Geotechnical Investigation and Contamination Assessment Report
St. Mary’s Garage, Fore Street, Kingskerswell, Newton Abbot, Devon
Mrs S Wells March 2010
SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
REPORT CONTROL SHEET
SITE ADDRESS: ST. MARY’S GARAGE FORE STREET KINGSKERSWELL NEWTON ABBOT DEVON CLIENT: MRS S WELLS REPORT TITLE: GEOTECHNICAL INVESTIGATION AND CONTAMINATION ASSESSMENT REPORT ISSUE DATE: 31 MARCH 2010 REPORT NO.: SR/SB/DT/10127/GICAR
PREPARED BY: STEVE BISHOP SIGNATURE: POSITION: ENGINEERING GEOLOGIST QUALIFICATIONS: BSc (Hons). MSc. FGS.
ISSUED BY: SIMON RUDDLESDEN SIGNATURE: POSITION: DIRECTOR QUALIFICATIONS: BSc (Hons). MSc. DIC. FGS.
RUDDLESDEN GEOTECHNICAL LTD 65 LANGATON LANE PINHOE EXETER EX1 3SP TEL: 01392 678082 FAX: 01392 678083 e-mail: [email protected] web: www.ruddlesden.co.uk
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CONTENTS
1.0 INTRODUCTION 1 1.1 General 1 1.2 Scope of Investigation 1 1.3 Scope of Report 2
2.0 THE SITE 3 2.1 Site Location 3 2.2 Site Description 3
3.0 DESK STUDY 5 3.1 General 5 3.2 Site History 5 3.3 Site Geology 6 3.4 Environmental Information 6 3.5 Underground Tank Information 7 3.6 Initial Conceptual Model 8 3.7 Sampling and Analysis Plan 10
4.0 FIELDWORK 12 4.1 General 12 4.2 Window Sample Boreholes 12
5.0 LABORATORY TESTING 13 5.1 General 13 5.2 Geotechnical Testing 13 5.3 Contamination Testing 13
6.0 RESULTS OF THE INVESTIGATION 15 6.1 General 15 6.2 Ground Conditions Encountered 15 6.3 In-Situ Testing 16 6.4 Groundwater 16
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6.5 Geotechnical Laboratory Testing 17 6.6 Contamination Laboratory Testing 17
7.0 GEOTECHNICAL ASSESSMENT 18 7.1 Proposals 18 7.2 Ground Profile 18 7.3 Foundations 19 7.4 Retaining Walls 21 7.5 Roads 22 7.6 Groundwater and Excavations 22 7.7 Soakaways 23
8.0 CONTAMINATION ASSESSMENT 24 8.1 General 24 8.2 Human Health Risk Assessment 24 8.3 Controlled Waters Risk Assessment 26 8.4 Ground Gas Assessment 28 8.5 Revised Conceptual Model 28 8.6 Discussion and Recommendations 29 8.7 Off-Site Disposal of Excavated Soils 33
9.0 CONCLUSIONS 34
10.0 REFERENCES 35
11.0 TERMS AND CONDITIONS 36
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APPENDICES
APPENDIX A WINDOW SAMPLE BOREHOLE LOGS (6 pages)
APPENDIX B PHOTOGRAPHS (4 pages)
APPENDIX C LABORATORY TESTING RESULTS Geotechnical Laboratory Testing (2 pages) Contamination Laboratory Testing (9 pages)
APPENDIX D DESK STUDY INFORMATION Landmark Envirocheck Report (66 pages) Underground Tank Information (5 pages)
APPENDIX E SITE PLANS Site Location Plan (1 page) Aerial Photograph (1 page) Window Sample Borehole Location Plan (1 page)
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EXECUTIVE SUMMARY
It is proposed to redevelop land at St. Mary’s Garage, Fore Street, Kingskerswell, Newton Abbot, Devon, for residential purposes. Old Ordnance Survey maps showed the site to have been largely undeveloped until at least 1955, by which time a “garage” building is present at the location of the main building today, near the centre of the site. Since that time, various additional buildings were built until 1980, when the site resembled its present day layout. The site was used as a petrol filling station until 1998.
Six window sample boreholes generally encountered ground conditions of topsoil or made ground, underlain by stiff to very stiff reddish brown silty gravelly clay, underlain by very dense grey silty gravel.
Foundation recommendations are strip or trench-fill foundations at a minimum depth of 0.90m below existing or proposed ground levels, whichever is deepest. Foundations should be deepened below any made ground and in accordance with NHBC Standards where building near trees for soils of low volume change potential. Foundations might need to be re-designed, e.g. deep trench-fill or reinforced beam, if proposed properties are built over the infilled excavations of the former tanks.
Elevated levels of contamination were recorded within the ground, particularly in the area of underground fuel tanks, which represent an unacceptable risk of causing harm to human health, given the proposed end-use. Proposed remedial measures include providing 600mm of inert subsoil and topsoil underlain by a geo-textile membrane in garden areas and the excavation and off-site removal of all underground fuel and surrounding contaminated soil.
No radon protection measures are required and ground gas protective measures are not considered to be necessary.
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1.0 INTRODUCTION 1.1 General
In March 2010, a combined Phase 1 and Phase 2: Geotechnical Investigation and Contamination Assessment was undertaken by Ruddlesden geotechnical ltd on behalf of Mrs S Wells, for the proposed residential re-development of land at St. Mary’s Garage, Fore Street, Kingskerswell, Newton Abbot, Devon.
The investigation was undertaken to determine subsurface ground conditions, to provide recommendations for foundations and associated structures, and to assess the extent of any contamination at the site.
The investigation comprised a desk study and walkover survey followed by the formation of six window sample boreholes with in-situ and laboratory testing.
1.2 Scope of Investigation
The investigation covers geotechnical and contamination aspects relating to the development. The brief was understood to comprise the following: Carry out desk study and walkover survey. Undertake exploratory holes. Schedule geotechnical and contamination laboratory testing. Establish the ground conditions across the site. Make recommendations for foundation design. Make recommendations covering other geotechnical aspects, including drainage. Undertake a contamination risk assessment. Provide details of any contamination remedial measure requirements.
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1.3 Scope of Report
The report is presented as a description of the procedures employed and the data obtained. This is followed by a thorough description of the ground and groundwater conditions, together with an assessment of material and mass ground parameters. The final part of the report comprises analysis, recommendations, and conclusions, which are provided in two separate parts: geotechnical and contamination.
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2.0 THE SITE 2.1 Site Location
The site is located at St. Mary’s Garage, Fore Street, Kingskerswell, Newton Abbot, Devon, see Appendix E (Dwg. No.’s 10127/01 and 10127/AP). The British National Grid Reference of the site is 287900, 67770.
The site is situated in a predominantly residential area of the village of Kingskerswell. The surrounding topography is hilly. Access to the site is gained from Fore Street, to the north.
2.2 Site Description
The site is irregular in shape, measuring approximately 50m x 40m (0.20Ha), and is generally level with a gentle slope down to the southwest for the most part, although the most southern part of the site slopes very steeply down towards the southwest.
The site comprises a garage (St. Mary’s Garage). A car sales forecourt, with numerous cars, is present in the northern part of the site. An underground workshop, with a southerly facing downward slope leading to it, is present in the western part of the site, above which is situated on open yard area. The existing garage building, comprising a sales showroom and repair centre, is present in the central area of the site. A single-storey residential dwelling is present in the southern part of the site (Lyndhurst) and another single storey bungalow (St Mary’s Bungalow) and small domestic garage building is present in the eastern part of the site. The site is covered by a mix of bitmac, concrete and grass. Several large manhole covers were noted during the walkover survey, notably in the northern and western parts of the site. A retaining wall, approximately 2m in height, runs along the southern boundary of the site.
The site is surrounded to the north by a road (Fore Street) before residential housing and shops, to the east by residential dwellings with associated gardens, to the south by a road (Daccabridge Road), approximately 7m below
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 3 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd general site ground level before residential dwellings with associated gardens, and to the west by a commercial building (Datel Electricals) and residential dwelling (Little Gara).
Photographs of the site are presented in Appendix B of this report and the main site features are shown on the borehole location plan (Appendix E, Dwg. No. 10127/02).
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3.0 DESK STUDY 3.1 General
A desk study was undertaken to provide background information, comprising the consultation of: Old Ordnance Survey maps. Geological maps and memoirs. Environmental information. Underground tank information
This information was used to produce a “conceptual model” of the site so that an appropriate intrusive investigation could be carried out.
3.2 Site History
A full set of old Ordnance Survey maps of the site was obtained as part of the Landmark Envirocheck report (Appendix D of this report). The salient points are listed below:
1888 The site is largely undeveloped, being covered by orchard trees. A small building, possibly a shed, is present in the southeast of the site. The site is surrounded predominantly by a mixture of orchard trees and small buildings. “Fore Street” is shown in its current day position, running along the northern boundary of the site, with a “Post Office” shown on the opposite side of the road. 1905 Generally as 1888. 1937 Generally as 1905. 1955 The site is now occupied by a building labelled as “Garage” in the central northern part of the site, at the location of the main building present today, and scrub/ orchard land. A small building is present in the western part of the site. 1969 The scrub/ orchard land is no longer present, and a small building is now present in the central area of the site.
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1980 Further buildings are now present in the eastern and southern areas of the site, including “St Mary’s Bungalow”, and the site resembles its current day layout. A ramp, leading to the present day underground work shop, also now appears to be present in the western part of the site. 1993 Generally as 1980. 1999 Generally as 1993. 2006 Generally as 1999. 2009 Generally as 2006.
Anecdotal information revealed that the site was used as a petrol filling station until 1998.
In summary, the site was largely undeveloped until at least 1955, by which time a “garage” building is present at the location of the main building today, near the centre of the site. Since that time, various additional buildings were built until 1980, when the site resembled its present day layout.
3.3 Site Geology
The British Geological Survey (BGS) map of the area shows the site to be underlain by Permian Watcombe Breccia, which is described as a reddish brown breccia (coarse grained sedimentary rock).
3.4 Environmental Information
The key environmental information contained within the Landmark Envirocheck Report is listed below:
The nearest surface water feature is 68m to the southwest of the site (Aller Brook). There are no abstraction points within 1km of the site.
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The underlying strata are classified as a Minor Aquifer. These can be fractured or potentially fractured rocks, which do not have a high primary permeability, or other 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. The nearest recorded landfill site is located 688m to the northwest of the site (Yannon Lane – Landfills taking other wastes (Construction, Demolition, Dredgings)). The British Geological Survey (BGS) information indicates that no radon protective measures are necessary in the construction of new dwellings.
3.5 Underground Tank Information
Details of the decommissioning of the underground fuel tanks used during the site’s time as a petrol filling station were provided by the client and these are included in Appendix D of this report.
This information shows that the underground fuel tanks were decommissioned in 1998 by Devon Fire and Rescue Service, acting on behalf of Devon County Council. The adjoining tanks, 4550 and 9100 litres in size, were located in the northwest of the site. They were filled with concrete slurry.
A further tank, 2275 litres in size, located adjacent to the western boundary, remained in the ground and was used for waste oil storage.
An above ground paraffin tank was also present adjacent to the car showroom.
Additional information also provided by the client shows that the tanks were installed in 1974 and that they were set in concrete.
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A further plan shows the precise locations of the tanks: the concrete filled tanks are 4.30m from the western boundary and 3.80m from the northern boundary.
It is inferred from the latter two documents that originally the tank currently used to store waste oil in the west of the site was used to store petrol, with the pumps located to the west of the garage building. In 1974, new, larger, tanks were installed in the northwest of the site, with new pumps then placed to the north of the main garage building. The tank in the west of the site has since been used for the storage of waste oil.
3.6 Initial Conceptual Model 3.6.1 Geotechnical Conceptual Model
The site is situated on the top of a very steep southwesterly facing slope, and so some may ground is expected, possibly having been historically placed in an effort to level the site.
From the published information, the expected underlying geology is Watcombe Breccia, comprising reddish brown breccia (coarse grained sedimentary rock). If encountered at shallow depth, it is considered these deposits should provide a sufficient bearing capacity for the adoption of traditional strip/ trench-fill foundations.
3.6.2 Contamination Conceptual Model
Source
Old maps showed the site to be occupied by the present garage building since at least 1955. Although the site has most recently been used as a car lot/ showroom and for vehicle maintenance purposes, the site is known to have previously been used as a petrol filling station, with at least three underground tanks known to still be present beneath the site, presenting a possible source of contamination.
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Petrol filling stations and garages are a potential source of contamination of the ground. The main source of potential contamination is normally fuel storage tanks (in this case underground) and leakages from them; a small leak that goes undetected for any significant length of time can cause significant contamination of the ground. Significant contamination is more associated with older tanks as they tend to be less well constructed than newer tanks, which are also now monitored for discrepancies between input and output rates.
The former locations of the fuel pumps are also considered potential sources of contamination at this site.
Whilst modern practices dictate that waste oil is now disposed of responsibly, in the past, waste oil is likely to have been disposed of directly into the ground or down a drain, which may have leaked.
Therefore, past and, to a lesser extent, present on-site land uses may have potentially caused some contamination of the ground.
Located in a predominantly residential area, and based on desk study information, it is considered that past and present surrounding land uses are unlikely to have caused any significant contamination of the ground beneath the site.
Pathway
In accordance with the CLEA model for a residential land use, exposure pathways potentially linking contamination to humans include:
Direct soil and indoor dust ingestion. Consumption of homegrown produce. Consumption of soil adhering to homegrown produce. Skin contact with soils and indoor dust.
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Inhalation of indoor and outdoor dust and vapours.
If present, groundwater flow is considered to be the main migration pathway linking any contamination to controlled waters receptors.
Receptor
As a residential land use, end-users are considered as potential receptors of any contamination, with a young female child (aged zero to six years old), being the critical receptor.
In the absence of an abstraction point within 1km of the site, the nearest water course, located 68m to the southwest of the site, and groundwater beneath the site are considered to be the main potential controlled waters receptors.
3.7 Sampling and Analysis Plan
In order to confirm the above conceptual models, an intrusive site investigation was undertaken.
Window sample boreholes were considered to be the most suitable exploratory technique, as these would enable sufficient geotechnical and environmental information to be obtained without excessively disrupting the areas of existing hardstanding or daily site activities.
The boreholes were located so as to provide a reasonable spread of information and an accurate representation of subsurface ground conditions. The borehole locations also included the most probable locations of contamination based on the conceptual model, i.e. underground fuel tanks, fuel pumps, vehicle servicing area etc. Due to a lack of headroom, it was not possible to carry out a borehole in the southwestern corner of the site. The boreholes were strategically located as follows: WS1 – garden/ top of slope – possible made ground.
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WS2 – adjacent to repair garage/ former above ground paraffin tank and fuel pump location. WS3 – adjacent to underground waste oil tank and infilled underground former petrol tanks. WS4 – garden (general coverage of northeast of site). WS5 – Car forecourt area and former fuel pump area. WS6 – adjacent to infilled underground former petrol tanks.
Geotechnical laboratory tests were undertaken to determine the volume change potential of the soil for foundation design and concrete class requirements. Samples were taken for geotechnical testing from six different locations, at different depths.
Representative samples were tested for the former ICRCL suite of contaminants, speciated PAH and total TPH, which provides a broad and general suite of contaminants that may be present. In addition, a sample taken adjacent to a buried fuel tank (WS3) was tested for speciated TPH, to enable a more detailed risk assessment to be made. Samples were selected for contamination testing from all six of the boreholes from a range of depths within the top 1m, as, in accordance with the CLEA model, for most exposure pathways the contamination is assumed to be within one metre of the surface. In addition, where sufficient groundwater allowed, a groundwater sample was taken for groundwater analysis (WS5 – former fuel pump location and near to underground fuel tanks).
Samples were selected for testing to provide an accurate representation of ground conditions encountered.
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4.0 FIELDWORK 4.1 General
All fieldwork was undertaken on 05 March 2010. The siting and setting out of all the boreholes was the responsibility of Ruddlesden geotechnical ltd, who also determined the extent of testing and sampling.
The boreholes were located so as to provide a reasonable spread of information and an accurate representation of subsurface ground conditions.
All fieldwork was undertaken in accordance with BS5930 (1999): British Standard Code of Practice for Site Investigation, British Standard BS10175 (2001): Investigation of Potentially Contaminated Sites – Code of Practice and Eurocode 7 (2007): Part 2 Ground Investigation and Testing.
4.2 Window Sample Boreholes
Six window sample boreholes were formed to depths of between 2.34m and 5.45m using a Competitor 130 (percussive soil sampling rig).
Observations and samples were taken from the recovered soil cores. The supervising geologist provided a detailed description of the ground conditions, groundwater and stability and also obtained samples at representative locations, which were placed into suitable containers.
At regular intervals, Standard Penetration Tests (SPT’s) were carried out using either a split spoon sampler or a solid 60 cone. The results of these tests are given as a Standard Penetration N-Value or as a blow count for a given penetration at the appropriate position on the borehole logs.
Details of ground and groundwater conditions encountered can be found on the borehole logs (Appendix A). The borehole locations are shown on the borehole location plan (Dwg. No. 10127/02, Appendix E).
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5.0 LABORATORY TESTING 5.1 General
All laboratory testing was scheduled by Ruddlesden geotechnical ltd and the results are presented in Appendix C of this report.
5.2 Geotechnical Testing
The programme of laboratory testing was carried out in accordance with BS 1377 (1990) “Methods of Test for Soils for Civil Engineering Purposes”.
The following tests were carried out on six samples: Moisture Content Plasticity Index Tests pH Value Sulphate Content
5.3 Contamination Testing
In order to test the conceptual model of the site (see section 3.5.2 of this report), six soil samples and one water sample were tested for the following suites of tests; the testing was UKAS accredited:
Former ICRCL Tables 3 and 4 Arsenic, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, total PAH, total sulphate, soluble sulphate, pH, boron, free cyanide, total cyanide, hexavalent chromium, phenols, sulphur, sulphide, thiocyanate.
Speciated Polyaromatic Hydrocarbons (PAH) Acenaphthene, acenaphthylene, anthracene, benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(g,h,i)perylene, benzo(k)fluoranthene, chrysene, dibenzo(a,h) anthracene, fluoranthene, fluorene, indeno(1,2,3-cd)pyrene, naphthalene, phenanthrene, pyrene.
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Total Petroleum Hydrocarbons (TPH) Total TPH.
Soil Organic Matter (SOM)
In addition, one of the samples taken from adjacent to the underground fuel tank (WS3) was tested for the following suite:
Speciated Total Petroleum Hydrocarbons (TPH) TPH aliphatic >C5-C6; TPH aliphatic >C6-C8; TPH aliphatic >C8-C10; TPH aliphatic >C10-C12; TPH aliphatic >C12-C16; TPH aliphatic >C16-C21; TPH aliphatic >C21-C35; TPH aromatic >C5-C7; TPH aromatic >C7-C8; TPH aromatic >C8-C10; TPH aromatic >C10-C12; TPH aromatic >C12-C16; TPH aromatic >C16-C21; TPH aromatic >C21-C35.
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6.0 RESULTS OF THE INVESTIGATION 6.1 General
The following sections provide a summary of ground conditions encountered, groundwater and laboratory testing. Further details are provided in the Appendices of this report.
The results of this investigation broadly concur with the predicted conceptual model.
6.2 Ground Conditions Encountered 6.2.1 Topsoil
In WS1 & WS4 only (located in the grassed garden areas of “St Mary’s Bungalow”), brown silty (slightly gravelly in WS4) clay with frequent rootlets was encountered to a depth of between 0.20m and 0.30m.
6.2.2 Made Ground
In WS3, WS5 and WS6 bitmac, underlain by black mottled grey sandy gravel, was encountered to depths of between 0.25m and 0.30m.
In WS2 concrete was encountered to a depth of 0.37m.
6.2.3 Natural Geology
Beneath the topsoil or made ground, the following ground conditions were encountered:
In WS4 only, stiff brown mottled grey silty very gravelly clay, was encountered to a depth of 0.50m. In all of the boreholes, these deposits were underlain by stiff to very stiff reddish brown silty slightly gravelly to gravelly clay, to a depth of between 2.20m and 5.45m (base of borehole). In all of the boreholes (other
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 15 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd than WS5) these deposits were recorded as having pockets of grey or dark grey gravel.
In WS3 a strong hydrocarbon odour was noted at approximately 2.10m.
These deposits were underlain by, in WS3 and WS6, very dense grey silty gravel to a depth of between 2.34m and 4.36m (base of the boreholes).
6.3 In-Situ Testing
The following SPT N-values were recorded in the boreholes: 1.00m – 5, 6, 8, 8, 8, 28 2.00m – 7, 7, 7, 8, 9, >50 3.00m – 8, 8, 9, 11, 24 4.00m – 12, 13, 18, 40, >50 5.00m – 3, 5, >50
6.4 Groundwater
Groundwater was encountered at the following locations during the course of investigation:
Table One: Occurrence of Groundwater Hole ID Depth (mBGL) WS2 5.20m WS4 4.20m WS5 4.00m
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6.5 Geotechnical Laboratory Testing
All the geotechnical laboratory testing results are presented in Appendix C of this report. The main points are summarised in the table below: Table Two: Summary of Laboratory Classification Testing Results
WS1 WS2 WS3 WS4 WS5 WS6 3.50m 3.00m 2.00m 2.50m 1.50m 1.00m Moisture Content 13.5 16.9 13.7 15.0 14.6 13.6 (%)
Liquid Limit (%) 34 38 36 33 33 34
Plastic Limit (%) 16 18 17 16 17 16
Plasticity Index (%) 18 20 19 17 16 18
%passing 425μm 60.4 58.7 67 53.8 66.8 69.5 sieve Modified Plasticity 11 11 12 9 11 12 Index (%) Volume Change Low Low Low Low Low Low Potential
pH Value 7.8 7.7 7.9 8.0 7.6 8.4
Sulphate Content 0.02 0.02 0.02 0.10 0.04 1.3 (g/l)
6.6 Contamination Laboratory Testing
All the laboratory testing results, together with the Generic Assessment Criteria (GAC) to which they have been compared, are presented in Appendix C of this report and the implications are discussed in section 8 of this report.
In summary, slightly elevated levels of sulphate, naphthalene, benzo(a)pyrene, dibenzo(a,h)anthracene, total TPH ,TPH (Aliphatic EC>6-8), TPH (Aliphatic EC>8-10), TPH (Aliphatic EC>10-12), TPH (Aromatic EC>8- 10) and TPH (Aromatic EC>10-12) have been recorded in the soil samples, but no significantly elevated levels of contamination were recorded in the one water sample tested.
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7.0 GEOTECHNICAL ASSESSMENT 7.1 Proposals
It is understood that the site is to be redeveloped for residential purposes. No further details were provided at the time of writing this report.
7.2 Ground Profile
The ground conditions encountered have been summarised in section 6.0 of this report and the individual borehole logs, photographs and laboratory testing results should be referred to for further details. Within this section of the report the general ground profile is reviewed and the engineering significance of individual layers is discussed.
Beneath a surface covering of topsoil and/ or made ground, stiff to very stiff reddish brown silty gravelly clay was typically encountered. The SPT test results indicate that this deposit was of sufficient bearing capacity to provide a suitable founding stratum for strip or trench-fill foundations.
Laboratory testing classified the soils as being of low volume change potential in accordance with NHBC Standards, chapter 4.2.
It is noted that some made ground (estimated depth 3.00m) will be present in the area of the underground tanks and that this will not provide a suitable founding stratum.
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7.3 Foundations 7.3.1 General
The results of this investigation indicate that strip or trench-fill foundations are suitable to support the proposed structures.
However, it is noted that underground tanks are currently present in the northwest of the site. For contamination purposes, these will need to be excavated and removed from site (see section 8 of this report). The excavations will subsequently leave areas of deep (~3m) made ground. Should proposed properties be built over the infilled excavations of the former tanks foundations might need to be re-designed accordingly, e.g. deep trench- fill, reinforced beam, etc.
7.3.2 Strip/ Trench-Fill Foundations
It is considered that a safe nett allowable bearing pressure of 150kN/m2 may be placed on the stiff clay by strip or trench-fill foundations of least width 600mm at a minimum depth of 0.90m below existing or proposed ground levels, whichever is deepest.
Foundations must be built at least 0.20m below any superficial soft deposits, made ground and former foundations, which are to be removed and fully grubbed out.
Where building near trees, foundations should be deepened in accordance with NHBC Standards, chapter 4.2, for soils of low volume change potential.
Where foundations are stepped to take account of the influence of trees or due to the slope of the site they should be stepped gradually with no step exceeding 0.50m.
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Any soft or loose material in the base of foundation excavations should be removed and replaced with compacted lean mix concrete prior to pouring the foundations.
7.3.3 Ground Floor Slabs
Where NHBC building near trees requirements mean that foundation depths are greater than 1.50m or where the depth of made ground is more than 600mm (including areas of grubbed out former foundations), fully suspended ground floor slabs are required.
Where NHBC building near trees requirements mean that foundation depths are less than 1.50m and where the depth of made ground is less than 600mm, ground bearing slabs may be adopted.
7.3.4 Sulphate and pH Aggressivity
The results of the pH and sulphate tests have been compared to Table C1 of BRE Special Digest 1 “Concrete in Aggressive Ground”. This comparison indicates the elevated level of soluble sulphate recorded in the sample from WS6 (1.3g/l) to be above the threshold value above which sulphate resistant concrete is required.
However, it is noted that the sample from WS6 was taken adjacent to a concrete filled former fuel tank. It is considered that the recorded level of sulphate in this location is associated with this concrete and is anomalous and therefore should not be considered in the assessment of concrete class requirements at this site. As this soil will also probably be removed as part of the tank removal process (see section 8 of this report), its omission from the assessment is also further justified.
The results of the pH and sulphate tests have been compared to Table C2 of BRE Special Digest 1 “Concrete in Aggressive Ground”. This comparison indicates the Design Sulphate Class for the site to be DS-1. As the site is
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 20 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd considered to be brownfield, groundwater can be treated as static and neutral pH values were recorded, Aggressive Chemical Environment for Concrete (ACEC) class AC-1 is required for all buried concrete at this site, i.e. no special precautions.
7.3.5 Radon Protective Measures
BR Report 211 “Radon: Guidance on Protective Measures for New Dwellings” and British Geological Survey (BGS) information obtained as part of the Landmark Envirocheck report (Appendix D) indicate that no radon protection measures are required at this site.
7.4 Retaining Walls
The development will involve a number of retaining walls. The foundations for all of the retaining walls should be founded in the stiff clay, which will provide a safe nett allowable bearing pressure of 150kN/m2.
Based on field observations and guidance provided in BS 8002: 1994: Code of Practice for Earth Retaining Structures, the following geotechnical parameters are estimated for retaining wall design:
Unit weight – 1.8Mg/m3 Angle of Friction ( ’) – 30° Cohesion (c’) – 0kN/m2
The groundwater table can be taken as being below the base of the retaining wall foundations, though adequate drainage should be incorporated into the design of the retaining wall.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 21 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
7.5 Roads
From an assessment of the ground conditions encountered, a CBR value of 2% is estimated and this value may be used for road pavement design.
This should be confirmed prior to construction with full-scale in-situ CBR tests at road level in accordance with BS1377.
Laboratory testing indicated the soils to be frost-susceptible.
7.6 Groundwater and Excavations
Groundwater was encountered in three of the six boreholes at depths of between 4.00m and 5.20m and so only deep excavations are likely to require de-watering.
It is noted that groundwater levels fluctuate according to the season and from year to year. It is noted that in the weeks prior to the investigation the weather had been average to dry for the time of year. Therefore, higher groundwater levels may be encountered during periods of wetter weather.
Some collapsing of the boreholes was encountered in two locations and so some shoring of temporary excavations may be required.
No problems with excavatability are foreseen.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 22 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
7.7 Soakaways
From a visual assessment of the ground conditions encountered, i.e. clayey, it is considered that soakaways are not a suitable means for surface water drainage.
Soakaways are also not recommended on potentially contaminated sites as they can promote contamination migration.
If soakaways are required, soakaway testing should be undertaken in accordance with BRE 365 to establish permeability values for use in soakaway design.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 23 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
8.0 CONTAMINATION ASSESSMENT 8.1 General
It is understood that the site is to be redeveloped for residential purposes with the construction of eight residential units. No further details were available at the time of writing this report.
The contamination assessment has been carried out in accordance with the latest Environment Agency guidance using a source-pathway-receptor analysis method, so that appropriate remedial measures may be proposed.
8.2 Human Health Risk Assessment 8.2.1 Generic Assessment Criteria
The results of the contamination laboratory testing have been compared to Generic Assessment Criteria (GAC) to aid the evaluation of the extent of contamination at the site. If any of the GAC are exceeded, this may be indicative of an unacceptable risk to the health of site-users and that further investigation and/ or remediation is required.
The proposed end-use of a residential land use has been used in this risk assessment.
Where Soil Guideline Values (SGV’s), published by DEFRA and derived from the Contaminated Land Exposure Assessment (CLEA) model, are available, the results of the laboratory testing have been compared against the published SGV’s for the proposed end-use.
For analytes where SGV’s have not yet been produced, GAC produced by Land Quality Management (LQM) and the Chartered Institute of Environmental Health (CIEH) have been referenced. The LQM/ CIEH GAC have been derived using the DEFRA and Environment Agency CLEA UK (beta) model, which is the same methodology as the Government’s Soil
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 24 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
Guideline Values (SGV’s) and is the Environment Agency’s currently recommended exposure model.
In the absence of a SGV or LQM/ CIEH GAC, for determinands that are either not particularly harmful to human health or for which toxological and physio- chemical information is particularly difficult to obtain, the Dutch or ICRCL intervention values have been used as initial screening values. A Detailed Quantitative Risk Assessment (DQRA) is undertaken if any of these initial screening values are exceeded.
For determinands that are primarily deleterious to building materials, levels provided in BRE Special Digest 1, Concrete in Aggressive Ground, are considered to be the most appropriate for comparison.
8.2.2 Comparison of Testing Results to GAC
Of the six soil samples tested, the following Generic Assessment Criteria were exceeded for a residential land use.
Table Three: Contamination Testing Results Exceeding GAC
Location No. of Highest of Highest values Source of Determinand Unit GAC Recorded Recorded exceeding GAC Value Value GAC
Sulphate (2:1 extract) g/l 1.2 1.3 WS6 1 of 12 BRE
Total TPH mg/kg 50 1300 WS3 1 of 6 DUTCH
1% 2.5% 6% Naphthalene mg/kg SOM SOM SOM 1.6 WS6 1 of 6 LQM/ CIEH 1.5 3.7 8.7 1% 2.5% 6% Benzo(a)pyrene mg/kg SOM SOM SOM 1.3 WS1 1 of 6 LQM/ CIEH 0.83 0.94 1.0 1% 2.5% 6% Dibenzo(a,h) anthracene mg/kg SOM SOM SOM 1 WS2 1 of 6 LQM/ CIEH 0.76 0.86 0.90 1% 2.5% 6% TPH (Aliphatic EC >6-8) mg/kg SOM SOM SOM 170 WS3 1 of 1 LQM/ CIEH 73 160 370 1% 2.5% 6% TPH (Aliphatic EC >8-10) mg/kg SOM SOM SOM 410 WS3 1 of 1 LQM/ CIEH 19 46 110 1% 2.5% 6% TPH (Aliphatic EC >10-12) mg/kg SOM SOM SOM 96 WS3 1 of 1 LQM/ CIEH 93 230 540 1% 2.5% 6% TPH (Aromatic EC >8-10) mg/kg SOM SOM SOM 430 WS3 1 of 1 LQM/ CIEH 27 65 151 1% 2.5% 6% TPH (Aromatic EC >10-12) mg/kg SOM SOM SOM 200 WS3 1 of 1 LQM/ CIEH 69 160 346
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 25 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
It is considered that the recorded levels of total petroleum hydrocarbons (TPH), naphthalene, benzo(a)pyrene and dibenzo(a,h)anthracene present a significant risk of causing significant harm to human health.
It is noteworthy that the location of elevated levels of total petroleum hydrocarbons (TPH) contamination corresponds to the location of the former underground fuel storage tanks (downgradient of the infilled tanks and upgradient of the waste oil tank).
8.3 Controlled Waters Risk Assessment
The controlled waters risk assessment has been undertaken in accordance with the principles contained within current Environment Agency (EA) guidance (Remedial Targets Methodology: Hydrogeological Risk Assessment for Land Contamination (2006)). The Agency methodology is based on a tiered approach to determine risk-based remedial targets for soil and groundwater.
The first tier of assessment, Level 1, compares appropriate assessment criteria with concentrations present in the pore water located within source area soils in order to determine if the parameters have the potential to cause impact to a receptor.
The initial conceptual model (section 3.6.2 of this report) identified the underlying groundwater and the Aller Brook, 68m to the southwest of the site, as the most significant controlled water receptors of contamination at this site. Of these, the Aller Brook is considered to be the most critical.
The results of the soil contamination testing indicate elevated levels of contamination to exist within the soil at this site. In particular, elevated levels of TPH have been recorded in WS3, which is adjacent to underground fuel tanks.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 26 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
Groundwater was recorded in three of the boreholes from depths of between 4.00m and 5.20m. In the absence of any other information, it is assumed that groundwater has an overall southwesterly flow direction, following the contours of the land, towards the Aller Brook, i.e. towards the most critical potential receptor.
In order to provide an indication of the level of groundwater contamination beneath the site, one groundwater sample was taken where sufficient groundwater was encountered (WS5). This locations also coincided with the location of former fuel pumps and was near to the underground fuel tanks, both of which are considered as potential sources of contamination.
In order to maintain conservatism, the assessment has assumed no attenuation such as dilution and dispersion in the first instance between the source and receptor. In the Level 1 assessment, the results of the contamination analysis undertaken on the groundwater samples indicate all the levels to be below the threshold values for UK drinking water. Notably, no detectable levels of PAH or TPH were recorded.
That is to say, even before factors such as dilution and attenuation are taken into to account, the levels of contamination in the groundwater do not pose a significant risk of causing harm to controlled waters. It is therefore concluded that the levels of contamination at this site do not pose a significant risk of causing harm to controlled waters.
In addition, further assurance of the protection of controlled waters is provided with the knowledge that remedial measures to protect human health include the excavation and off-site removal of all underground fuel tanks and surrounding contaminated soil (see section 8.6 of this report).
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 27 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
8.4 Ground Gas Assessment
The breakdown of organic material in made ground can produce ground gas, though it may also be produced by other, natural, sources (e.g. coal, peat). The principal components of ground gas are methane (potentially explosive) and carbon dioxide (potential asphyxiant).
There are no recorded landfill sites within 250m of the site and no significant made ground was encountered.
Although some hydrocarbon contamination was recorded, the heaviest contaminated soils are to be excavated and removed from site (see section 8.6 of this report).
Ground gas protection measures are therefore not considered to be necessary at this site.
8.5 Revised Conceptual Model
Prior to the investigation, it was considered that the former underground fuel storage tanks, fuel pumps and vehicle servicing and repair area present on- site were the most likely causes of any potential contamination of the ground.
The results of this investigation indicate slightly elevated levels of contamination to be present at this site that are potentially harmful to human health. This is considered to be a result of leakage/ spillage in the areas around the former underground fuel storage tanks and fuel pumps. However the possibility of unidentified contamination in other areas should not be discounted.
The controlled waters risk assessment indicated there to be no significant possibility of significant harm to controlled waters.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 28 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
It is noted that no exploratory holes were possible in the workshop in the southwest due to restricted headroom. Whilst some contamination of the ground may be possible in this area of the site, based on the initial conceptual model, it is considered probable that it would be no worse than that recorded in other parts of the site.
It is also noted that no contamination would have been expected in the area of “St Mary’s Bungalow”. However, contamination testing results recorded a slightly elevated level of benzo(a)pyrene. This may be anomalous, but it is considered that due to the general past usage of the site and relatively small size of the site, the whole site should be characterised as having slightly elevated levels of contamination, with slightly heavier levels of contamination being present in the area of the underground tanks.
Therefore, the “source” and “pathway” and “receptors” relating to human health only, as described in the initial conceptual model, are considered to still be applicable.
8.6 Discussion and Recommendations
This risk assessment has shown that, left unremediated, the levels of contamination in the ground could potentially be harmful to human health given the proposed end-use.
In order to make the site safe for the proposed end-use, the source-pathway- receptor chain has to be broken.
Given the relatively small size of the development and the nature of the contamination, the most suitable remedial technique is considered to be localised contamination source removal combined with a covering of hardstanding or a suitable depth of capping of inert soil in garden areas.
Alternative remedial methods such as the use of chemical, biological or physical treatments to destroy or immobilise the contamination would be likely
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 29 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd to prove prohibitively expensive and impractical due to the small size of the development.
In garden areas, a depth of 600mm of inert subsoil and topsoil is considered sufficient to reduce exposure to acceptable levels and to enable healthy plant growth. This may be achieved by either removing and replacing contaminated soils and/ or raising site levels.
Given the potential for unidentified contamination to exist, a simple capping layer is not considered to provide sufficient protection to end-users. It is therefore recommended that the clean topsoil/ subsoil be underlain by a geo- textile (e.g. Terram) membrane. The placement of the geo-textile membrane at the base of the cover system provides a physical barrier that also acts as a visual marker to discourage excavation. The geo-textile layer also prevents mixing of the clean soil with underlying contaminated soils, reduces root penetration and prevents animal excavation of contaminated soil.
The placement of the capping layer in gardens is to be validated by an independent part, to ensure that the soil is sufficiently clean and present to sufficient depth. This is to take the form of trial pits with photographs and laboratory testing.
Two of the underground fuel storage tanks, which are considered to be one of the main sources of contamination at this site, have been infilled with concrete slurry, whilst another remains in use for waste oil storage. In order to ensure that no unacceptable levels of contamination remain in the ground, these main sources of contamination should also be removed from site. The tanks and any surrounding contaminated soil (identified by staining and/ or odour) will need to be excavated and removed from site. The tanks are also likely to need to be removed to enable foundation construction.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 30 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
The following methodology is to be followed for the tank removal:
1. If still present, all fluid within the tank is to be pumped out and removed from site by a specialist contractor. 2. The area is to be fenced off from the public using solid fencing and all site personnel are to wear appropriate Personal Protective Equipment. 3. The tank and surrounding contaminated soil (identified by staining and/ or odour) are to be excavated under the supervision of a suitably qualified Engineer to ensure that the agreed method statement is followed correctly. 4. All excavated materials are to be placed on polythene sheeting to prevent contaminants leaching into the soil. 5. All oil stained and/ or odorous soil is to be “chased-out” and excavated. 6. Any spoil heaps are to be covered to provide a water tight barrier between the elements and stockpiled soil. The temporary stockpile(s) must be designed to withstand wind, rain, hail, snow and sun damage when left unattended until the soil is removed from site. 7. The sides and bottom of the excavation are to be sampled by a suitably qualified Engineer for laboratory analysis to determine the effectiveness of excavation in removing soils containing unacceptable levels of contamination. 8. All samples are to be placed in amber glass jars and placed in a cool box before being transported to the laboratory by overnight courier. 9. Should the laboratory analysis show that unacceptable levels of contaminated soil remain in the ground, additional soil will have to be excavated and removed/ treated. 10. The excavations are to be backfilled with inert fill, compacted in layers. All backfilled material is to be certified as inert from the supplier or by contamination testing.
Following removal of the tanks and any surrounding contaminated soils, any groundwater, if present, should be sampled and tested to confirm the absence of groundwater contamination. A Validation Report is then to be produced to
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 31 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd confirm the satisfactory removal of the interceptors and that no unacceptable levels of contamination remain in the ground.
The above methodology should also be followed if any currently unknown underground tanks are identified during construction activities and if any contaminated soils are identified beneath concrete hardstanding in the area of the former fuel pumps, above ground storage tank and workshop.
Some hydrocarbon contamination has been recorded, which could corrode plastic pipes. In order to prevent contamination entering drinking water supplies, all drinking water pipes should be upgraded to withstand hydrocarbon attack in accordance with the local water authority’s specification. Appropriate materials would be ductile iron pipe with wrapped joints or Protectaline, or similar, (HDPE pipe with an aluminium core) that is resistant to hydrocarbons.
However, if any unexpected discoveries are encountered during construction activities (i.e. anything substantially different from the findings of this investigation), Ruddlesden geotechnical ltd should be contacted so that appropriate recommendations may be provided.
Also, in line with general good practice, comprehensive and accurate site records should be kept, including details of where soil has been moved to or from site and tip receipts.
If contamination aspects are a planning condition, these recommendations are subject to the approval of the local authority.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 32 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
8.7 Off-Site Disposal of Excavated Soils
From an assessment of the contamination testing results, it is considered that excavated soil is likely to be classified as Non-Hazardous or Hazardous Waste for off-site disposal purposes.
However, this classification should be confirmed by passing these results to a licensed tip operator.
If necessary and required by the tip operator, Waste Acceptance Criteria (WAC) testing could be carried out on soil to be removed from site to confirm the classification of the soil.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 33 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
9.0 CONCLUSIONS
1. The site was largely undeveloped until at least 1955, by which time a “garage” building is present at the location of the main building today, near the centre of the site. Since that time, various additional buildings were built until 1980, when the site resembled its present day layout. The site was used as a petrol filling station until 1998.
2. Ground conditions encountered were generally topsoil or made ground, underlain by stiff to very stiff reddish brown silty gravelly clay, underlain by very dense grey silty gravel.
3. Foundation recommendations are strip or trench-fill foundations at a minimum depth of 0.90m below existing or proposed ground levels, whichever is deepest. Foundations should be deepened below any made ground and in accordance with NHBC Standards where building near trees for soils of low volume change potential. Should proposed properties be built over the infilled excavations of the former tanks foundations might need to be re-designed accordingly, e.g. deep trench-fill or reinforced beam.
4. The results of the contamination risk assessment indicate that the levels of contamination within the ground represent an unacceptable risk of causing harm to human health, given the proposed end-use. Proposed remedial measures include providing 600mm of inert subsoil and topsoil underlain by a geo-textile membrane in garden areas combined with the excavation and off-site removal of underground tanks and surrounding contaminated soil.
5. No radon protective measures are required and ground gas protective measures are not considered to be necessary.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 34 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
10.0 REFERENCES
British Geological Survey (1976): England and Wales Sheet 339, Newton Abbot. British Standard BS5930 (1999): Code of Practice for Site Investigation. British Standard BS10175 (2001): Investigation of Potentially Contaminated Sites – Code of Practice. Building Research Establishment (2001): Special Digest 1: Concrete in Aggressive Ground. Building Research Establishment (2007): Report BR 211: Radon: Guidance on Protective Measures for New Dwellings. DEFRA & Environment Agency (2004): CLR 11: Model Procedures for the Management of Land Contamination. Environment Agency (2006): Remedial Targets Methodology: Hydrogeological Risk Assessment for Land Contamination. Environment Agency (2009): Human Health Toxological Assessment of Contaminants in Soil. Environment Agency (2009): Updated Technical background to the CLEA Model. Eurocode 7 (2007): Part 2 Ground Investigation and Testing.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 35 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
11.0 TERMS AND CONDITIONS
1. This report has been prepared for the sole use of the specified client in response to an agreed brief and for the stated purpose. The recommendations used in this report should not be used for any other schemes on or adjacent to this site without further reference to this company.
2. The copyright of this report is owned by Ruddlesden geotechnical ltd. With the exception of the named client, who may copy and distribute the report to deal with matters directly relating to its commission, this report may not be reproduced, published or adapted without written consent of the company.
3. New information, improved practices and legislation may necessitate an alteration to the report in whole or in part after its submission. Therefore, with any change in circumstances, this report should be referred to Ruddlesden geotechnical ltd for reassessment and, if necessary, reappraisal.
4. The comments given in this report assume that ground conditions do not vary beyond the range revealed by the investigation. There may, however, be conditions at or adjacent to the site that have not been disclosed by the investigation and which, therefore, have not been considered in this report. Accordingly, a careful watch should be maintained during any future groundworks and the recommendations of this report reviewed as necessary.
5. Whilst confident in the findings of the report, the recommendations may not necessarily be accepted by other authorities without question. It is advisable that, where appropriate, the report be submitted to the relevant statutory authorities and approval obtained before detailed design, site works or other irrevocable action is undertaken.
6. All comments and recommendations are based on groundwater conditions encountered at the time of investigation. It should be noted that groundwater levels might fluctuate according to the season and from year to year. This may have implications on other recommendations, including foundations and excavations.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR 36 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDICES
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDIX A
WINDOW SAMPLE BOREHOLE LOGS
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
KEY TO TRIAL PIT AND BOREHOLE LOGS (COMMON SYMBOLS)
STRATA LEGEND Made Ground Chalk
Topsoil Limestone
Clay Coal
Silt Mudstone
Sand Siltstone
Gravel Sandstone
Peat Fine grained igneous rock (e.g. basalt) Composite soil types will Medium grained igneous be signified by combined rock (e.g. granite) symbols, e.g. silty sand Fine grained metamorphic rock (e.g. slate)
GROUNDWATER INSTALLATIONS Groundwater strike CEMENT SEAL
Standing groundwater BENTONITE SEAL level FILTER PACK (SLOTTED PIPE)
SAMPLES IN-SITU TESTING D Small disturbed sample SPT Standard Penetration Test J Small disturbed sample (split spoon sampler) (amber glass jar) SPT(C) Standard Penetration Test B Disturbed bulk sample (solid cone) U100 Undisturbed sample (100mm V Shear vane test diameter) CBR California Bearing Ratio W Water sample (estimated from soil assessment (mexe) cone penetrometer)
ROTARY DRILLING SPT RESULTS (EXAMPLES) TCR Total core recovery (%) 30 “N” Value (blows recorded SCR Solid core recovery (%) for 300mm penetration, RQD Rock quality designation (%) following 150mm seating FI Fracture Index (fractures/ m) drive) NI Non-intact 50/125 50 blows for 125mm penetration
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR IDENTIFICATION AND DESCRIPTION OF SOILS (Taken from BS 5930: 1999, Table 13) Density/Compactness Composite Soil Principal Example Soil Particle Particle Visual Minor Example /Strength Discontinuities Bedding Colour Types (mixtures of SOIL Stratum Group Shape Size Identification Constituents Descriptions Term Field Test basic soil types) TYPE Names Only seen Scale of spacing of For mixtures involving Loose Scale of bedding thickness BOULDERS complete in pits or discontinuities very coarse soils By inspection of exposures voids and particle 200 Recent Mean Mean c) Often difficult to Very soils packing Approx % Shell fragments, Deposits Loose brown very coarse Dense Term spacing Term thickness Term COBBLES recover whole from secondary pockets of peat, sandy sub-angular mm mm Angular boreholes 60 gypsum crystals, fine to coarse flint Very Over Very thickly Red Sub Borehole with SPT N-value Over 2000 Coarse Easily visible to flint gravel, Alluvium GRAVEL with small widely 2000 bedded Orange Slightly angular naked eye; fragments of pockets (up to 30 d) <5 20 2000 to Thickly Yellow (sandy ) Sub particle shape can brick, rootlets, mm) of clay Very loose 0-4 Widely 2000 to 600 Medium GRAVEL 600 bedded Brown rounded be described; plastic bags etc. Weathered (Terrace Gravels) 6 Mercia 600 to Medium Green Rounded Grading can be Loose 4-10 Medium 600 to 200 Fine Mudstone 200 bedded Blue described (sandyd)) 5 to 20 b) 2 using terms such Thinly White Flat Medium dense 10-30 Closely 200 to 60 200 to 60 as: bedded Cream Lias Clay Medium dense light Very Very thinly Grey Tabular Coarse brown gravelly Dense 30-50 60 to 20 60 to 20 with rare clayey fine SAND. closely bedded Black Very b) d) >20 Embankment Gravel is fine Extremely Thickly etc. (sandy ) Elongated Very dense >50 Under 20 20 to 6 0.6 with occasional Fill (Glacial Deposits) closely laminated Visible to naked Thinly Under 6 eye; with abundant/ laminated No cohesion when frequent/ Topsoil Coarse soils Medium SAND dry; numerous Visual Grading can be Stiff very closely examination: Breaks into SAND Minor described. Made Ground sheared orange Slightly pick removes blocks along b) 0.2 (over ~65% sand andgravel sizes) Fissured AND About 50 constituent or Glacial mottled brown cemented soil in lumps unpolished GRAVEL type Deposit ? etc. slightly gravelly which can be discontinuities CLAY. abraded Fine Gravel is fine and Calcareous, % defined on a medium of rounded Inter- Alternating layers of Shelly, site or material quartzite. bedded 0.06 Easily moulded different types, Light Glauconitic, specific basis or (Reworked c) Micaceous Only coarse silt subjective Weathered London or crushed in the prequalified by Approx % Term Coarse visible with hand Clay) fingers Breaks into thickness term Secondary blocks along if in equal Using terms lens; Un-compact Sheared proportions. such as: 0.02 Exhibits little polished Dark discontinuities Otherwise plasticity and thickness of slightly Medium SILT marked dilatancy; and spacing calcareous Slightly granular or Firm thinly 0.006 silky to the touch; laminated grey Can be moulded between Mottled calcareous Disintegrates in CLAY with closely or crushed by subordinate Slightly Compact e) <35 Fine water; spaced thick strong pressure layers defined. (sandy ) very Lumps dry quickly; laminae of sand. in the fingers Inter- calcareous 0.002 (Alluvium) Finger easily laminated Very soft Dry lumps can be pushed in up to broken but not Cu 0 – 20kPa 25mm % defined on powdered between Soft Finger pushed in a site or the fingers; Spacing terms also used They also Fine soils Cu 20 – 40kPa up to 10mm material Plastic brown for distance between disintegrate under Thumb makes specific basis clayey amorphous Firm partings, isolated beds water but more impression (sandye)) 35 to 65a) or subjective PEAT. C 40 – 75kPa or laminae, desiccation, slowly than silt; u easily (Recent Deposits)
(over ~35% silt and clay sizes) cracks, rootlets etc. CLAY Smooth to the Stiff Can be indented touch; Cu 75 – 150kPa slightly by thumb Exhibits plasticity Very stiff Can be indented but no dilatancy; Cu 150 - 300kPa by thumb nail Sticks to the fingers Hard (or very Very a) and dries slowly; Can be f) >65 weak (sandy ) Shrinks appreciably scratched by mudstone) on drying usually thumb nail Cu > 300kPa showing cracks Transported mixtures Colour NOTES Slightly organic clay or silt Grey as Contains finely divided or discrete Fibre already Plant remains recognizable a) Or described as coarse soil Firm Fibrous Slightly organic sand mineral particles of organic matter, often with d) Gravelly or sandy and/or compressed together and retains some strength depending on mass behaviour Organic clay or silt Dark grey distinctive smell, may oxidize rapidly. silty or clayey Organic sand Dark grey Describe as for inorganic soils using b) Or described as fine soil depending Very organic clay or silt Black terminology above. on mass behaviour e) Gravelly and/or sandy Very compressible and Pseudo- Plant remains recognizable, Spongy Very organic sand Black open structure fibrous Strength lost f) Gravelly or sandy Accumulated in situ Predominantly plant remains, usually dark brown or c) % coarse or fine soil type assessed Organicsoils Can be moulded in hand Recognizable plant remains black in colour, distinctive smell, low bulk density. Can excluding cobbles and boulders Plastic Amorphous Peat and smears fingers absent contain disseminated or discrete mineral soils. {[ + # $ X '#$^ {=@'@^ '#$^ {=@'@$ ] + + Z + ] ! + _ \ ] _ |} |} #'#^= '['$#' _ # # ! ! ! _ X X
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! ` # [' X #$' ]_ ! #'#^= !" !! ] \ ! $ # _ $#`'$`#' St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDIX B
PHOTOGRAPHS
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
PLATE 1
The northwestern area of the site, showing the car sales/ show room and car lot.
PLATE 2
The northeastern area of the site, showing “St Mary’s Bungalow”.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
PLATE 3
The southeastern area of the site, showing a grassed garden area to the rear of “St Mary’s Bungalow”.
PLATE 4
The southwestern area of the site, showing a courtyard area and vehicle workshop.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
PLATE 5
The western area of the site, viewed from the north, showing a ramp leading down towards a below ground vehicle workshop.
PLATE 6
The southwestern area of the site, showing the below ground workshop.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
PLATE 7
The southern boundary of the site, showing a very steep southerly facing downward slope.
PLATE 8
Ground conditions encountered in WS1, typical of the ground conditions encountered across the site.
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDIX C
LABORATORY TESTING RESULTS
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
GEOTECHNICAL LABORATORY TESTING
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR Summary of Index Property Test Results Ruddlesden geotechnical ltd
Job: St. Mary's Garage, Kingskerswell Job No: 4461 Client Job No: 10127
Modified Natural MC Liquid Limit Plastic Limit Plasticity % Passing Preparation Sample Reference Plasticity Description/ Remarks (%) (%) (%) Index (%) .425mm Method Index (%)
WS1 3.50m (D) 13.5 34 16 18 60.4 11 Mechanical Brown silty very sandy slightly gravelly CLAY
WS2 3.00m (D) 16.9 38 18 20 58.7 11 Mechanical Brown silty very sandy slightly gravelly CLAY
WS3 2.00m (D) 13.7 36 17 19 67.0 12 Mechanical Brown silty very sandy slightly gravelly CLAY
WS4 2.50m (D) 15.0 33 16 17 53.8 9 Mechanical Brown silty very sandy slightly gravelly CLAY
WS5 1.50m (D) 14.6 33 17 16 66.8 11 Mechanical Brown silty very sandy slightly gravelly CLAY
WS6 1.00m (D) 13.6 34 16 18 69.5 12 Mechanical Brown silty very sandy CLAY
Tests carried out in accordance with Clauses 3.2, 4.3, 5.3 and 5.4 of BS1377: Part 2: 1990
Modified Plasticity Index is defined in NHBC Chapter 4.2 as the PI multiplied by the percentage of particles passing the .425mm sieve. Non-Modified Plasticity Indices plotted on the attached Casagrande Classification chart.
Prepared By: DA Date: 09/03/2010Processed By: MD Date: 17/03/2010
Tested By DA Date: 15/03/2010Checked By: Date:
Filename Index Properties 4461 100317 Page 1 of 2 Summary of Index Property Test Results Ruddlesden geotechnical ltd
St. Mary's Garage, Kingskerswell 90
80
70 WS1 3.50m (D)
60 WS2 3.00m (D)
50 WS3 2.00m (D)
40 WS4 2.50m (D) Plasticity Index (%) Index Plasticity
30 WS5 1.50m (D)
WS6 1.00m (D) 20
10
0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Liquid Limit (%)
Filename Index Properties 4461 100317 Page 2 of 2 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
CONTAMINATION LABORATORY TESTING
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR
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Generic Assessment Criteria (GAC) Residential Land Use
Location No. of Highest of Highest values Source of Determinand Unit GAC Recorded Recorded exceeding GAC Value Value GAC Boron (water soluble) mg/kg 291 6.2 WS3 0 of 6 LQM/ CIEH
Sulphate (2:1 extract) g/l 1.2 1.3 WS6 1 of 12 BRE
Sulphate (total) % 2.0 0.06 WS1 0 of 6 ICRCL WS1, WS2 Arsenic mg/kg 32 21 0 of 6 SGV & WS4 Cadmium mg/kg 10 1.5 WS3 0 of 6 SGV
Chromium mg/kg 3000 35 WS4 0 of 6 LQM/ CIEH
Copper mg/kg 2330 58 WS2 0 of 6 LQM/ CIEH
Mercury mg/kg 1 0.45 WS2 0 of 6 SGV
Nickel mg/kg 130 45 WS3 0 of 6 SGV SGV Lead mg/kg 450 150 WS1 0 of 6 (OLD) Selenium mg/kg 350 0.20 All 0 of 6 SGV
Zinc mg/kg 3750 340 WS3 0 of 6 LQM/ CIEH
Total TPH mg/kg 50 1300 WS3 1 of 6 DUTCH
1% 2.5% 6% Naphthalene mg/kg SOM SOM SOM 1.6 WS6 1 of 6 LQM/ CIEH 1.5 3.7 8.7 1% 2.5% 6% Acenaphthylene mg/kg SOM SOM SOM 0.25 WS5 0 of 6 LQM/ CIEH 170 400 850 1% 2.5% 6% Acenaphthene mg/kg SOM SOM SOM 0.2 WS1 0 of 6 LQM/ CIEH 210 480 1000 1% 2.5% 6% Fluorene mg/kg SOM SOM SOM 0.34 WS1 0 of 6 LQM/ CIEH 160 380 780 1% 2.5% 6% Phenanthrene mg/kg SOM SOM SOM 1.2 WS1 0 of 6 LQM/ CIEH 92 200 380 1% 2.5% 6% Anthracene mg/kg SOM SOM SOM 0.92 WS1 0 of 1 LQM/ CIEH 2300 4900 9200 1% 2.5% 6% Fluoranthene mg/kg SOM SOM SOM 3 WS1 0 of 1 LQM/ CIEH 260 460 670 1% 2.5% 6% Pyrene mg/kg SOM SOM SOM 2.7 WS3 0 of 1 LQM/ CIEH 560 1000 1600 1% 2.5% 6% Benzo(a)anthracene mg/kg SOM SOM SOM 1.4 WS1 0 of 6 LQM/ CIEH 3.1 4.7 5.9 1% 2.5% 6% Chrysene mg/kg SOM SOM SOM 1.5 WS1 0 of 6 LQM/ CIEH 6 0 8.0 9.3 1% 2.5% 6% Benzo(b)fluoranthene mg/kg SOM SOM SOM 1.8 WS1 0 of 6 LQM/ CIEH 5 6 6.5 7.0 1% 2.5% 6% Benzo(k)fluoranthene mg/kg SOM SOM SOM 0.82 WS1 0 of 6 LQM/ CIEH 8 5 9.6 10 1% 2.5% 6% Benzo(a)pyrene mg/kg SOM SOM SOM 1.3 WS1 1 of 6 LQM/ CIEH 0.83 0.94 1.0 1% 2.5% 6% Dibenzo(a,h) anthracene mg/kg SOM SOM SOM 1 WS2 1 of 6 LQM/ CIEH 0.76 0.86 0.90
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
1% 2.5% 6% Indeno(1,2,3-cd)pyrene mg/kg SOM SOM SOM 0.59 WS1 0 of 6 LQM/ CIEH 3 2 3.9 4.2 1% 2.5% 6% Benzo(g,h,i)perylene mg/kg SOM SOM SOM 0.87 WS2 0 of 6 LQM/ CIEH 44 46 47 1% 2.5% 6% TPH (Aliphatic EC 5-6) mg/kg SOM SOM SOM 0.1 WS3 0 of 1 LQM/ CIEH 30 55 110 1% 2.5% 6% TPH (Aliphatic EC >6-8) mg/kg SOM SOM SOM 170 WS3 1 of 1 LQM/ CIEH 73 160 370 1% 2.5% 6% TPH (Aliphatic EC >8-10) mg/kg SOM SOM SOM 410 WS3 1 of 1 LQM/ CIEH 19 46 110 1% 2.5% 6% TPH (Aliphatic EC >10-12) mg/kg SOM SOM SOM 96 WS3 1 of 1 LQM/ CIEH 93 230 540 1% 2.5% 6% TPH (Aliphatic EC >12-16) mg/kg SOM SOM SOM 14 WS3 0 of 1 LQM/ CIEH 740 1700 3000 1% 2.5% 6% TPH (Aliphatic EC >16-35) mg/kg SOM SOM SOM 1.8 WS3 0 of 1 LQM/ CIEH 45000 64000 76000 1% 2.5% 6% TPH (Aromatic EC 5-7) mg/kg SOM SOM SOM 0.1 WS3 0 of 1 LQM/ CIEH 65 130 280 1% 2.5% 6% TPH (Aromatic EC >7-8) mg/kg SOM SOM SOM 1.7 WS3 0 of 1 LQM/ CIEH 120 270 611 1% 2.5% 6% TPH (Aromatic EC >8-10) mg/kg SOM SOM SOM 430 WS3 1 of 1 LQM/ CIEH 27 65 151 1% 2.5% 6% TPH (Aromatic EC >10-12) mg/kg SOM SOM SOM 200 WS3 1 of 1 LQM/ CIEH 69 160 346 1% 2.5% 6% TPH (Aromatic EC >12-16) mg/kg SOM SOM SOM 18 WS3 0 of 1 LQM/ CIEH 140 310 593 1% 2.5% 6% TPH (Aromatic EC >16-21) mg/kg SOM SOM SOM 0.8 WS3 0 of 1 LQM/ CIEH 250 480 770 1% 2.5% 6% TPH (Aromatic EC >21-35) mg/kg SOM SOM SOM 0.1 WS3 0 of 1 LQM/ CIEH 890 1100 1230 Phenols (total) mg/kg 420 0.3 All 0 of 6 SGV
pH (less than) - 5.5 7.6 WS5 0 of 12 BRE
Generic Assessment Criteria (GAC) Notes:
1. Italic entries indicate GAC exceeded. 2. Based on a sandy loam soil and 6% SOM (unless otherwise stated), in accordance with Environment Agency guidance. 3. Values are rounded to one or two significant figures.
Key: 1. SGV = Soil Guideline Value 2. SGV (OLD) = Old Soil Guideline Value (used in the absence of a replacement) 3. LQM/CIEH = Land Quality Management/ Chartered Institute of Environmental Health 4. BRE = Building Research Establishment (Special Digest 1) 5. ICRCL = Inter-Departmental Committee on the Redevelopment of Contaminated Land 6. DUTCH = Dutch Value
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDIX D
DESK STUDY INFORMATION
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
LANDMARK ENVIROCHECK REPORT
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR Site Sensitivity Map - Segment A13
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Plot Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 1 of 1 Site Sensitivity Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 1 of 3 Flood Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 3 of 3 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 Devon 1:2,500 1888 2 Devon 1:2,500 1905 3 Devon 1:2,500 1937 4 Ordnance Survey Plan 1:2,500 1955 5 Ordnance Survey Plan 1:2,500 1960 - 1971 6 Ordnance Survey Plan 1:2,500 1966 7 Additional SIMs 1:2,500 1978 8 Ordnance Survey Plan 1:1,250 1980 - 1982 9 Additional SIMs 1:1,250 1981 - 1992 10 Additional SIMs 1:1,250 1990 11 Large-Scale National Grid Data 1:1,250 1993 12 Large-Scale National Grid Data 1:1,250 1996 13
Historical Map - Segment A13
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 1 of 13 Devon Published 1888 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 2 of 13 Devon Published 1905 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 3 of 13 Devon 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 4 of 13 Ordnance Survey Plan Published 1955 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 5 of 13 Ordnance Survey Plan Published 1960 - 1971 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 6 of 13 Ordnance Survey Plan Published 1966 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 7 of 13 Additional SIMs Published 1978 Source map scale - 1:2,500 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 8 of 13 Ordnance Survey Plan Published 1980 - 1982 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 cul ivated 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, wi h 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 9 of 13 Additional SIMs Published 1981 - 1992 Source map scale - 1:1,250 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.
Map Name(s) and Date(s)
Historical Map - Segment A13
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 10 of 13 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 11 of 13 Large-Scale National Grid Data Published 1993 Source map scale - 1:1,250 'Large Scale Na ional Grid Data' superseded S M 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 12 of 13 Large-Scale National Grid Data Published 1996 Source map scale - 1:1,250 'Large Scale Na ional Grid Data' superseded S M 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 100 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 13 of 13 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 Devon 1:10,560 1869 - 1887 3 Devon 1:10,560 1889 4 Devon 1:10,560 1906 5 Devon 1:10,560 1933 - 1935 6 Devon 1:10,560 1938 - 1939 7 Ordnance Survey Plan 1:10,000 1964 8 Torbay 1:10,000 1976 9 Ordnance Survey Plan 1:10,000 1991 10 Ordnance Survey Plan 1:10,000 1993 11 10K Raster Mapping 1:10,000 1999 12 10K Raster Mapping 1:10,000 2006 13 10K Raster Mapping 1:10,000 2009 14
Historical Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 1 of 14 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:
Mapping Type Scale Date Pg Devon 1:10,560 1869 - 1887 3 Devon 1:10,560 1889 4 Devon 1:10,560 1906 5 Devon 1:10,560 1933 - 1935 6 Devon 1:10,560 1938 - 1939 7 Ordnance Survey Plan 1:10,000 1964 8 Torbay 1:10,000 1976 9 Ordnance Survey Plan 1:10,000 1991 10 Ordnance Survey Plan 1:10,000 1993 11 10K Raster Mapping 1:10,000 1999 12 10K Raster Mapping 1:10,000 2006 13 10K Raster Mapping 1:10,000 2009 14
Russian Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 2 of 14 Devon Published 1869 - 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
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A Landmark Information Group Service v40.0 11-Feb-2010 Page 3 of 14 Devon Published 1889 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 4 of 14 Devon Published 1906 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 5 of 14 Devon Published 1933 - 1935 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 6 of 14 Devon Published 1938 - 1939 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 7 of 14 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 8 of 14 Torbay Published 1976 Source map scale - 1:10,000 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 he 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 9 of 14 Ordnance Survey Plan Published 1991 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 10 of 14 Ordnance Survey Plan Published 1993 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 o her 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 un il 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 11 of 14 10k Raster Mapping Published 1999 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 12 of 14 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 13 of 14 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: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck co uk
A Landmark Information Group Service v40.0 11-Feb-2010 Page 14 of 14 Groundwater Vulnerability
Site Sensitivity Context Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel 0844 844 9952 Fax 0844 844 9951 Web www.envirocheck.co.uk
A Landmark Information Group Service v12.0 11-Feb-2010 Page 1 of 3 Source Protection Zones
Site Sensitivity Context Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel 0844 844 9952 Fax 0844 844 9951 Web www.envirocheck.co.uk
A Landmark Information Group Service v12.0 11-Feb-2010 Page 2 of 3 Sensitive Land Uses
Site Sensitivity Context Map - Slice A
Order Details Order Number: 30134954_1_1 Customer Ref: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details St. Marys Garage, Fore Street, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HU
Tel 0844 844 9952 Fax 0844 844 9951 Web www.envirocheck.co.uk
A Landmark Information Group Service v12.0 11-Feb-2010 Page 3 of 3 Envirocheck ® Report: Datasheet
Order Details: Order Number: 30134954_1_1 Customer Reference: 10127 National Grid Reference: 287900, 67770 Slice: A Site Area (Ha): 0.2 Search Buffer (m): 1000 Site Details: St. Marys Garage, Fore Street Kingskerswell NEWTON ABBOT Devon TQ12 5HU
Client Details: Mr S Ruddlesden Ruddlesden Geotechnical Ltd 65 Langaton Lane Pinhoe Exeter EX1 3SP
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Contents
Report Section Page Number
Summary -
Agency & Hydrological 1
Waste 17
Hazardous Substances -
Geological 19
Industrial Land Use 21
Sensitive Land Use -
Data Currency 22
Data Suppliers 26
Useful Contacts 27
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
© Landmark Information Group Limited 2010. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.
Natural England Copyright Notice
Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.
Ove Arup Copyright Notice
The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
Peter Brett Associates Copyright Notice
The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.
Radon Potential dataset Copyright Notice
Information supplied from a joint dataset compiled by The British Geological Survey and the Health Protection Agency.
Report Version v47.0
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 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 2 4 9
Enforcement and Proh bition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control pg 4 1
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls pg 5 1 3
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature pg 5 Yes
Pollution Incidents to Controlled Waters pg 5 6 5 3
Prosecutions Relating to Authorised Processes pg 8 2
Prosecutions Relating to Controlled Waters
Registered Radioactive Substances
River Quality pg 8 1 1
River Quality Biology Sampling Points pg 8 1
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register pg 8 8
Water Abstractions pg 9 (*27)
Water Industry Act Referrals
Groundwater Vulnerability pg 16 Yes n/a n/a n/a
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences pg 16 Yes n/a n/a
Flooding from Rivers or Sea without Defences pg 16 Yes 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
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries) pg 17 1
Licensed Waste Management Facilities (Locations) pg 17 1
Local Authority Recorded Landfill Sites
Registered Landfill Sites pg 17 2
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 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 pg 19 3
BGS 1:625,000 Solid Geology pg 19 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 19 Yes n/a n/a
Potential for Ground Dissolution Stability Hazards pg 19 Yes n/a n/a
Potential for Landslide Ground Stability Hazards pg 19 Yes Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 20 Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 20 Yes n/a n/a
Radon Potential - Radon Affected Areas pg 20 Yes n/a n/a n/a
Radon Potential - Radon Protection Measures n/a n/a n/a
Shallow Mining Hazards n/a n/a Industrial Land Use
Contemporary Trade Directory Entries (50m) pg 21 1 n/a n/a
Fuel Station Entries pg 21 1 2
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 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
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest
Special Areas of Conservation
Special Protection Areas
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 1 Operator: South West Water A13NW 204 1 287700 Property Type: Sewerage Network - Sewers - Water Company (NW) 67890 Location: Kingskerswell (Poundlane) Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1324 Permit Version: 2 Effective Date: 14th April 2009 Issued Date: 14th April 2009 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 1 Operator: South West Water A13NW 204 1 287700 Property Type: Sewerage Network - Sewers - Water Company (NW) 67890 Location: Kingskerswell (Poundlane) Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1324 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 13th April 2009 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Shiphay Builders Co A13NW 268 1 287650 Property Type: Not Given (NW) 67930 Location: Dobbin Arch (Plot 4), School Lane, KINGSKERSWELL, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: SWWA 833/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 12th June 1987 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Treated Effluent Discharge Saline Estuary Environment: Receiving Water: Soakaway, Licence Status: Lapsed, Revoked Or Cancelled Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 3 Operator: South West Water A13NW 294 1 287770 Property Type: Sewerage Network - Sewers - Water Company (NW) 68070 Location: Kingskerswell (Brookidore 2) Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1323 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 23rd October 2000 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 4 Operator: Mr & Mrs M Tyrrrell-Smith A12NE 438 1 287520 Property Type: Domestic Property (Single) (NW) 68040 Location: Island Cottage, Kingskerswell, Newton Abbot, Devon, Tq12 5ld Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1902 Permit Version: 1 Effective Date: 2nd August 1990 Issued Date: 2nd August 1990 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Unnamed Trib To Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 5 Operator: Mr R J Baker A12NE 457 1 287550 Property Type: Domestic Property (Single) (NW) 68110 Location: Granary Cottage, Churchend Road, Kingskerswell, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-2763 Permit Version: 1 Effective Date: 8th May 1991 Issued Date: 8th May 1991 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Soakaway Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 6 Operator: South West Water A8SE 691 1 288120 Property Type: Sewerage Network - Sewers - Water Company (S) 67090 Location: Greyhound Stadium Site, Kingskerswell, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1873 Permit Version: 1 Effective Date: 1st August 1990 Issued Date: 1st August 1990 Revocation Date: 19th November 1999 Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 7 Operator: South West Water A9SW 755 1 288300 Property Type: Sewerage Network - Sewers - Water Company (SE) 67100 Location: Stilling Pond Manhole A7, Abbotskerswell, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Dra 1570 Permit Version: 1 Effective Date: 28th February 1974 Issued Date: 28th February 1974 Revocation Date: 23rd October 2000 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Onto Land/Into Watercourse Environment: Receiving Water: Watercourse Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 8 Operator: South West Water A18NW 780 1 287693 Property Type: Sewerage Network - Pumping Station - Water Company (N) 68556 Location: Aller Pseo, Kingskerswell, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 201583 Permit Version: 1 Effective Date: 23rd October 2000 Issued Date: 1st October 2000 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook (S) 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 9 Operator: South West Water A18NW 811 1 287750 Property Type: Sewerage Network - Pumping Station - Water Company (N) 68600 Location: Kingskerswell (Aller) Ps Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1321 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 23rd October 2000 Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 10 Operator: Mr G J Hobson A14SE 811 1 288740 Property Type: Domestic Property (Single) (E) 67740 Location: Daccombe Mill, Coffinswell, Newton Abbot, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Swwa 1104 Permit Version: 1 Effective Date: 13th April 1988 Issued Date: 13th April 1988 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Septic Tank To Soakaway Status: New Consent, by Application, granted by Secretary of State Positional Accuracy: Located by supplier to within 100m Discharge Consents 11 Operator: Mr Andrew & Mrs Kirstie Bray A8SW 897 1 287773 Property Type: Domestic Property (Single) (S) 66865 Location: Bickleigh House, Edginswell Lane, Kingskerswell, Devon, Tq12 5lu Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Npswqd007466 Permit Version: 1 Effective Date: 6th April 2009 Issued Date: 6th April 2009 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Tributary Of Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 12 Operator: Bryant'S Building Company Limited A7SE 940 1 287396 Property Type: Industrial Parks & Estates (SW) 66947 Location: Units 1 And 2 Longlands Barns Whilborough Road, Kingskerswell, Newton Abbot, Devon, Tq12 5dy Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Npswqd004076 Permit Version: 1 Effective Date: 5th December 2008 Issued Date: 5th December 2008 Revocation Date: 5th December 2020 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Groundwaters Via A Soakaway 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 13 Operator: Peter Hamer A8SW 955 1 287784 Property Type: Domestic Property (Single) (S) 66805 Location: 22 Edginswell Lane, Kingskerwell, Newton Abbot, Devon, Tq15 5lu Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Npswqd000129 Permit Version: 1 Effective Date: 26th February 2008 Issued Date: 26th February 2008 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Unnamed Trib Of Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 14 Operator: West & Wales Utilities A14NE 961 1 288890 Property Type: Public Gas Supply (E) 67820 Location: Daccomb Mill Lane Gas Installation Daccomb Mill Lane, Coffinswell, Kingskerswell, Newton Abbot Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 203771 Permit Version: 1 Effective Date: 5th October 2006 Issued Date: 10th October 2006 Revocation Date: 15th May 2009 Discharge Type: Trade Discharge - Process Water Discharge Freshwater Stream/River Environment: Receiving Water: The Aller Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Integrated Pollution Prevention And Control 15 Name: John Craxford (Plant Hire) Limited A17SW 851 1 287166 Location: Yannon Lane Landfill, 46, The Terrace, Torquay, Devon, TQ1 1DE (NW) 68256 Authority: Environment Agency, South West Region Permit Reference: RP3033MR Original Permit Ref: Zp3230bn Effective Date: 31st March 2008 Status: Revoked Application Type: Variation App. Sub Type: Minor Positional Accuracy: Manually positioned within the geographical locality Activity Code: 5.2 A(1) (B) Activity Description: Waste Landfilling; Any Other Landfill To Which The 2002 Landfill Regulations Apply Primary Activity: Y
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Pollution Prevention and Controls 16 Name: Aller Vale Garage (Cox Bros) Ltd A18SE 468 2 288077 Location: 32 Newton Road, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AG (N) 68229 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 1788000320000 Dated: 8th April 1999 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 17 Name: Westcombe Service Station A18NE 955 2 288065 Location: Aller, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AT (N) 68738 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: EPA/29285wes Dated: 31st March 1999 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 18 Name: Wales And West Utilities A14NE 972 2 288902 Location: Coffinswell (E) 67810 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 08/00067B Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG1/15 Odourising natural gas & liquified petroleum gas Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 19 Name: Pace Filling Station A9SW 975 2 288320 Location: Torquay Road, Kingskerswell, NEWTON ABBOT, Devon, TQ (SE) 66863 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 1811010012000 Dated: 8th April 1999 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Nearest Surface Water Feature A13SW 68 - 287837 (SW) 67700 Pollution Incidents to Controlled Waters 20 Property Type: Other A13SW 91 1 287800 Location: Location Description Not Available (SW) 67700 Authority: Environment Agency, South West Region Pollutant: Oils - Waste Oil Note: Mechanical/Electrical Plant Failure Incident Date: 13th March 1991 Incident Reference: 62001873 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Leakage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 21 Property Type: Road (Road Traffic Accident) A13NE 170 1 288100 Location: Location Description Not Available (E) 67795 Authority: Environment Agency, South West Region Pollutant: Oils - Diesel (Including Agricultural) Note: Accidental Spillage/Leakage Incident Date: 7th April 1994 Incident Reference: 62014450 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Spillage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Pollution Incidents to Controlled Waters 21 Property Type: Public Highway: Surface Runoff A13NE 171 1 288100 Location: Location Description Not Available (E) 67800 Authority: Environment Agency, South West Region Pollutant: Miscellaneous - Foam Note: Weather Incident Date: 11th May 1994 Incident Reference: 62017648 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 22 Property Type: Miscellaneous Drainage: Surface Water Drainage A13SE 188 1 288100 Location: Manor Drive Kingskerswell-Aller Orchard, KINGSKERSWELL (E) 67700 Authority: Environment Agency, South West Region Pollutant: Oils - Diesel (Including Agricultural) Note: Not Supplied Incident Date: 3rd August 1996 Incident Reference: 17179 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Not Given Cause of Incident: Pollution Risk: Water Quality Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 23 Property Type: Not Given A13NE 205 1 288100 Location: Location Description Not Available (NE) 67895 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Natural Causes Incident Date: 14th May 1993 Incident Reference: 62008055 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 23 Property Type: Public Highway: Surface Runoff A13NE 208 1 288100 Location: Location Description Not Available (NE) 67900 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Not Supplied Incident Date: 8th November 1995 Incident Reference: 62011003 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 24 Property Type: Public Highway: Surface Runoff A13NW 265 1 287600 Location: Location Description Not Available (W) 67800 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Weather Incident Date: 31st August 1990 Incident Reference: 62001364 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Weather Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 25 Property Type: Timber Processing A13NW 353 1 287700 Location: Location Description Not Available (NW) 68100 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Poor Operational Practise Incident Date: 8th May 1991 Incident Reference: 62002146 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Leakage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
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Pollution Incidents to Controlled Waters 26 Property Type: Not Given A12SE 400 1 287500 Location: Location Description Not Available (SW) 67600 Authority: Environment Agency, South West Region Pollutant: Unknown Note: Not Supplied Incident Date: 21st July 1994 Incident Reference: 62017494 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 27 Property Type: Surface Water Sewers A8NE 486 1 288100 Location: Location Description Not Available (SE) 67300 Authority: Environment Agency, South West Region Pollutant: Crude Sewage Note: Inadequate Design/Capacity Incident Date: 11th August 1995 Incident Reference: 62011477 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Effluent Discharge Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 27 Property Type: Public Highway: Other A8NE 491 1 288100 Location: Location Description Not Available (SE) 67295 Authority: Environment Agency, South West Region Pollutant: Other Note: Deliberate Act Incident Date: 6th September 1993 Incident Reference: 62014614 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Washing Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 28 Property Type: Water Company Sewage: Pumping Station A8NE 619 1 288200 Location: Location Description Not Available (SE) 67200 Authority: Environment Agency, South West Region Pollutant: Crude Sewage Note: Poor Management Control Incident Date: 1st February 1993 Incident Reference: 62008833 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Overflow Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 29 Property Type: Road (Road Traffic Accident) A17NE 799 1 287500 Location: Location Description Not Available (NW) 68500 Authority: Environment Agency, South West Region Pollutant: Oils - Waste Oil Note: Accidental Spillage/Leakage Incident Date: 8th March 1995 Incident Reference: 62000695 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Spillage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 30 Property Type: Not Given A18NW 821 1 287700 Location: Location Description Not Available (N) 68600 Authority: Environment Agency, South West Region Pollutant: Unknown Note: Not Supplied Incident Date: 20th August 1994 Incident Reference: 62017204 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
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Prosecutions Relating to Authorised Processes 31 Location: Yannon Lane Landfill Site, Old Newton Road, Foredown, Kingskerswell, Tq12 A17SW 949 1 286999 5lb (NW) 68159 Prosecution Text: Operating and illegal landfill site - ARA seizure of £1,194,638 Prosecution Act: Epa90 & Ppc00 Hearing Date: 1st February 2008 Verdict: Guilty Fine: 60000 Costs: 18855 Positional Accuracy: Manually positioned within the geographical locality Prosecutions Relating to Authorised Processes 31 Location: Yannon Lane Landfill Site, Old Newton Road, Foredown, Tq12 5lb A17SW 949 1 286999 Prosecution Text: Depositing and storing waste on land without a WML (NW) 68159 Prosecution Act: Epa90 S33 Hearing Date: 12th October 2007 Verdict: Guilty Fine: 13000 Costs: 4412 Positional Accuracy: Manually positioned within the geographical locality River Quality Name: Aller B (Teign) A13SW 198 1 287705 GQA Grade: River Quality A (SW) 67649 Reach: Manor Drive Kingskerswell-Aller Orchard Estimated Distance 1.9 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 River Quality Name: Aller B (Teign) A8NE 354 1 287948 GQA Grade: River Quality A (S) 67399 Reach: Edginswell Pumping Stn-Kingskerswell Estimated Distance 1.9 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 River Quality Biology Sampling Points 32 Name: Aller Brook (Teign) A8NE 411 1 288010 Reach: Manor Drive Kingskerswell - Aller Orchard (S) 67350 Estimated Distance: 1.90 Positional Accuracy: Located by supplier to within 10m Year: 2002 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2003 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2004 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2005 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2006 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2007 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2000 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 1990 GQA Grade: River Quality Biology GQA Grade D - Fair Year: 1995 GQA Grade: River Quality Biology GQA Grade D - Fair Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SE 787 1 287227 Incident Date: 28th March 2007 (NW) 68230 Incident Reference: 480562 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: General Biodegradable : Other Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 788 1 287215 Incident Date: 28th March 2007 (NW) 68216 Incident Reference: 480595 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: General Biodegradable : Other
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Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 790 1 287219 Incident Date: 28th March 2007 (NW) 68225 Incident Reference: 480580 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: General Biodegradable : Other Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 791 1 287215 Incident Date: 28th March 2007 (NW) 68221 Incident Reference: 480588 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: General Biodegradable : Other Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 794 1 287217 Incident Date: 28th March 2007 (NW) 68229 Incident Reference: 480528 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: General Biodegradable : Other Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 796 1 287215 Incident Date: 28th March 2007 (NW) 68229 Incident Reference: 480572 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: General Biodegradable : Other Substantiated Pollution Incident Register 33 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 798 1 287215 Incident Date: 28th March 2007 (NW) 68233 Incident Reference: 480549 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: General Biodegradable : Other Substantiated Pollution Incident Register 34 Authority: Environment Agency - South West Region, Devon and Cornwall Area A17SW 860 1 287122 Incident Date: 15th December 2006 (NW) 68203 Incident Reference: 456737 Water Impact: Category 4 - No Impact Air Impact: Category 3 - Minor Incident Land Impact: Category 1 - Major Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Water Abstractions Operator: Mr S R Lancaster A20NW 1374 1 289100 Licence Number: 14/46/003/0112 (NE) 68500 Permit Version: 100 Location: Court Barton Farm, Tapped Spring Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Court Barton Farm, Coffinswell Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 27th March 1987 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: MR & MRS J L BELL A15NE 1470 1 289400 Licence Number: 14460030499 (E) 67800 Permit Version: Not Supplied Location: Lands At, Aller Brook House, COFFINSWELL Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 21.80 Yearly Rate (m3): 2045.00 Details: Aller Brook Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr & Mrs J L Bell A15NE 1470 1 289400 Licence Number: 14460030499 (E) 67795 Permit Version: Not Supplied Location: Lands At, Aller Brook House, COFFINSWELL Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 21.80 Yearly Rate (m3): 2045.00 Details: These Two Points; 1696 Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Landscape Company (South West) Ltd A4NE 1475 1 288700 Licence Number: 14/46/003/0723 (SE) 66500 Permit Version: 100 Location: Kerswell Borehole Authority: Environment Agency, South West Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Kerswell Gardens, Newton Road, Torquay Authorised Start: 01 March Authorised End: 30 November Permit Start Date: 19th December 1995 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: THE LANDSCAPE COMPANY A4NE 1480 1 288700 Licence Number: 14460030723 (SE) 66495 Permit Version: Not Supplied Location: Kerswell Gardens, Newton Road, TORQUAY Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 181.80 Yearly Rate (m3): 4318.00 Details: 1 March To 30 November Incl; Depth 55M Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: HAS BEEN ALLOCATED FOR A4NE 1531 1 288800 Licence Number: 14460030477 (SE) 66500 Permit Version: Not Supplied Location: Kerswell Gardens, TORQUAY Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 454.60 Yearly Rate (m3): 9092.00 Details: Not Supplied Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: CAMAS UK LTD A6NW 1567 1 286405 Licence Number: 14460030025 (W) 67195 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 90.90 Yearly Rate (m3): 22727.00 Details: Mineral Washing Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Camas Uk Ltd A6NW 1570 1 286400 Licence Number: 14/46/003/0025 (W) 67200 Permit Version: 100 Location: Bickley Stream At Stoneycombe Quarry Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 7th June 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: CAMAS UK LTD A6NW 1572 1 286400 Licence Number: 14460030025 (W) 67195 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 90.90 Yearly Rate (m3): 22730.00 Details: Bickley Stream Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: CAMAS UK LTD A6NW 1627 1 286305 Licence Number: 14460030024 (W) 67300 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 174.50 Yearly Rate (m3): 43642.00 Details: Dust Suppression Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: CAMAS UK LTD A6NW 1629 1 286305 Licence Number: 14460030024 (W) 67295 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 116.40 Yearly Rate (m3): 29095.00 Details: Concrete Plant Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Aggregate Industries Uk Ltd A6NW 1632 1 286300 Licence Number: 14/46/003/0024 (W) 67300 Permit Version: 101 Location: Stoneycombe Quarry, Borehole Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Camas Uk Ltd A6NW 1632 1 286300 Licence Number: 14/46/003/0024 (W) 67300 Permit Version: 100 Location: Stoneycombe Quarry, Borehole Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 7th June 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: CAMAS UK LTD A6NW 1633 1 286300 Licence Number: 14460030024 (W) 67295 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 290.90 Yearly Rate (m3): 72737.00 Details: Depth 80M Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Aggregate Industries Uk Ltd A6NW 1663 1 286300 Licence Number: 14/46/003/0025 (W) 67200 Permit Version: 101 Location: Bickley Stream At Stoneycombe Quarry Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr & Mrs J L Bell (E) 1674 1 289600 Licence Number: 14/46/003/0498 67900 Permit Version: 100 Location: Aller Brook House, Well Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Aller Brook House, Coffinswell Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 20th October 1987 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 101 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 25th October 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m
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Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 101 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 25th October 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 1091 Yearly Rate (m3): 54545 Details: Royal Aller Vale Quarry Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m
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Water Abstractions Operator: Hanson Quarry Products Europe Ltd (N) 1724 1 287600 Licence Number: 14/46/003/0047 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Vale Quarry Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: CAMAS UK LTD (W) 1849 1 286105 Licence Number: 14460030691 67195 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 381.80 Yearly Rate (m3): 113636.00 Details: Mineral Washing Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Aggregate Industries Uk Ltd (W) 1853 1 286100 Licence Number: 14/46/003/0691 67200 Permit Version: 101 Location: Stoneycombe Quarry - Borehole Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Camas Uk Ltd (W) 1853 1 286100 Licence Number: 14/46/003/0691 67200 Permit Version: 100 Location: Stoneycombe Quarry - Borehole Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Stoneycombe Quarry, Ipplepen Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 7th June 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Water Abstractions Operator: CAMAS UK LTD (W) 1854 1 286100 Licence Number: 14460030691 67195 Permit Version: Not Supplied Location: Stoneycombe Quarry, IPPLEPEN Authority: Environment Agency, South West Region Abstraction: Industrial Processing (Quarrying) Abstraction Type: Not Supplied Source: Borehole Daily Rate (m3): 381.80 Yearly Rate (m3): 113652.00 Details: Depth 92M Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr J Isaac (E) 1896 1 289700 Licence Number: 14/46/003/0056 67100 Permit Version: 100 Location: Home Farm, Well Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Home Farm Lands, Kingskerswell, Newton Abbot, Devon Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 27th May 1966 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 A13SW 0 1 287707 Classification: fractured rocks, which do not have a high primary permeability, or other (SW) 67632 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 49 South Devon Scale: 1:100,000 Drift Deposits None Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13SW 37 1 287835 Boundary Accuracy: As Supplied (SW) 67745 Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13NE 211 1 288136 Boundary Accuracy: As Supplied (E) 67825 Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13NE 231 1 287905 Boundary Accuracy: As Supplied (N) 68030 Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13SW 40 1 287833 Boundary Accuracy: As Supplied (SW) 67741 Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13NE 208 1 288134 Boundary Accuracy: As Supplied (E) 67821 Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 16 of 27 Waste
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Licensed Waste Management Facilities (Landfill Boundaries) 35 Name: Yannon Lane A17SE 688 1 287289 Licence Number: 21599 (NW) 68147 Location: Kingskerswell, Newton Abbot, Devon Licence Holder: J Craxford ( Plant Hire) Ltd Authority: Environment Agency - South West Region, Devon and Cornwall Area Site Category: Landfills Taking Other Wastes (Construction, Demolition, Dredgings) Max Input Rate: Not Supplied Licence Status: Active Issued 22nd December 1988 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied Licensed Waste Management Facilities (Locations) 36 Licence Number: 210116 A12NW 742 1 287200 Location: Yannon Lane Landfill, Old Newton Road, Kingskersell, Devon, TQ12 5LB (NW) 68100 Operator Name: John Craxford ( Plant Hire ) Limited Operator Location: Not Supplied Authority: Environment Agency - South West Region, Devon and Cornwall Area Site Category: Inert LF Licence Status: Issued Issued: 29th April 2005 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Local Authority Landfill Coverage Name: Teignbridge District Council 0 2 288749 - Has supplied landfill data 66834 Local Authority Landfill Coverage Name: Devon County Council 0 5 288749 - Has supplied landfill data 66834 Registered Landfill Sites 37 Licence Holder: J Craxford (Plant Hire) Ltd A17SE 690 1 287279 Licence Reference: WR/L/LF/S(108) 03 96 (NW) 68137 Site Location: Teignwood Plantation, Yannon Lane, Kingskerswell, Newton Abbot, Devon Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: Foredown Farm, KINGSKERSWELL, Devon, TQ12 5LE Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill - with transfer Max Input Rate: Large (Equal to or greater than 75,000 and less than 250,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Operational as far as is knownOperational Dated: 8th March 1991 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Authorised Waste Devon Cat.A: Inert Waste Devon Cat.B: General Waste Devon Cat.C: Putrescible Waste Max.Waste For Transfer Max.Waste To Landfill Prohibited Waste Waste N.O.S.
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Registered Landfill Sites 38 Licence Holder: J Craxford (Plant Hire) Ltd A17SW 877 1 287100 Licence Reference: JL/LF/TS/S(222) (NW) 68200 Site Location: Old Newton Road, (Yannon Lane), Kingskerswell, Newton Abbot, Devon Licence Easting: 287100 Licence Northing: 68200 Operator Location: 46 The Terrace, TORQUAY, Devon, TQ1 1DE Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill - with transfer Max Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Operational as far as is knownOperational Dated: 27th November 1998 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Devon Cat.A: (Inert) Devon Cat.B: General Waste Devon Cat.C: Putrescible Waste Prohibited Waste Dust/Ash/Powder (Unless Approved/Double Bagged) Liquid Wastes Material Contaminated Above Icrcl Action Values Sludge Wastes Spec.Waste (Epa'90:S62/1996 Regs) Waste N.O.S. Waste With Any Haz.Code In H1 To H14
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 18 of 27 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 39 Site Name: Kerswell Down A12SW 710 3 287172 Location: Kingskerswell, Torquay, Devon (W) 67608 Source: British Geological Survey, National Geoscience Information Service Reference: 68152 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Devonian Geology: East Ogwell Limestone Formation Commodity: Limestone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 40 Site Name: Huxner Quarry A7SE 858 3 287523 Location: Orth Whilborough, Torquay, Devon (SW) 66975 Source: British Geological Survey, National Geoscience Information Service Reference: 68153 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Devonian Geology: Nordon Formation Commodity: Limestone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 41 Site Name: Aller Farm A18NE 933 3 288156 Location: Kingskerswell, Torquay, Devon (N) 68693 Source: British Geological Survey, National Geoscience Information Service Reference: 68162 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS 1:625,000 Solid Geology Description: Permian basal breccias, sandstones and mudstones A13SW 0 3 287614 (SW) 67473 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 A13SE 0 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13SE 53 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13NE 149 3 287975 Source: British Geological Survey, National Geoscience Information Service (NE) 67925 Potential for Ground Dissolution Stability Hazards Hazard Potential: Very Low A13SW 127 3 287775 Source: British Geological Survey, National Geoscience Information Service (SW) 67675 Potential for Ground Dissolution Stability Hazards Hazard Potential: Low A13SW 239 3 287625 Source: British Geological Survey, National Geoscience Information Service (W) 67750 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 0 3 287775 Source: British Geological Survey, National Geoscience Information Service (W) 67725 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SW 98 3 287775 Source: British Geological Survey, National Geoscience Information Service (W) 67725 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SW 109 3 287800 Source: British Geological Survey, National Geoscience Information Service (SW) 67675
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 19 of 27 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SW 111 3 287775 Source: British Geological Survey, National Geoscience Information Service (SW) 67700 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SW 115 3 287750 Source: British Geological Survey, National Geoscience Information Service (W) 67750 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SE 138 3 287975 Source: British Geological Survey, National Geoscience Information Service (SE) 67625 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13NE 150 3 287897 Source: British Geological Survey, National Geoscience Information Service (N) 67950 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SE 195 3 288125 Source: British Geological Survey, National Geoscience Information Service (E) 67775 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SW 213 3 287650 Source: British Geological Survey, National Geoscience Information Service (W) 67773 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SE 245 3 288175 Source: British Geological Survey, National Geoscience Information Service (E) 67773 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13SE 0 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13SE 53 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13NE 149 3 287975 Source: British Geological Survey, National Geoscience Information Service (NE) 67925 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SE 0 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13SE 53 3 287897 Source: British Geological Survey, National Geoscience Information Service (S) 67700 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13NE 149 3 287975 Source: British Geological Survey, National Geoscience Information Service (NE) 67925 Radon Potential - Radon Affected Areas Affected Area: The property is in a radon affected area, as between 1 and 3% of homes are A13SE 0 3 287925 above the action level (E) 67773 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Affected Areas Affected Area: The property is not in a radon affected area, as less than 1% of homes are A13SE 0 3 287925 above the action level (E) 67773 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SE 0 3 287925 dwellings or extensions (E) 67773 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SE 0 3 287925 dwellings or extensions (E) 67773 Source: British Geological Survey, National Geoscience Information Service Shallow Mining Hazards No Hazard
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 20 of 27 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 42 Name: St Marys Garage A13NW 0 - 287897 Location: Fore Street, Kingskerswell, Newton Abbot, Devon, TQ12 5HU (N) 67781 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Fuel Station Entries 43 Name: Allervale Garage A18SE 468 - 288077 Location: 32 Newton Road, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AG (N) 68229 Brand: Jet Premises Type: Petrol Station Status: Open Positional Accuracy: Manually positioned to the address or location Fuel Station Entries 44 Name: Westcombe Service Station A18NE 960 - 288066 Location: Newton Road, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AT (N) 68743 Brand: Texaco Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Automatically positioned to the address Fuel Station Entries 45 Name: Mrh Kingskerswell A9SW 962 - 288402 Location: Torquay Road, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5HG (SE) 66920 Brand: TEXACO Premises Type: Petrol Station Status: Open Positional Accuracy: Located by supplier to within 100m
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 21 of 27 Data Currency
Agency & Hydrological Version Update Cycle
Contaminated Land Register Entries and Notices South Hams District Council - Environmental Health Department June 2009 Annual Rolling Update Teignbridge District Council - Environmental Health Department May 2009 Annual Rolling Update Torbay Council - Environmental Services November 2009 Annual Rolling Update Discharge Consents Environment Agency - South West Region January 2010 Quarterly Enforcement and Prohibition Notices Environment Agency - South West Region January 2010 As notified Integrated Pollution Controls Environment Agency - South West Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - South West Region October 2009 Quarterly Local Authority Integrated Pollution Prevention And Control Torbay Council - Environmental Services February 2009 Annual Rolling Update Teignbridge District Council - Environmental Health Department March 2009 Annual Rolling Update South Hams District Council - Environmental Health Department May 2009 Annual Rolling Update Local Authority Pollution Prevention and Controls Torbay Council - Environmental Services February 2009 Annual Rolling Update Teignbridge District Council - Environmental Health Department March 2009 Annual Rolling Update South Hams District Council - Environmental Health Department May 2009 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Torbay Council - Environmental Services February 2009 Annual Rolling Update Teignbridge District Council - Environmental Health Department March 2009 Annual Rolling Update South Hams District Council - Environmental Health Department May 2009 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey November 2009 Quarterly Pollution Incidents to Controlled Waters Environment Agency - South West Region September 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - South West Region January 2010 As notified Prosecutions Relating to Controlled Waters Environment Agency - South West Region January 2010 As notified Registered Radioactive Substances Environment Agency - South West Region January 2010 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 - South West Region - Devon Area January 2010 Quarterly Environment Agency - South West Region - Devon and Cornwall Area January 2010 Quarterly Water Abstractions Environment Agency - South West Region October 2009 Quarterly Water Industry Act Referrals Environment Agency - South West Region January 2010 Quarterly Groundwater Vulnerability Environment Agency - Head Office January 1999 Not Applicable Drift Deposits Environment Agency - Head Office January 1999 Not Applicable
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 22 of 27 Data Currency
Agency & Hydrological Version Update Cycle
Source Protection Zones Environment Agency - Head Office October 2009 Variable Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office December 2009 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office December 2009 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office December 2009 Quarterly Flood Water Storage Areas Environment Agency - Head Office December 2009 Quarterly Flood Defences Environment Agency - Head Office December 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 - South West Region - Devon and Cornwall Area August 2009 Quarterly Environment Agency - South West Region - Devon Area October 2009 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - South West Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - South West Region - Devon Area January 2010 Quarterly Environment Agency - South West Region - Devon and Cornwall Area January 2010 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - South West Region - Devon Area October 2009 Quarterly Environment Agency - South West Region - Devon and Cornwall Area October 2009 Quarterly Local Authority Landfill Coverage Devon County Council May 2000 Not Applicable South Hams District Council - Environmental Health Department May 2000 Not Applicable Teignbridge District Council - Environmental Health Department May 2000 Not Applicable Torbay Council - Environmental Services May 2000 Not Applicable Local Authority Recorded Landfill Sites Devon County Council May 2000 Not Applicable South Hams District Council - Environmental Health Department May 2000 Not Applicable Teignbridge District Council - Environmental Health Department May 2000 Not Applicable Torbay Council - Environmental Services May 2000 Not Applicable Registered Landfill Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 23 of 27 Data Currency
Hazardous Substances Version Update Cycle
Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive October 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 Teignbridge District Council April 2009 Annual Rolling Update Torbay Council August 2009 Annual Rolling Update South Hams District Council - Planning Department December 2009 Annual Rolling Update Devon County Council September 2008 Annual Rolling Update Planning Hazardous Substance Consents Teignbridge District Council April 2009 Annual Rolling Update Torbay Council August 2009 Annual Rolling Update South Hams District Council - Planning Department December 2009 Annual Rolling Update Devon County Council September 2008 Annual Rolling Update
Geological Version Update Cycle
BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service October 2009 Bi-Annually BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service August 1996 Not Applicable Brine Compensation Area Cheshire Brine Subsidence Compensation Board November 2002 As notified 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 November 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
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 24 of 27 Data Currency
Industrial Land Use Version Update Cycle
Contemporary Trade Directory Entries Thomson Directories November 2009 Quarterly Fuel Station Entries Catalist Ltd - (Fuel Station Data) October 2009 Quarterly
Sensitive Land Use Version Update Cycle
Areas of Outstanding Natural Beauty Natural England December 2009 Bi-Annually Environmentally Sensitive Areas Natural England December 2009 Annually Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England December 2009 Bi-Annually Marine Nature Reserves Natural England September 2009 Bi-Annually National Nature Reserves Natural England December 2009 Bi-Annually National Parks Natural England December 2009 Bi-Annually Nitrate Sensitive Areas Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) December 2009 Not Applicable Nitrate Vulnerable Zones Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) February 2009 Annually Ramsar Sites Natural England December 2009 Bi-Annually Sites of Special Scientific Interest Natural England December 2009 Bi-Annually Special Areas of Conservation Natural England December 2009 Bi-Annually Special Protection Areas Natural England December 2009 Bi-Annually
Order Number: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 25 of 27 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: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 26 of 27 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 Teignbridge District Council - Environmental Health Telephone: 01626 361101 Department Fax: 01626 331874 Email: [email protected] Forde House, Brunel Road, Newton Abbot, Devon, TQ12 4XX Website: www.teignbridge.gov.uk
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 Natural England Telephone: 0845 600 3078 Fax: 01733 455103 Northminster House, Northminster Road, Peterborough, Cambridgeshire, Email: [email protected] PE1 1UA Website: www.naturalengland.org.uk
5 Devon County Council Telephone: 01392 382000 Fax: 01392 382135 County Hall, Topsham Road, Exeter, Devon, EX2 4QD Website: www.devon.gov.uk
- 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: 30134954_1_1 Date: 11-Feb-2010 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 27 of 27 St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
UNDERGROUND TANK INFORMATION
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR
St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
APPENDIX E
SITE PLANS
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
SITE LOCATION PLAN
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
Dwg. No. SITE LOCATION PLAN 10127/01
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
AERIAL PHOTOGRAPH
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
Dwg. No. AERIAL PHOTOGRAPH 10127/AP
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR St. Mary’s Garage, Kingskerswell Ruddlesden geotechnical ltd
WINDOW SAMPLE BOREHOLE LOCATION PLAN
Geotechnical Investigation and Contamination Assessment Report Report Ref: SR/SB/DT/10127/GICAR