sites 26 Location: Dpd Edwards, Camuset Close, Hakin, Milford Haven A14SW 512 2 189296 Reference: Not Supplied (E) 206433 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: 31/12/1985 Positional Accuracy: Manually positioned to the road within the address or location Boundary Quality: Not Applicable
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Local Authority Recorded Landfill Sites 27 Location: Longstone Hill Site, Tank Farm, Liddeston, Milford Haven A19SW 610 2 189300 Reference: Not Supplied (NE) 207000 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Unknown Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Applicable Local Authority Recorded Landfill Sites 28 Location: Waste Disposal Site, Liddeston, Milford Haven A14SE 615 2 189400 Reference: Not Supplied (E) 206500 Authority: Pembrokeshire County Council, Environmental Health Department Last Reported Closed Status: Types of Waste: Not Supplied Date of Closure: Not Supplied Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Applicable Registered Landfill Sites 29 Licence Holder: S Joseph A13NW 0 1 188625 Licence Reference: 046 (NW) 206678 Site Location: Rear Of Dale Road, Hubberston, Milford Haven, Pembrokeshire Licence Easting: 188800 Licence Northing: 206500 Operator Location: As Site Address Authority: Environment Agency Wales, South West Area Site Category: Landfill Max Input Rate: Undefined Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st January 1991 Preceded By 016 Licence: Superseded By 016 Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Inert Waste Only Registered Landfill Sites 30 Licence Holder: K & M Davies A13SE 0 1 188751 Licence Reference: 017 (E) 206617 Site Location: Overmile Yard, Hubberston, Milford Haven, Pembrokeshire Licence Easting: 189000 Licence Northing: 206600 Operator Location: Castle Pill Works, Milford Haven, Pembrokeshire Authority: Environment Agency Wales, South West Area Site Category: Landfill Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st July 1986 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Brick,Masonry From Demolition Earth Inert Constr'N/Demol. Waste Prohibited Waste Grass Cuttings Scrap Metal Of Any Description Vegetable Matter
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Registered Landfill Sites 31 Licence Holder: D V Howells & Sons Ltd A12SE 326 1 188246 Licence Reference: 016 (W) 206543 Site Location: Rear Of Premises At Dale Road, Hubberston, Milford Haven, Pembrokeshire Licence Easting: 188000 Licence Northing: 206500 Operator Location: As Site Address Authority: Environment Agency Wales, South West Area Site Category: Landfill Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st January 1986 Preceded By 046 Licence: Superseded By 046 Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Brick,Masonry Earth Inert Constr'N/Demol. Waste Prohibited Waste Cement Grass Cuttings Paper Scrap Metal Timber Vegetable Matter Registered Landfill Sites 32 Licence Holder: D P D Edwards A14SW 385 1 189173 Licence Reference: 013 (E) 206494 Site Location: 67/68 Camuset Close, Hakin, Milford Haven, Pembrokeshire Licence Easting: 189270 Licence Northing: 206470 Operator Location: As Site Address Authority: Environment Agency Wales, South West Area Site Category: Landfill Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st March 1983 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Constr'N/Demol. Inert/Non-Haz/Non-Tox Excavated Natural Materials $ Prohibited Waste Cement Waste Garden/Horticultural Waste Miscellaneous Organic Waste Paper/Cardboard Waste Timber And Other Organic Material Registered Landfill Sites 33 Licence Holder: Amoco Uk Ltd A17NE 837 1 188310 Licence Reference: 003A (N) 207583 Site Location: Milford Haven Refinery, P O Box 10, Milford Haven, Pembrokeshire Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: As Site Address Authority: Environment Agency Wales, South West Area Site Category: Landfill - Sludge land farm Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source Waste produced/controlled by licence holder Restrictions: Status: Record supersededSuperseded Dated: 1st July 1978 Preceded By Not Given Licence: Superseded By 038 Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Good Authorised Waste Iron Oxide Scale Oil Contaminated Sludge Wastes Oil/Water Mixtures Spent Bauxite Spent Catalyst From Cracking Unit
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Registered Landfill Sites 34 Licence Holder: Esso Petroleum Co Ltd A7NW 993 1 187797 Licence Reference: 006 (SW) 205954 Site Location: Esso Refinery, Sludge Farm 2, Milford Haven, Pembrokeshire Licence Easting: 187600 Licence Northing: 205800 Operator Location: Esso Refinery, Po Box 11, Milford Haven, Pembrokeshire, Sa73 3su Authority: Environment Agency Wales, South West Area Site Category: Landfill - Sludge land farm Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source Waste produced/controlled by licence holder Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st March 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Oil-Contaminated Sand
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 10 of 20 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS 1:625,000 Solid Geology Description: Lower Devonian A3NE 0 3 188923 (S) 205556 Coal Mining Affected Areas In an area which may not be affected by coal mining Potential for Collapsible Ground Stability Hazards No Hazard Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13SW 181 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Ground Dissolution Stability Hazards No Hazard Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SW 0 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 181 3 188500 Source: British Geological Survey, National Geoscience Information Service (SW) 206375 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 184 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 188 3 188450 Source: British Geological Survey, National Geoscience Information Service (SW) 206425 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SW 196 3 188425 Source: British Geological Survey, National Geoscience Information Service (SW) 206450 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SW 199 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206375 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 199 3 188525 Source: British Geological Survey, National Geoscience Information Service (SW) 206325 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SW 202 3 188550 Source: British Geological Survey, National Geoscience Information Service (S) 206300 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 218 3 188400 Source: British Geological Survey, National Geoscience Information Service (SW) 206450 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 238 3 188425 Source: British Geological Survey, National Geoscience Information Service (SW) 206375 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SW 242 3 188350 Source: British Geological Survey, National Geoscience Information Service (W) 206500 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13SW 181 3 188475 Source: British Geological Survey, National Geoscience Information Service (SW) 206400 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A3NE 0 3 188681 Source: British Geological Survey, National Geoscience Information Service (S) 205500 Radon Potential - Radon Affected Areas Affected Area: The property is in a radon affected area, as between 10 and 30% of homes A12NW 0 3 187925 are above the action level (W) 206622 Source: British Geological Survey, National Geoscience Information Service
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 11 of 20 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Radon Potential - Radon Protection Measures Protection Measure: Full radon protective measures are necessary in the construction of new A12NW 03187925 dwellings or extensions (W) 206622 Source: British Geological Survey, National Geoscience Information Service Shallow Mining Hazards No Hazard
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 12 of 20 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 35 Name: Kerbside Car Sales A13NW 8 - 188544 Location: Calor Gas Yard,Dale Rd, Hubberston, Milford Haven, Dyfed, SA73 3RX (NW) 206773 Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 36 Name: Talbot Timber Ltd A13SE 155 - 188935 Location: Hubberston Road, Hubberston, MILFORD HAVEN, Dyfed, SA73 3PR (SE) 206392 Classification: Builders' Merchants Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 37 Name: C O Lifton A8SE 555 - 188902 Location: 187, Haven Drive, Hakin, Milford Haven, Dyfed, SA73 3HR (S) 205874 Classification: Stained Glass Designers & Producers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 38 Name: All White Services A14NE 765 - 189475 Location: 3, Liddeston Close, Liddeston, Milford Haven, Dyfed, SA73 3PY (E) 206951 Classification: Domestic Appliances - Servicing, Repairs & Parts Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 39 Name: Rite Konnection Electrical Contractors A14SE 824 - 189609 Location: Havens Head, Milford Haven, Dyfed, SA73 3QH (E) 206464 Classification: Electrical Engineers Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 40 Name: Davies A9NE 847 - 189528 Location: 60, Waterloo Road, Hakin, Milford Haven, Dyfed, SA73 3PD (SE) 206016 Classification: Coal & Smokeless Fuel Merchants & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 41 Name: Launderama Laundry Services A9NE 892 - 189567 Location: 49-51, Waterloo Road, Hakin, Milford Haven, Dyfed, SA73 3PD (SE) 205993 Classification: Laundries & Launderettes Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 41 Name: A C Davies A9NE 915 - 189582 Location: The Ropewalk, Hakin, Milford Haven, Dyfed, SA73 3LW (SE) 205973 Classification: Coal & Smokeless Fuel Merchants & Distributors Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 41 Name: A Davies A9NE 915 - 189582 Location: The Ropewalk, Hakin, Milford Haven, Dyfed, SA73 3LW (SE) 205973 Classification: Gas Suppliers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 42 Name: Hakin Motors A9SE 989 - 189623 Location: Upper Hill Street, Hakin, Milford Haven, Dyfed, SA73 3LU (SE) 205896 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Fuel Station Entries 43 Name: Hubberston Service Station A14SW 311 - 189095 Location: Dale Road, Hubberston, MILFORD HAVEN, Pembrokeshire, SA73 3PN (SE) 206434 Brand: OBSOLETE Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Located by supplier to within 10m
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 13 of 20 Sensitive Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Environmentally Sensitive Areas 44 Name: Preseli A8SE 0 4 188678 Multiple Areas: Y (S) 205690 Total Area (m2): 1187932672 Source: The National Assembly for Wales, GI Services (Department of Planning & Countryside) National Parks 45 Name: Pembrokeshire Coast A12NW 585 4 187951 Multiple Area: Y (W) 206827 Area (m2): 187307472 Source: The National Assembly for Wales, GI Services (Department of Planning & Countryside) Status: Fully Designated - designated as a National Park Designation Date: 31st December 1952 Sites of Special Scientific Interest 46 Name: Milford Haven Waterway A8SW 722 5 188591 Multiple Areas: Y (S) 205713 Total Area (m2): 21923455.1 Source: Countryside Council for Wales Reference: 28232wp3 Designation Details: Mixed Biological And Geological Designation Date: 4th March 1993 Date Type: Notified Special Areas of Conservation 47 Name: Pembrokeshire Marine / Sir Benfro Forol A8SW 722 5 188591 Multiple Areas: Y (S) 205713 Total Area (m2): 1380663962.03 Source: Countryside Council for Wales Reference: Uk0013116 Status: Designated
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 14 of 20 Data Currency
Agency & Hydrological Version Update Cycle
Contaminated Land Register Entries and Notices Pembrokeshire County Council - Public Protection Division November 2008 Annual Rolling Update Discharge Consents Environment Agency - Welsh Region July 2009 Quarterly Enforcement and Prohibition Notices Environment Agency - Welsh Region September 2009 As notified Integrated Pollution Controls Environment Agency - Welsh Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - Welsh Region July 2009 Quarterly Local Authority Integrated Pollution Prevention And Control Pembrokeshire County Council - Environmental Health Department January 2009 Annual Rolling Update Local Authority Pollution Prevention and Controls Pembrokeshire County Council - Environmental Health Department January 2009 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Pembrokeshire County Council - Environmental Health Department January 2009 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey May 2009 Quarterly Pollution Incidents to Controlled Waters Environment Agency - Welsh Region December 1998 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - Welsh Region September 2009 As notified Prosecutions Relating to Controlled Waters Environment Agency - Welsh Region September 2009 As notified Registered Radioactive Substances Environment Agency - Welsh Region July 2009 Quarterly River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office January 2009 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office January 2009 Annually Substantiated Pollution Incident Register Environment Agency Wales - South West Area July 2009 Quarterly Water Abstractions Environment Agency - Welsh Region July 2009 Quarterly Water Industry Act Referrals Environment Agency - Welsh Region July 2009 Quarterly Groundwater Vulnerability Environment Agency - Head Office January 1999 Not Applicable Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Source Protection Zones Environment Agency - Head Office May 2009 Variable Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office September 2009 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office September 2009 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office September 2009 Quarterly
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 15 of 20 Data Currency
Agency & Hydrological Version Update Cycle
Flood Water Storage Areas Environment Agency - Head Office September 2009 Quarterly Flood Defences Environment Agency - Head Office September 2009 Quarterly
Waste Version Update Cycle
BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency Wales - South West Area July 2009 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - Welsh Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency Wales - South West Area July 2009 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency Wales - South West Area July 2009 Quarterly Local Authority Landfill Coverage Pembrokeshire County Council - Environmental Health Department May 2000 Not Applicable Local Authority Recorded Landfill Sites Pembrokeshire County Council - Environmental Health Department May 2000 Not Applicable Registered Landfill Sites Environment Agency Wales - South West Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency Wales - South West Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency Wales - South West Area March 2003 Not Applicable
Hazardous Substances Version Update Cycle
Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive April 2009 Bi-Annually Explosive Sites Health and Safety Executive January 2009 Bi-Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Pembrokeshire Coast National Park Authority - Development Control July 2009 Annual Rolling Update Pembrokeshire County Council - Planning Department November 2008 Annual Rolling Update Planning Hazardous Substance Consents Pembrokeshire Coast National Park Authority - Development Control July 2009 Annual Rolling Update Pembrokeshire County Council - Planning Department November 2008 Annual Rolling Update
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 16 of 20 Data Currency
Geological Version Update Cycle
BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service April 2009 Bi-Annually BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service August 1996 Not Applicable Coal Mining Affected Areas The Coal Authority - Mining Report Service January 2006 As notified Mining Instability Ove Arup & Partners October 2000 Not Applicable Natural and Mining Cavities Peter Brett Associates April 2009 Variable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2009 Annually Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service May 2007 As notified Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service May 2007 As notified Shallow Mining Hazards British Geological Survey - National Geoscience Information Service August 2002 Not Applicable
Industrial Land Use Version Update Cycle
Contemporary Trade Directory Entries Thomson Directories May 2009 Quarterly Fuel Station Entries Catalist Ltd - (Fuel Station Data) August 2009 Quarterly
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 17 of 20 Data Currency
Sensitive Land Use Version Update Cycle
Areas of Outstanding Natural Beauty Countryside Council for Wales January 2009 Bi-Annually Environmentally Sensitive Areas The National Assembly for Wales - GI Services (Department of Planning & Countryside) August 2008 Annually Forest Parks Forestry Commission April 1997 Not Applicable Marine Nature Reserves Countryside Council for Wales January 2009 Bi-Annually National Nature Reserves Countryside Council for Wales January 2009 Bi-Annually National Parks The National Assembly for Wales - GI Services (Department of Planning & Countryside) August 2008 Annually Nitrate Sensitive Areas Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) December 2003 Not Applicable Nitrate Vulnerable Zones The National Assembly for Wales - GI Services (Department of Planning & Countryside) October 2005 Annually Ramsar Sites Countryside Council for Wales January 2009 Bi-Annually Sites of Special Scientific Interest Countryside Council for Wales January 2009 Bi-Annually Special Areas of Conservation Countryside Council for Wales January 2009 Bi-Annually Special Protection Areas Countryside Council for Wales January 2009 Bi-Annually
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 18 of 20 Data Suppliers
A selection of organisations who provide data within this report
Data Supplier Data Supplier Logo
Ordnance Survey
Environment Agency
Scottish Environment Protection Agency
The Coal Authority
British Geological Survey
Centre for Ecology and Hydrology
Countryside Council for Wales
Scottish Natural Heritage
Natural England
Health Protection Agency
Ove Arup
Peter Brett Associates
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 19 of 20 Useful Contacts
Contact Name and Address Contact Details
1 Environment Agency - National Customer Contact Telephone: 08708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY
2 Pembrokeshire County Council - Environmental Health Telephone: 01437 764551 Department Fax: 01437 775838 Website: www.pembrokeshire.gov.uk Public Protection Division, Pembrokeshire County Council, County Hall, Haverfordwest, Pembrokeshire, SA61 1TP
3 British Geological Survey - Enquiry Service Telephone: 0115 936 3143 Fax: 0115 936 3276 British Geological Survey, Kingsley Dunham Centre, Keyworth, Email: [email protected] Nottingham, Nottinghamshire, NG12 5GG Website: www.bgs.ac.uk
4 The National Assembly for Wales - GI Services Telephone: 02920 825111 (Department of Planning & Countryside) Website: www.wales.gov.uk Yr Hen Ysgol Gymraeg, Alexandria Road, Aberystwyth, Ceredigion, SY23 1LD
5 Countryside Council for Wales Telephone: 01248 385500 Fax: 01248 355782 Plas Penrhose, Fford Penrhos, Bangor, Gwynedd, LL57 2LQ
- Health Protection Agency - Radon Survey, Centre for Telephone: 01235 822622 Radiation, Chemical and Environmental Hazards Fax: 01235 833891 Email: [email protected] Chilton, Didcot, Oxfordshire, OX11 0RQ Website: www.hpa.org.uk
- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 The Smith Centre, Henley On Thames, Oxfordshire, RG9 6AB Email: [email protected] Website: www.landmarkinfo.co.uk
Please note that the Environment Agency / SEPA have a charging policy in place for enquiries.
Order Number: 28896052_1_1 Date: 21-Sep-2009 rpr_ec_datasheet v42.0 A Landmark Information Group Service Page 20 of 20 Groundwater Vulnerability
Site Sensitivity Context Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v12.0 21-Sep-2009 Page 1 of 3 Source Protection Zones
Site Sensitivity Context Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v12.0 21-Sep-2009 Page 2 of 3 Sensitive Land Uses
Site Sensitivity Context Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v12.0 21-Sep-2009 Page 3 of 3 Site Sensitivity Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 1 of 3 Flood Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 2 of 3 For Borehole information please refer to the Borehole .csv file which accompanied this slice.
A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.
Borehole Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 3 of 3 Site Sensitivity Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Plot Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 1 of 1 Historical Mapping Legends
Ordnance Survey County Series 1:10,560 Ordnance Survey Plan 1:10,000 1:10,000 Raster Mapping
Historical Mapping & Photography included:
Mapping Type Scale Date Pg Pembrokeshire 1:10,560 1868 - 1887 3 Pembrokeshire 1:10,560 1887 - 1897 4 Pembrokeshire 1:10,560 1908 - 1909 5 Pembrokeshire 1:10,560 1937 - 1953 6 Milford Haven 1:5,000 1950 7 Pembrokeshire 1:10,560 1953 8 Ordnance Survey Plan 1:10,000 1964 9 Ordnance Survey Plan 1:10,000 1970 - 1978 10 Ordnance Survey Plan 1:10,000 1977 11 Ordnance Survey Plan 1:10,000 1992 - 1994 12 10K Raster Mapping 1:10,000 2000 13 10K Raster Mapping 1:10,000 2006 14 10K Raster Mapping 1:10,000 2009 15
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 1 of 15 Russian Military Mapping Legends
1:5,000 and 1:10,000 mapping 1:25,000 mapping Key to Numbers on Mapping
Historical Mapping & Photography included:
SM80NE_Milford_Haven Mapping Type Scale Date Pg Pembrokeshire 1:10,560 1868 - 1887 3 No. Description Pembrokeshire 1:10,560 1887 - 1897 4 12 Observatory 15 Telegraph Pembrokeshire 1:10,560 1908 - 1909 5 Pembrokeshire 1:10,560 1937 - 1953 6 Milford Haven 1:5,000 1950 7 Pembrokeshire 1:10,560 1953 8 Ordnance Survey Plan 1:10,000 1964 9 Ordnance Survey Plan 1:10,000 1970 - 1978 10 Ordnance Survey Plan 1:10,000 1977 11 Ordnance Survey Plan 1:10,000 1992 - 1994 12 10K Raster Mapping 1:10,000 2000 13 10K Raster Mapping 1:10,000 2006 14 10K Raster Mapping 1:10,000 2009 15
Russian Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 2 of 15 Pembrokeshire Published 1868 - 1887 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 3 of 15 Pembrokeshire Published 1887 - 1897 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 4 of 15 Pembrokeshire Published 1908 - 1909 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 5 of 15 Pembrokeshire Published 1937 - 1953 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 6 of 15 Milford Haven Published 1950 Source map scale - 1:5,000 These maps were produced by the Russian military during the Cold War between 1950 and 1997, and cover 103 towns and cities throughout the U.K. The maps are produced at 1:25,000, 1:10,000 and 1:5,000 scale, and show detailed land use, with colour-coded areas for development, green areas, and non-developed areas. Buildings are coloured black and important building uses (such as hospitals, post offices, factories etc.) are numbered, with a numbered key describing their use. They were produced by the Russians for the benefit of navigation, as well as strategic military sites and transport hubs, for use if they were to have invaded the U.K. The detailed information provided indicates that the areas were surveyed using land-based personnel, on the ground, in the cities that are mapped.
Map Name(s) and Date(s)
Russian Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 7 of 15 Pembrokeshire Published 1953 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 8 of 15 Ordnance Survey Plan Published 1964 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 9 of 15 Ordnance Survey Plan Published 1970 - 1978 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 10 of 15 Ordnance Survey Plan Published 1977 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 11 of 15 Ordnance Survey Plan Published 1992 - 1994 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 12 of 15 10k Raster Mapping Published 2000 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 13 of 15 10k Raster Mapping Published 2006 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 14 of 15 10k Raster Mapping Published 2009 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 1000 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 15 of 15 Historical Mapping Legends
Ordnance Survey County Series and Ordnance Survey Plan, Additional SIMs and Large-Scale National Grid Data 1:2,500 and Ordnance Survey Plan 1:2,500 Supply of Unpublished Survey Information 1:1,250 1:2,500 and 1:1,250 Historical Mapping & Photography included:
Mapping Type Scale Date Pg Pembrokeshire 1:2,500 1875 2 Pembrokeshire 1:2,500 1908 3 Pembrokeshire 1:2,500 1937 4 Ordnance Survey Plan 1:1,250 1968 5 Ordnance Survey Plan 1:2,500 1974 6 Ordnance Survey Plan 1:1,250 1975 - 1976 7 Supply of Unpublished Survey Information 1:1,250 1976 8 Supply of Unpublished Survey Information 1:2,500 1976 9 Additional SIMs 1:1,250 1990 10 Large-Scale National Grid Data 1:1,250 1995 11
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 1 of 11 Pembrokeshire Published 1875 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 2 of 11 Pembrokeshire Published 1908 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 3 of 11 Pembrokeshire Published 1937 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 4 of 11 Ordnance Survey Plan Published 1968 Source map scale - 1:1,250 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 5 of 11 Ordnance Survey Plan Published 1974 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 6 of 11 Ordnance Survey Plan Published 1975 - 1976 Source map scale - 1:1,250 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 7 of 11 Supply of Unpublished Survey Information Published 1976 Source map scale - 1:1,250 SUSI maps (Supply of Unpublished Survey Information) were produced between 1972 and 1977, mainly for internal use at Ordnance Survey. These were more of a `work-in-progress' plan as they showed updates of individual areas on a map. These maps were unpublished, and they do not represent a single moment in time. They were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 8 of 11 Supply of Unpublished Survey Information Published 1976 Source map scale - 1:2,500 SUSI maps (Supply of Unpublished Survey Information) were produced between 1972 and 1977, mainly for internal use at Ordnance Survey. These were more of a `work-in-progress' plan as they showed updates of individual areas on a map. These maps were unpublished, and they do not represent a single moment in time. They were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 9 of 11 Additional SIMs Published 1990 Source map scale - 1:1,250 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 10 of 11 Large-Scale National Grid Data Published 1995 Source map scale - 1:1,250 'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188680, 206620 Slice: A Site Area (Ha): 6.59 Search Buffer (m): 100 Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 11 of 11 Index Map
For ease of identification, your site and buffer have been split into Slices, Segments and Quadrants. These are illustrated on the Index Map opposite and explained further below.
Slice Each slice represents a 1:10,000 plot area (2.7km x 2.7km) for your site and buffer. A large site and buffer may be made up of several slices (represented by a red outline), that are referenced by letters of the alphabet, starting from the bottom left corner of the slice "grid". This grid does not relate to National Grid lines but is designed to give best fit over the site and buffer.
Segment A segment represents a 1:2,500 plot area. Segments that have plot files associated with them are shown in dark green, others in light blue. These are numbered from the bottom left hand corner within each slice.
Quadrant A quadrant is a quarter of a segment. These are labelled as NW, NE, SW, SE and are referenced in the datasheet to allow features to be quickly located on plots. Therefore a feature that has a quadrant reference of A7NW will be in Slice A, Segment 7 and the NW Quadrant.
A selection of organisations who provide data within this report:
Envirocheck reports are compiled from 136 different sources of data.
Client Details MR M Riley, Integral Geotechnique, Integral House, 7 Beddau Way, Castlegate Business Park, Caerphilly, CF83 2AX Order Details Order Number: 28896052_1_1 Customer Ref: 10523/RD National Grid Reference: 188670, 206630 Site Area (Ha): 6.59 Search Buffer (m): 1000
Site Details Dale Road, Hubberston, Milford Haven
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v40.0 21-Sep-2009 Page 1 of 2 LANDMARK TERMS AND CONDITIONS Version 6.04 28 Jul 2007 Definitions Services are and shall remain owned by either Landmark or to provide an element or elements of the Services shall not resulting from inaccuracy or omission in primary or subject to the terms and conditions on which they supply the request by Landmark, Landmark shall not be required to pay "Authorised Reseller" meansan agent or reseller of Landmark our Suppliers and nothing in these Terms purports to prejudice Landmark's or its Authorised Reseller's ability to secondary information and data, inaccurate processing of Third Party Content to Landmark. any Contribution. Notwithstanding the payment of the whomLandmarkhas duly appointedto resell its Reports and transfer, assign or grant any rights to You in respect of the require payment in respect of the Services delivered to You. information and data by third parties, computer malfunction 7. 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Landmark does not guarantee that an radioactivity from any nuclear fuel or from any nuclear "Services" meansthe provision of any service by Landmark security measures to safeguard the Services from inaccuracies, faults or omissions in the Services, nor shall insurance policy will be available on a Property Site. All waste from the combustion of nuclear fuel or the 10. Governing Law pursuant to these Terms, including withoutlimitation,any Report. unauthorised access, use or copying. Landmark have any liability if the Services are used decisions with regard to the offer of insurance policies for radioactive toxic explosive or other hazardous properties a. These terms shall be governed by and construed in "Landmark Fees" meansany charges levied by Landmarkfor e. Each recipient of the Services agrees (and agrees it will otherwise than in accordance with these Terms. any premises will be made solely at the discretion of the of any explosive nuclear assembly or nuclear accordance with English law and each party agrees Services provided to You. cause its employees, agents or contractors who may from d. Save as precluded by law, Landmark shall not be liable for insurers and Landmark accepts no liability in this regard. component thereof. irrevocably submit to the exclusive jurisdiction of the English "Suppliers" meansany organisationwho provides data or time to time have access to the Services to agree) it will not, any indirect or consequential loss, damage or expenses The provision of a Report does not constitute any indication Asbestos arising out of or related in any way to courts If any dispute arises out of or in connection with this informationof any form to Landmark. except as permitted herein or by separate agreement with (including loss of profits, loss of contracts, business or by Landmark that insurance will be available on the property. asbestos or asbestos-containing materials on or in agreement (a "Dispute") the parties undertake that, prior to "Terms" meansthese Terms & Conditions. Landmark:- goodwill) howsoever arising out of any problem, event, i. Professional opinions contained in Reports are provided to structures or services serving the structures. the commencement of Court proceedings, they will seek to "Third Party Content" meansthe services, software, i. effect or attempt to effect any modification, merger or action or default by Landmark. Landmark by third parties, and such third parties are solely Naturally occurring materials arising from the presence have the Dispute resolved amicably by use of an alternative informationand other content or functionality provided by third change to the Service, nor permit any other person to e. In any event, and notwithstanding anything contained in liable for the opinion provided. For the avoidance of doubt, or required removal of naturally occurring materials dispute resolution procedure acceptable to both parties with parties and linked to or contained in the Services. do so; or these Terms, Landmark's liability in contract, tort (including those parties providing assessments or professional except in circumstances where such materials are the assistance of the Centre for Dispute Resolution (CEDR) "Websites" meanswebsiteshosted by Landmarkand includes ii. copy, use, market, re-sell, distribute, merge, alter, add negligence or breach of statutory duty) or otherwise opinions on Landmark products include RPS Plc & Wilbourn present in concentrations which are in excess of their if required, by written notice initiating that procedure. If the the Content and any report, service, document,data-set, to or carry on any redistribution, reproduction, howsoever arising by reason or in connection with this Associates Limited, and any issues with regard to the natural concentration. Dispute has not been resolved to the satisfaction of either softwareor informationcontained therein, derived there from or translation, publication, reduction to any electronic Contract (except in relation to death or personal injury) shall provision of such opinion should be taken up with the Intentional non-compliance arising from the intentional party within 60 days of initiation of the procedure or if either thereby. medium or machine readable form or commercially be limited to an aggregate amount not exceeding £1 million if relevant third party. disregard of or knowing wilful or deliberate non- party fails or refuses to participate in or withdraws from 1. Terms & Conditions exploit or in any other way deal with or utilise or (except the complaint is in relation to a Report on residential If Landmark provides You with any additional service compliance by any owner or occupier of the Property participating in the procedure then either party may refer a. These Terms govern the relationship between You and as expressly permitted by applicable law) reverse property and an aggregate amount not exceeding £10 million obtained from a third party, including but not limited to any Site with any statute, regulation, administrative the Dispute to the Court. Landmark whether You are an unregistered visitor to the engineer, decompile or disassemble the Services, in respect of any other Report or Service purchased from interpretation or conclusion, risk assessment or complaint, notice of violation, or notice letter of any 11. General; Complaints Website or are purchasing Services. Where these Terms Content or Website; or Landmark. environmental report or search carried out in relation to a Regulatory Authority. a. Landmark may assign its rights and obligations under these are not expressly accepted by You they will be deemed to iii. remove, alter or in any way change any trademark or f. Landmark will not be liable for any defect, failure or Report on Your Property Site, subject to clause 6.o below Any condition which is known or ought reasonably to Terms without prior notice or any limitation. have been accepted by You, and You agree to be bound by proprietary marking in any element of the Services and omission relating to Services that is not notified to Landmark Landmark will not be liable in any way for any information have been known to the First Purchaser or the First b. Landmark may authorise or allow our contractors and other these Terms when You place any Order, or pay for any You shall acknowledge the ownership of the Content, within six months of the date of the issue becoming apparent contained therein or any issues arising out of the provision Purchaser's Lender prior to the purchase of the Report. third parties to provide to Landmark and/or to You services Services provided where such Content is incorporated or used into Your and in any event, within twelve years of the date of the of those additional services to You. Landmark will be Any condition which is caused by acts of War or an Act necessary or related to the Services and to perform b. If the person communicating with Landmark is an Authorised own documents, reports, systems or services whether Service. deemed to have acted as an agent in these circumstances of Terrorism. Landmark's obligations and exercise Landmark's rights Reseller, they must ensure that You agree to these Terms. or not these are supplied to any third party. g. You acknowledge that:- and the supply of these additional services will be governed Any property belonging to or in the custody or control of under these Terms, which may include collecting payment c. The headings in these Terms are for convenience only and iv. create any product which is derived directly or indirectly i. Subject to clause 6.o below You shall have no claim or by the terms and conditions of those Third Parties. the First Purchaser which does not form a fixed part of on Landmark's behalf. shall not affect the meaning or interpretation of any part of from the data contained in the Services recourse against any Third Party Content supplier nor j. In any event no person may rely on a Service more than 12 the Property Site or the structure. c. No waiver on Landmark's part to exercise, and no delay in these Terms. f. The mapping contained in any Services is protected by any of our other Suppliers. You will not in any way hold months after its original date. Any fines liquidated damages punitive or exemplary exercising, any right, power or provision hereunder shall d. Landmark may modify these Terms, and may discontinue or Crown Copyright and must not be used for any purpose us responsible for any selection or retention of, or the k. If You wish to vary any limitation of liability as set out in damages. operate as a waiver thereof, nor shall any single or partial revise any or all other aspects of the Services at our sole outside the context of the Services or as specifically acts of omissions of Third Party Content suppliers or these Terms, You must request such variation prior to Any bodily injury including without limitation, death, exercise of any right, power or provision hereunder discretion, with immediate effect and without prior notice, provided by these Terms. other Suppliers (including those with whom We have ordering the Service. Landmark shall use its reasonable illness or disease, mental injury, anguish or nervous preclude the exercise of that or any other right, power or including without limitation changing the Services available at g. You are permitted to make five copies of any Report, but are contracted to operate various aspects or parts of the endeavours to agree such variation but shall not be obliged shock. provision. any given time. Any amendment or variation to these Terms not authorised to re-sell the Report, any part thereof or any Service) in connection with the Services (for the to do so. Any financial loss in respect of any loss of any rental, d. Unless otherwise stated in these Terms, all notices from You shall be posted on our Websites. Continued use of the copy thereof unless you are an Authorised Reseller. Further avoidance of doubt Landmark is not a Third Party l. Time shall not be of the essence with respect to the profit, revenue, savings or business or any to Landmark must be in writing and sent to the Landmark Services by You shall be deemed an acceptance by You to copies may not be made in whole or in part without the prior Content supplier). Landmark does not promise that the provision of the Services. consequential indirect or economic loss damage or registered office (or in the case of an Authorised Reseller, be bound by any such amendments to the Terms. written permission of Landmark who shall be entitled to make supply of the Services will be uninterrupted or error free m. Ordnance Survey have undertaken a positional accuracy expense including the cost of rent of temporary to its registered office address) and subject to paragraph e e. These Terms, together with the prices and delivery details a charge for each additional copy. or provide any particular facilities or functions, or that improvement programme which may result in discrepancies premises or business interruption. below all notices from Landmark to You will be displayed on set out on our Websites, Landmark's Privacy Policy and 4. Charges the Content will always be complete, accurate, precise, between the positioning of features used in datasets in the Any losses incurred following a material change in use our Websites from time to time. Your Order comprise the whole agreement relating to the a. VAT at the prevailing rate shall be payable in addition to the free from defects of any other kind, computer viruses, Services and the updated Ordnance Survey mapping. of, alteration or development of the Property Site. e. Any complaints in relation to the Services should, in the first supply of Services to You by Landmark. No prior stipulation, Landmark Fees. You shall pay any other applicable indirect software locks or other similar code although Landmark Subject to clause 6.o below, Landmark and its Suppliers d. The maximum sum that shall be contributed by Landmark in instance, be in writing addressed to the Customer Service agreement, promotional material or statement whether taxes related to Your use of the Services. will use reasonable efforts to correct any inaccuracies exclude all and any liability incurred as a result of the respect of any Contribution shall be limited to £60,000. In Support Manager at the Landmark registered office. written or oral made by any sales or other person or b. An individual or a monthly invoice showing all Orders within a reasonable period of them becoming known to implementation of such positional accuracy improvement the event that more than one Report is purchased on the Landmark or its agents will respond to any such complaints representative on our behalf should be understood as a created by You will be generated subject to these Terms. us; programme. Property Site the Contribution will only be payable under the in writing as soon as practicably possible. variation of these Terms. Save for fraud or You will pay the Landmark Fees at the rates set out in ii. Landmark's only obligation is to exercise reasonable skill n. Where Landmark provides its own risk assessment in first Report purchased by or on behalf of any First f. A person who is not a party to any contract made pursuant misrepresentation, Landmark shall have no liability for any Landmark's or its Authorised Reseller's invoice. The and care in providing environmental property risk connection with any Report, Landmark shall carry out such Purchaser or First Purchaser's Lender and no Contribution to these Terms shall have no right under the Contract (Right such representation being untrue or misleading. Landmark Fees are payable in full within 30 days without information to persons acting in a professional or assessment with all reasonable skill and care but shall have will be made in respect of subsequent Reports purchased by of Third Parties) Act 1999 to enforce any terms of such f. These Terms shall prevail at all times to the exclusion of all deduction, counterclaim or set off. You acknowledge that commercial capacity who are skilled in the use of no liability for any such risk assessment conclusion which is or on behalf of such First Purchaser, First Purchaser's contract and Landmark shall not be liable to any such third other terms and conditions including any terms and time is of the essence with respect to the payment of such property and environmental information and You hereby provided for information only, save where Landmark Lender or any person connected to them. party in respect of any Services supplied. conditions which You may purport to apply even if such invoices. Landmark reserve the right to amend the Landmark acknowledge that You are such a person; conducted the same negligently, in which case the e. Landmark shall only pay a Contribution where the Notice is g. Landmark's Privacy Policy as displayed on the Website other provisions are submitted in a later document or purport Fees from time to time and the Services will be charged at iii. no physical inspection of the Property Site reported on provisions of clause 6 shall apply. Notwithstanding the served within 36 months of the date of the Report. governs the use made of any information You supply to to exclude or override these Terms and neither the course of the Landmark Fee applicable at the date on which the is carried out as part of any Services offered by provision of any such risk assessment conclusion you f. Any rights to a Contribution under this Clause 7 are not Landmark. conduct between parties nor trade practice shall act to Service is ordered. Landmark and Landmark do not warrant that all land should carefully examine the remainder of the Report and assignable in the event of a sale of the Property Site and modify these Terms. c. We may charge interest on late payment at a rate equal to uses or features whether past or current will be should not take or refrain from taking any action based Landmark will not make any Contribution after the date of 2. Services 3% per annum above the base lending rate of National identified in the Services. The Services do not include solely on the basis of the risk assessment. For the completion of such sale. a. Landmark will use reasonable care and skill in providing the Westminster Bank plc. any information relating to the actual state or condition avoidance of doubt, the provisions of this clause 6n apply g. In the event the First Purchaser or First Purchaser's Lender Services to You, however, the Services are provided on the d. Landmark or its Authorised Reseller shall not be obliged to of any Property Site nor should they be used or taken to solely to risk assessments conducted by Landmark, and the wishes to claim any Contribution, it shall notify Landmark in express basis that the information and data supplied in the invoice any party other than You for the provision of indicate or exclude actual fitness or unfitness of a provision of any other risk assessment by a third party shall writing within 3 months of the date of the Notice. The First Services are derived from third party sources and Landmark Services, but where Landmark or its Authorised Reseller Property Site for any particular purpose nor should it be be governed by such third party's terms in accordance with Purchaser or First Purchaser's Lender (as applicable) shall does not warrant the accuracy or completeness of such does so invoice any third party at Your request, and such relied upon for determining saleability or value or used the provisions of clause 6i above. comply with all reasonable requirements of Landmark with information or data. Such information is derived solely from invoice is not accepted or remains unpaid, Landmark or its as a substitute for any physical investigation or o. Landmark obtains much of the information contained in its regard to the commission and conduct of the remediation those sources specifically cited in the Services and Authorised Reseller shall have the option at any time to inspection. Landmark recommends that You inspect Report from third parties. Landmark will not accept any works to be carried out under the Notice, and in the event Landmark does not claim that these sources represent an cancel such invoice and invoice You direct for such and take other advice in relation to the Property Site liability to You for any negligent or incorrect entry, or error the First Purchaser or First Purchaser's Lender (as exhaustive or comprehensive list of all sources that might be Services. Where Your order comprises a number of and not rely exclusively on the Services. or corruption in the Third Party Content supplied to applicable) does not do so, including without limitation, consulted. Services or severable elements within any one or more iv. Subject to clause 6.o below, Landmark shall not be Landmark, but Landmark's Suppliers may be liable for such obtaining Landmark's prior written consent to any estimates 3. Intellectual Property Services, any failure by Landmark or its Authorised Reseller responsible for error or corruption in the Services negligent or incorrect entries, or errors or corruptions, for such works or complying with any other reasonable a. You acknowledge that all Intellectual Property Rights in the Landmark Information Group Limited, 7 Abbey Court, Eagle Way, Exeter, EX2 7HY Email: [email protected] © Landmark Information Group Limited Order Number: 28896052 A Landmark Information Group Service Page 2 of 2