ENNSTONE JOHNSTON LTD - Northamptonshire County Council

Transcription

DAB Geotechnics
MICK GEORGE LTD.
PROPOSED RINGSTEAD GRANGE QUARRY
HYDROLOGICAL AND HYDROGEOLOGICAL ASSESSMENT
DAB Geotechnics
Proposed Ringstead Grange Quarry - Hydrological and Hydrogeological Assessment
April 2012
Name
Signature
Date
30th April 2012
Prepared by
D. A. Blythe
Issue Status
Purpose
Final
For Client’s information
Prepared by
DAB Geotechnics
3, Tweed Avenue,
Ellington, MORPETH,
Northumberland, NE61 5ES
Tel. No. 07711 168524
E-mail [email protected]
DABGeot/11093/Final
Table of Contents
Page
1.
2.
INTRODUCTION
1
1.1
1.2
1.3
1.4
1
2
2
2
GEOLOGY
3
2.1
2.2
2.3
Published Information
Exploratory Drilling
General Succession
3
3
3
2.3.1
2.3.2
3
5
2.4
2.5
3.
Superficial Deposits
Bedrock Strata
Geological Structure
Mining and Ground Stability
8
8
2.5.1
2.5.2
2.5.3
8
8
8
General
Mining Stability
Ground Stability
HYDROLOGY
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
4.
General
Location
Topography
Development Proposal
9
Rainfall
Catchment and Principal Drainage Paths
Site Specific Drainage Details
Flood Risk
Greenfield Runoff Rate
Licensed and Unlicensed Surface Water Abstractions
Surface Water Discharges
Surface Water Quality
9
9
10
10
10
11
12
12
HYDROGEOLOGY
14
4.1
4.2
Environment Agency Classification
Hydraulic Properties of the Strata
14
14
4.2.1
4.2.2
14
14
Bedrock Strata
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Page
4.3
4.4
4.5
4.6
5.
15
17
17
18
PREDICTED EFFECTS OF PROPOSED QUARRY DEVELOPMENT AND
MITIGATION MEASURES
19
5.1
5.2
Management of Water on the Proposed Quarry Site
Groundwater Resources
19
19
5.2.1
5.2.2
5.2.3
5.2.4
5.2.5
19
21
22
22
23
5.3
6.
7.
Exploratory Borehole Information and Groundwater Monitoring Stations
Groundwater Quality
Licensed and Unlicensed Groundwater Abstractions
Waste Handling, Disposal and Treatment Sites and Waste Transfer Stations
Estimated Groundwater Inflow Rates
Effect of Drawdown
Swelling and Shrinkage of Bedrock Strata
Settlement of Backfill
Groundwater Quality
Surface Water Resources
23
5.3.1
5.3.2
5.3.3
5.3.4
5.3.5
23
24
26
26
26
Flood Risk
Attenuation Storage Volumes
Flooding of Station Road
Surface water Abstractions
SUMMARY
REFERENCES
27
28
FIGURES
PHOTOGRAPHS
APPENDIX A
ABBENDIX B
APPENDIX C
APPENDIX D
APPENDIX E
APPENDIX F
APPENDIX G
APPENDIX H
LANDMARK ENVIROCHECK REPORT
CORRESPONDENCE WITH EAST NORTHAMPTONSHIRE COUNCIL
SCOPING OPINION FROM THE ENVIRONMENT AGENCY
1/10,000 SCALE GEOLOGICAL MAPS
BGS ARCHIVE BOREHOLE RECORDS
MINING AND GROUND STABILITY REPORT
FLOOD RISK ASSESSMENT
ATTENUATION STORAGE CALCULATIONS
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1.
INTRODUCTION
1.1
General
Mick George Ltd. (Mick George) proposes to extract limestone at its Ringstead Grange site and
restore the exhausted workings using imported inert fill materials. DAB Geotechnics was
appointed by Mick George to undertake a hydrological and hydrogeological assessment of the
proposed quarry. The study has entailed:
1.2
(i)
the provision of a Landmark, ‘Envirocheck’, report to determine the location of all
licensed surface and groundwater abstractions, discharge consents, landfill sites and
pollution incidents at distances of up to 2km from the centre of the site (Appendix A);
(ii)
liaison with East Northamptonshire Council with regard to the location of any unlicensed
(private) water supplies within at least 1km of the site (Appendix B);
(iii)
reference to the scoping opinion provided by the Environment Agency in its letter to
Northamptonshire County Council dated 8th November 2011 (ref. no.
AN/2011/113241/01-L02), a copy of which is presented in Appendix C.
(iv)
an examination of the geological maps and reports published by the British Geological
Survey (BGS) and the provision of an Envirocheck report based on 1/10,000 scale digital
information (Appendix D);
(v)
reference to a number of relevant borehole logs held on the BGS GeoRecords archive
(Appendix E);
(vi)
the acquisition of an Envirocheck mining and ground stability report (Appendix F);
(vii)
an examination of the most recent aerial photographs;
(viii)
the compilation of a flood risk assessment in accordance with the National Planning
Policy Framework (Department for Communities and Local Government, 2012a)
(Appendix G); and
(ix)
an assessment of the possible effects on surface and groundwater resources and the
mitigation measures that will be undertaken.
Location
The proposed development is located about 1.5km south-west of Ringstead and 2km north-west
of Raunds in an area administered by East Northamptonshire and Northamptonshire County
Councils (Figure 1). The site comprises arable agricultural land and is bounded along its southeastern margin by a wooded valley that lies adjacent to the A45 public road. Access to the quarry
will be gained from the B663 (Raunds or London Road) located to the north-east. The Grid
Reference for the centre of the site has been taken as 498050 273900 (1/50,000 scale Ordnance
Survey Map Sheet 141 Kettering, Corby & Surrounding Area). An aerial photograph is presented
as Figure 2.
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DABGeot/11093/Final
1.3
Topography
The site occupies an area of 64.3 hectares and is located in an area of gently undulating land.
Surface elevations range from about 66m above Ordnance Datum (AOD) in the east to 53m AOD
in the west and fall towards the north-west, west and south-west.
1.4
Development Proposal
Details of the proposed working scheme for the quarry are contained within the Environmental
Statement and are shown on the Working Scheme Plan (Dwg. No. R15/03) and the Indicative
Phasing Plans (Dwg. Nos. R15/05). The quarry excavations will cover an area of about 52
hectares and will be worked in a south-westerly and then north-easterly direction along a
succession of NW-SE aligned cuts or development phases. The quarry excavations will reach a
maximum of about 12m below ground level.
The soils will be stripped in a progressive fashion. The initial volumes will be temporarily stored,
but the remainder will be placed directly to bed as the exhausted workings are backfilled to
restoration level using overburden, quarry discard and imported inert materials. The existing
topography and landform will be largely replicated.
The development has been designed to minimize the area of disturbance at each stage of the
development with land either remaining in agricultural production or restored for that use.
Surface runoff will be further attenuated by creating a number of wetland areas of ecological
interest (Conceptual Restoration Plan, Dwg. No. R15/14).
Surface runoff from the working areas and any groundwater abstracted from the excavations will
be pumped and drained to settlement lagoons. The treated water will be discharged into an
unnamed tributary of Hog Dyke, subject to the consent of the Environment Agency. Surface
runoff from the restored areas that will be created in the northern part of the site will be drained
to newly created wetland areas and to the existing agricultural drainage system. Measures will be
taken to alleviate a problem of minor flooding of Station Road adjacent to the cemetery.
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2.
GEOLOGY
2.1
Published Information
The geology of the quarry area has been determined by reference to the following maps and
reports that have been published by the British Geological Survey (BGS):
1/50,000 scale Geological Map, Sheet 186 Bedrock and Superficial Deposits Edition (2006);
‘Geology of the Wellingborough District’ (Barron et al., 2006); and
1/10,000 scale digital maps presented in Appendix D.
2.2
Exploratory Drilling
Details of 10 exploratory boreholes, some of which provide details of the groundwater
conditions, have been obtained from the BGS GeoRecords website. Copies of the borehole logs
are provided in Appendix E and their locations are shown on Figure 3.
A total of 20 boreholes (nos. 1-20) were first drilled on the site by the landowner, Foster Farms
Ltd. in October 1988. These were extended to a maximum depth of 8.2m using a tractor mounted
rotary blasthole rig. Eight rotary cored and flight augered boreholes were then drilled on the site
by Amey Roadstone Corporation in December 1988 and January 1989 (nos. ARC1-8). A
reconnaissance borehole investigation was carried out by Steetley Quarry Products Ltd. in May
1989, when 2 cored boreholes (nos. RC89/1-2) and 11 openholes (nos. RO89/3-13) were drilled.
A more detailed drilling programme comprising 3 cored boreholes and 23 openholes was
undertaken in January 1990 (nos. RG90/1-3 & R90/1-23 respectively). Finally, a site
investigation comprising nine boreholes (nos. MG1-9) was completed by Mick George in 2011.
Four of these boreholes have been instrumented to allow groundwater monitoring. The borehole
locations are shown in Figure 4.
The exploratory boreholes show that the lateral extent of some of the bedrock strata differs from
that shown on the BGS maps.
2.3
General Succession
2.3.1
2.3.1.1 Recent (Flandrian) Alluvium
Recent deposits of alluvium are present along the course of the River Nene, Hog Dyke and their
tributaries (1/10,000 scale Superficial Geology map, Appendix D). These generally comprise
sand, silt and clay and reach up to 4m in thickness.
2.3.1.2 River Terrace Deposits
Deposits of sand and gravel along the valley of the River Nene are regarded as river terrace
deposits. A simple classification based on mapped units at separate elevations has now been
abandoned, as it is now believed that their deposition is multi-phase.
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DABGeot/11093/Final
The Nene Valley Formation encompasses three river deposits of which only two have been
identified in the area of interest. The Ecton Member or, ‘first terrace’, extends about 2m above
the present floodplain and is overlain by recent alluvium. The gravel fraction comprises about
32% flint, 28% quartzite, 38.5 % local ironstone, sandstone and limestone and 1.5% chalk. The
deposits reach a maximum thickness of about 4.5m.
The Grendon Member or, ‘second terrace’, is much more restricted in extent. Its surface lies
between 5 and 9m above the present floodplain. The deposits reach a maximum thickness of 7.6m
and have a similar composition to the Ecton Member.
The 1/10,000 scale Superficial Geology map in Appendix D shows that sand and gravel of the
Ecton Member are present to the north-west of Ringstead Grange Farm and some distance to the
south of the site. The deposits have been exploited and flooded workings extend to the west of
Ringstead village (Figure 1).
2.3.1.3 Glacial Till and Glacio-Fluvial Sand and Gravel
Two glacial tills have been mapped in the Ringstead area: an upper till that is correlated with the
Oadby Till and a lower one named the Bozeat Till. The relationship between these strata is
uncertain as no intervening organic deposits have yet been recorded. They may represent deposits
of discrete glacial events or merely different facies of the Oadby Till.
The Bozeat Till is a dark bluish grey diamicton consisting of sandy, silty clay with clasts of
mainly Jurassic limestone and ironstone, some quartz and quartzite, rare flint and chalk. A
maximum thickness of 5m has been recorded that always underlies the Oadby Till. The latter
closely resembles the, ‘Chalky Boulder Clay’, of central and south-east England. It commonly
reaches up to 15m in thickness. It is an olive grey to grey diamicton that weathers to yellowish
brown and comprises silty clay with abundant clasts of chalk, flint, Jurassic limestone, sandstone
and ironstone, quartz, quartzite and Carboniferous limestone and sandstone.
Glacio-fluvial sand and gravel occur as sparsely distributed discontinuous bodies resting on,
within and beneath both tills. The clasts comprise Jurassic limestone, sandstone and ironstone,
flint, quartz and quartzite and locally chalk.
The 1/10,000 scale Superficial Geology map in Appendix D shows that Bozeat and Oadby Tills
are present in the eastern part of the site. Deposits of glacio-fluvial sand and gravel are recorded
in its northernmost part.
.
2.3.1.4 Made Ground
The 1/10,000 scale Artificial Ground and Landslip map in Appendix D shows that there are a
number of areas of made ground in the Ringstead area. Those labelled WMGR refer to backfilled
ironstone workings in the Northampton Sand Formation (Section 2.3.2.3), one of which is located
along the northern margin of the site.
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DABGeot/11093/Final
2.3.2
Bedrock Strata
2.3.2.1 General
It is proposed to extract limestone from the Cornbrash and Blisworth Limestone Formations. The
limestones form part of a sedimentary succession of Jurassic age, details of which are provided in
Table 1. Fuller descriptions are provided below in ascending order. The 1/10,000 scale Bedrock
and Faults map in Appendix D shows the lateral extent of the various formations.
Group
Formation
Upper Jurassic
Oxford Clay
Proven Thickness
on Site (m)
Not present
Ancholme Group
Kellaways
Middle Jurassic
Cornbrash
Blisworth Clay
Blisworth Limestone
Rutland
Great Oolite Group
2.25
0.50-1.78
3.30-4.35
4.90-5.93
3.55-4.98
(Upper & Lower Estuarine Series)
Lower Jurassic
Inferior Oolite Group
Northampton Sand
4.95-5.85
Lias Group
Whitby Mudstone
>1.10
Table 1 Details of the Stratigraphic Succession at the Proposed Quarry
2.3.2.2 Lias Group
The Whitby Mudstone Formation forms the uppermost part of the Lias Group and comprises a
bluish grey mudstone with thin limestones towards its base. It varies in thickness from 35 to 56m.
2.3.2.3 Inferior Oolite Group
The Inferior Oolite Group is entirely represented in the area by the Northampton Sand Formation.
The constituent sideritic limestone has been widely quarried as a source of building material and
iron ore. The deposit ranges in thickness from 4 to 6m.
2.3.2.4 Great Oolite Group
The Great Oolite Group rests unconformably on the eroded surface of the Northampton Sand or
Whitby Mudstone Formations. The Rutland Formation can reach up to 15m in thickness, but only
3.55 to 4.98m has been proved on the site. The basal Stamford Member comprises a pale to dark
grey and black sandy mudstone with ironstone bands. This is overlain by pale grey fine to
medium grained sandstone. The overlying sediment consists of a rhythmic succession of
mudstones and sandstones, including a calcareous mudstone and limestone horizon known as the
Wellingborough Limestone Member.
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DABGeot/11093/Final
The Blisworth Limestone Formation was deposited in shallow marine lagoons following
transgression. It is typically 5 to 6m thick and is separated into two members. The Roade Member
consists of interbedded argillaceous, bioclastic packstone, wackestone and lime mudstone. It
measures some 1.8m in thickness. The overlying Irchester Member is dominated by ooidal and
peloidal limestones with interbedded lime mudstone beds.
The overlying Blisworth Clay Formation comprises a smooth plastic mudstone, characteristically
variegated in colour and showing blue green, magenta and purple mottling. It lies unconformably
on the limestone. The irregularly bedded bioclastic packstones and grainstones of the Cornbrash
Formation form the uppermost part of the Great Oolite Group.
2.3.2.5 Ancholme Group
The Kellaways Formation is divided into the basal Kellaways Clay Member, which comprises
dark grey mudstone, and the overlying Kellaways Sand Member. The latter consists of a
sequence of pale grey, fine grained sand or sandstone, siltstone and mudstone. The Oxford Clay
Formation has only been mapped in the easternmost part of the site. Its basal part consists of dark
brownish grey mudstone.
2.3.2.6 BGS GeoRecords Borehole Data
A summary of the borehole logs obtained from the BGS GeoRecords database is given in Table 2.
Copies of the logs are provided in Appendix E.
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DABGeot/11093/Final
BGS
Ref. No.
Grid
Ref.
Location/Name
Surface Level
/Depth
Date
Drilled
SP97NE164
499130
275640
Ringstead
60.70m AOD/
3.00m bgl
August
1974
SP97SE1
498300
274730
Caprons Ringstead
Estate No. 3
52.12m AOD/
5.00m bgl
SP97SE4
497540
274000
Caprons Ringstead
Royalty
55.47m AOD/
6.00m bgl
Summary of Strata (with interpretations)
Borehole Description
Formation
0.09m Topsoil.
1.20m Clay, yellowish brown, sandy.
0.90m Limestone.
Blisworth Limestone
1939
3.96m Baring (clay & mudstone).
1.83m Ironstone.
Northampton Sand
1940
1.83m Ironstone.
Northampton Sand
0.30m Topsoil
4.57m Mixed clay
3.05m Grey sand
1.52m Grey clay
0.30m Claystone
0.91m Limestone
2.44m Mixed clay
0.91m Brown clay
6.10m Limestone
1.52m Grey clay
1.83m Grey Sand
0.61m Hard grey sand
2.13m Black sand
4.88m Ironstone
0.30m Grey clay
Oxford Clay
) Kellaways
)
) Cornbrash
)
) Blisworth Clay
)
Blisworth Limestone
)
) Rutland
)
)
Northampton Sand
Whitby Mudstone
SP97SE16
498500
273950
Addington II SA
12D/2150
60.24m AOD/
31.39m bgl
16/10/41
SP97SE47
497440
274330
Caprons Ringstead
Estate No. Th. 1
5.03m bgl
1940
2.44m Ironstone.
Northampton Sand
SP97SE48
498080
274630
Caprons Ringstead
Estate No. Th. 2
5.00m bgl
1940
1.52m Ironstone.
Northampton Sand
SP97SE112
497760
272820
Raunds
33.53m AOD/
5.30m bgl
November
1974
0.2m Topsoil.
3.30m Clay, variegated, silty with
peat partings below 2.80m.
1.40m Sand and gravel.
(Gravel - fine to coarse, angular and
subangular limestone, ironstone,
quartzite and flint. Sand - medium to
coarse.)
0.40m Clay, stiff, blue-grey.
SP97SE115
498050
274950
Ringstead
33.83m AOD/
5.40m bgl
November
1974
0.9m Topsoil
4.50m Clayey, sandy gravel (Gravel fine with coarse, subangular,
ironstone, limestone and flint. Sand fine to coarse.)
SP97SE116
498860
274330
Raunds
69.80m AOD/
8.90m bgl
May 1974
0.40m Topsoil.
6.00m Clay, brown and grey, chalky
with sand partings.
2.50m Clay, firm, blue-grey, silty.
SP97SE124
497790
272800
Meadow Road,
Raunds
35.36m AOD/
43.40m bgl
1896
1.22m Loamy clay.
3.66m Gravel.
26.82m Blue clay.
0.61m Argillaceous limestone.
1.07m Hard clay.
0.46m Oolitic rock.
1.37m Dark blue indurated clay.
1.07 Argillo-calcareous rock, grey or
brown, with rounded pebbles.
7.11m Clay with thin limestone bands
and nodules.
Oxford Clay
)
)
) Whitby Mudstone
)
)
)
) Marlstone Rock
)
)
bgl – below ground level
Table 2 Summary of Borehole Data from BGS GeoRecords Archive
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DABGeot/11093/Final
2.4
Geological Structure
The structure of the Jurassic strata at the proposed quarry site generally conforms to the regional
south-south-easterly dip of less than half a degree (1v in 115h). This may be modified by
flexuring or the effects of faulting or superficial structures. A number of minor faults have been
recorded on the site. These trend NW-SE and are shown on the 1/10,000 scale maps which are
presented in Appendix D.
The bedrock strata are dissected by at least two, subvertical joint sets.
2.5
Mining and Ground Stability
2.5.1
General
A mining and ground stability report has been obtained for the site and a copy is provided in
Appendix F.
2.5.2
Mining Stability
There are no records of any underground workings in the Northampton Sand Formation
(ironstone), but backfilled surface excavations are present to the north-west of the site (1/10,000
scale Artificial Ground and Landslip map, Appendix D). Sand and gravel has been extracted
along the valley of the River Nene and the limestone has also been recovered from the Cornbrash
Formation at Scalley Farm Pit, Raunds (Grid Ref. 498939 273551). The exhausted sand and
gravel workings are considered to represent a site of special scientific interest (SSSI) with the
majority classified as a Ramsar site and the remainder as a local nature reserve.
2.5.3
Ground Stability
The BGS National Geoscience Information Service states that there is no potential for
compressible ground stability hazards on the site and that the potential for instability due to
collapsible ground, landslide, ground dissolution and running sand is low to very low. The
potential for compressible ground stability reaches moderate levels in those areas of backfilled
ironstone workings because the backfill was not compacted during its placement. There is,
however, no surface expression of any recent settlement. There is no evidence of significant
karstification of the Cornbrash and Blisworth Limestone Formations, but there remains a
potential for dissolution, more so where they lie close to ground surface. The potential for
shrinking or swelling clay ranges from zero to moderate, dependent upon the sub-surface strata.
The 1/10,000 scale geological maps in Appendix D indicate that the areas of moderate risk are
linked to the outcrop of the Blisworth Clay Formation. The Rutland Formation and the superficial
cover of glacial till form areas of low risk. The 1/50,000 scale map provided in Appendix F
confirms that the potential is low in the area around Ringstead village.
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3.
HYDROLOGY
3.1
Rainfall
The long term average annual rainfall at the proposed quarry site is approximately 612mm
(NERC, 1999).
3.2
Catchment and Principal Drainage Paths
The catchment boundaries for the site have been determined using the Flood Estimation
Handbook CD-ROM (NERC, 1999) and are shown in Figure 5. The catchment characteristics are
provided in Table 3. Surface runoff is ultimately directed to an unnamed ephemeral stream
located along the south-eastern boundary of the site. This flows in a south-westerly direction and
joins Hog Dyke before discharging into the River Nene at Grid Ref. 496900 273850. The river
flows in a north-north-easterly direction.
Parameters
Catchment
1
Description
2
Catchment drainage area (km2).
Index of flood attenuation due to reservoirs and lakes.
Index of proportion of time that soils are wet.
Mean catchment altitude (m above sea level).
Index representing the dominant aspect of catchment slopes.
Index describing the invariability in aspect of catchment slopes.
Base flow index derived using the HOST classification.
Index describing catchment size and drainage path configuration (km).
Index of catchment steepness (m/km).
Longest drainage path (km).
Median annual maximum 1 hour rainfall (mm).
Median annual maximum 1 day rainfall (mm).
Median annual maximum 2 day rainfall (mm).
1961-90 standard period average annual rainfall (mm)
1941-70 standard period average annual rainfall (mm)
Standard percentage runoff derived using HOST classification.
Index of concentration of urban and suburban land cover.
FEH index of fractional urban extent (1990)
Index of location of urban and suburban land cover.
Note. UK soils have been delineated according to their hydrological properties to produce the twenty-nine class Hydrology of Soil Types (HOST)
classification. The HOST dataset is available as a 1km grid which records, for each grid square, the percentage of the 1km x 1km area given to
each HOST class present. Boorman et al. (1995) give standard percentage runoff (SPR) and base flow index (BFI) values for each HOST class.
Table 3 Catchment Characteristics (as determined using FEH CD-ROM (NERC, 1999))
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3.3
Site Specific Drainage Details
The site presently comprises arable land and it is assumed that a network of agricultural tile
drains has been installed. There are no plans of the drainage system, but the site was inspected on
the 8th December 2011 and a number of open ditches recorded, details of which are shown on
Figure 6. Attention is also drawn to Photographs P1 to P5. There is no evidence to suggest the
development of karstic features in the Cornbrash and Blisworth Limestone Formations. A number
of flooded sand and gravel workings are present to the north of Ringstead Grange Farm along the
Nene valley.
3.4
Flood Risk
Extracts of the Environment Agency Flood Map, which are presented in Appendix A, indicate
that the proposed Ringstead Grange site lies in Flood Zone 1 having less than 1 in a 1,000 year
annual probability of flooding (i.e. <0.1%). A flood risk assessment has been carried out in
accordance with the National Planning Policy Framework (Department for Communities and
Local Government, 2012a) using the advice given in the Technical Guidance (Department for
Communities and Local Government, 2012b) and the notes provided for the former Planning
Policy Statement (PPS) 25 ‘Development and Flood Risk’ (Department for Communities and
Local Government, 2009). Details are provided in Appendix G. The assessment concludes,
amongst other things, that the development will not increase the risk of downstream flooding.
3.5
Greenfield Runoff Rate
The greenfield runoff rate for the site has been determined using the methodology described in
the Institute of Hydrology Report No. 124 (NERC, 1994). The calculations are as follows and are
presented in Table 4.
Area: 64.3 hectares or 0.643 km2
Average Annual Rainfall for quarry: 612mm.
Soil Factor: 0.37 (soil partly derived from glacial till).
Average flow (QBAR): 0.154 m3/s from 64.3 hectares or 2.4 l/s/ha
Hydrometric area 5
(NERC, 1975)
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DABGeot/11093/Final
(NERC, 1975)
Return period (years)
2
5
10
25
50
100
Growth Factor (from above)
Flow rate (l/s/ha)
+ 10% uplift for climate change (l/s/ha)
0.89
2.1
2.3
1.29
3.1
3.4
1.65
4.0
4.4
2.25
5.4
5.9
2.83
6.8
7.5
3.56
8.5
9.4
Table 4 Estimated Greenfield Runoff Rates
Note. The uplifted greenfield runoff rates are provided for illustration purposes only and have not been used in the
determination of attenuation storage volumes.
3.6
Licensed and Unlicensed Surface Water Abstractions
The Landmark Envirocheck report (Appendix A) indicates that there are three licensed surface
water abstractions within 2km of the site (Table 5), all of which have been revoked. East
Northamptonshire Council has confirmed that there are no unlicensed (private) surface water
abstractions within 1km of the site boundary (Appendix B).
Recorded
Grid Ref.
Distance
from Centre
of Site (m)
Abstraction
Source
497750 272790
497930 272480
498490 272340
499000 272350
1,154
1,430
1,626
1,822
Hog Dyke at Raunds
F. R. W. Farrington, Groug Farm
(5/32/09/*s/100)
Status: Revoked
497900
272700
1,214
Unnamed stream at Spray irrigation.
Groug Farm, Raunds (5 m3/day; 681,900 m3 p.a.)
F. J. & D. Willoughby Williams
(5/32/09/*s/205)
Status: Revoked
497100 275100
496700 274700
1,528
1,568
River Nene at Great
Addington
Operator
(Licence No.)
Messrs. D & E Tomaschuk
(5/32/09/*s/018)
Status: Revoked
Purpose of Abstraction
(Permitted Maximum Rates)
Spray irrigation
(5 m3/day; 120,000 m3 p.a.)
Spray irrigation.
(50 m3/day; 2,000,000 m3 p.a.)
Table 5 Summary of Licensed Surface Water Abstractions
11
DABGeot/11093/Final
3.7
Surface Water Discharges
The Landmark Envirocheck report (Appendix A) confirms that there three consented discharges
within 1km of the centre of the quarry site (Table 6).
Recorded
Grid Ref.
Approximate
Distance
from Centre of
Site (m)
Kier Warth Ltd.,
Warth Park,
London Road, Raunds
(Pmnf12044)
498600
273550
655
Sewage Discharges
Mr. H. Foster,
Cotton Farm, Ringstead
(Pr5nf2184)
497400
274500
882
Unknown
Evans & Son,
Wooton Green Farm,
Wooton, Bedfordshire
(Pr1nfg0458)
499000
274000
955
Discharge of other
matter-surface water
Permit/Licence Holder
(Reference No.)
Discharge Type
Receiving Watercourse
Roadside Ditch,
Tributary of Hog Dyke
Not supplied
Wooton Brook
Table 6 Summary Details of Environmental Permits/Discharge Consents
3.8
The Landmark Envirocheck report provides some details as to the quality of the water in Hog
Dyke: Class C at Grid Ref. 498441 273450 and Class D at 497234 273448 in the year 2000. The
Environment Agency’s internet website provides the following information with regard to the
quality of the River Nene (Table 7).
Upstream
Grid Ref.
495700
270600
Downstream
Grid Ref.
497400
275200
Year
Ammonia
Dissolved Oxygen
Nitrates
Phosphates
2009
2008
2007
2006
2005
2004
2002
2001
2000
1997
1995
1993
1990
A
A
A
A
A
A
B
A
A
B
B
C
C
B
B
B
B
B
B
B
A
B
C
B
C
E
5
5
6
6
6
6
5
5
6
5
5
5
5
5
5
5
5
5
6
6
6
6
Length of Reach
9km
Ammonia and dissolved oxygen - A to F (very good to bad)
Nitrates and phosphates - 1 to 6 (very low to very high levels)
Table 7 Summary of Water Quality Data for the River Nene (Environment Agency Website)
12
DABGeot/11093/Final
The website also indicates that the ecological and chemical quality of the river is classified as
moderate and good respectively at Grid Ref. 497414 275188. However, the ammonia, copper,
iron and zinc concentrations are presently considered to be high. The same comments are made
with regard to Hog Dyke.
There are records of only one pollution incident to surface waters in the search area (13th August
1992, no. 1442). These refer to the Hog Dyke at Grid Ref. 497400 273500. The source of the
pollution was not found, but the incident was considered to be significant (Category 2). The
Environment Agency’s internet website provides details of two incidents near Woodford and
Ringstead villages. These are summarized in Table 8.
Incident
No.
302060
317372
Grid
Ref.
498229
275230
499086
272351
Date
Local Authority
Pollutant
Impact
Environmental
Impact
To Land
To Water
30/03/05
East Northamptonshire
Sewage
Significant
Minor
Significant
03/06/05
East Northamptonshire
Sewage
Significant
None
Significant
Table 8 Summary of Pollution Incidents from the Environment Agency’s Website
The proposed quarry site and the search area used in this study will form part of an Environment
Agency Nitrate Vulnerability Zone as from the 1st January 2013.
13
DABGeot/11093/Final
4.
HYDROGEOLOGY
4.1
Environment Agency Classifications
The Environment Agency has assigned the following classifications to the soil and bedrock
formations:
Alluvium
Bozeat and Oadby Tills
Glacio-fluvial Sand and Gravel
Secondary A Aquifer
Unproductive
Secondary A Aquifer
Oxford Clay Formation
Kellaways Sand Member
Kellaways Clay Member
Cornbrash Formation
Blisworth Clay Formation
Blisworth Limestone Formation
Rutland Formation
Northampton Sand Formation
Whitby Mudstone Formation
Unproductive
Secondary A Aquifer
Unproductive
Secondary A Aquifer
Unproductive
Principal Aquifer
Unproductive or Secondary B Aquifer*
Secondary A Aquifer
Unproductive
(*where Wellingborough Limestone Member is present)
The mapped locations of these strata are shown in Appendices A and D. There are no source
protection zones on the site or within 1km of its boundary.
4.2
Hydraulic Properties of Strata
4.2.1
The deposits of glacial till will have a very low hydraulic conductivity, typically less than 10 -9
m/s, and where present this will greatly inhibit the infiltration of the underlying bedrock. The
conductivity of the glacio-fluvial deposits will be much higher, possibly falling within the range
10-3 to 10-5 m/s, and as such will allow greater infiltration.
4.2.2
Bedrock Strata
Groundwater flow in the bedrock strata will be largely confined to natural joints and fissures,
most especially in the limestones. There is no evidence of significant karstification, although it is
entirely possible that some dissolution has occurred along the joint planes. Nevertheless, the mass
permeability could be of the order of 10-6 m/s. It is expected that Blisworth Limestone and
Cornbrash Formations will be largely confined by the underlying and overlying deposits of
mudstone.
14
DABGeot/11093/Final
4.3
Exploratory Borehole Information and Groundwater Monitoring Stations
Water strike information is provided by some of the exploratory borehole logs, but in the
majority of cases these proved to be dry, due in part to the use of compressed air as the flushing
medium. A summary of the available information is provided in Table 9.
Borehole No.
Depth to Water (m bgl)
RC89/1
RO89/3
RO89/4
RO89/5
RO89/7
RO89/9
Dry to base of Blisworth Limestone.
11.5m
RG90/1
RG90/2
RG90/3
R90/1
R90/2
R90/3
R90/4
R90/5
R90/6
R90/7
R90/8
R90/9
R90/10
R90/11
R90/12
R90/13
R90/14
R90/15
R90/16
R90/17
R90/18
R90/19
R90/20
R90/21
R90/22
R90/23
No limestone encountered. Dry.
10.0m
17.0m
14.0m
Table 9 Summary of Exploratory Borehole Water Strike Data
A total of four groundwater monitoring stations have been established as part of the most recent
investigations by Mick George. These are numbered MG1 to MG4, their locations are shown in
Figure 4 and a summary of the recorded water levels is provided in Table 10.
15
DABGeot/11093/Final
Grid
Reference
Collar
Level
(m AOD)
Depth
of Tip
(m bgl)
MG1
427107
476133
66.24
22.50
MG2
427230
476380
60.08
MG3
427340
476186
MG4
427586
476448
Bh. No.
Range of Recorded Water Levels
Depth (m bgl)
Level (m AOD)
Date of
First
Reading
Stiff grey clay (Rutland Formation) 5.8m below the base of the Blisworth
Limestone Formation. Filter column extended to 3.50m bgl.
19.87-20.00
46.24-46.37
29/11/11
16/01/12
18.00
Stiff grey clay (Whitby Mudstone Formation) 12.0m below the base of the
Blisworth Limestone Formation. Filter column extended to 3.50m bgl.
17.03-17.12
42.96-43.05
29/11/11
16/01/12
54.69
12.00
Whitby Mudstone Formation 11.4m below base of Blisworth Limestone
Formation. Filter column extended to 3.5m bgl.
10.90-11.21
43.48-43.79
29/11/11
16/01/12
58.66
18.00
Stiff grey silty clay (Whitby Mudstone Formation) 11.6m below base of
Blisworth Limestone Formation. Filter column extended to 3.5m bgl.
15.63-15.65
43.01-43.03
29/11/11
16/01/12
Horizon of Tip
Last
Reading
bgl – below ground level.
Table 10 Details of Groundwater Monitoring Stations at Ringstead Grange Quarry
Determinand
pH
Conductivity (S/cm)
Total Alkalinity (mg/l)
Sodium (mg/l)
Cadmium (g/l)
Chromium (g/l)
Copper (g/l)
Iron (g/l)
Lead (g/l)
Mercury (g/l)
Nickel (g/l)
Zinc (g/l)
Sulphate (mg/l)
Chloride (mg/l)
COD (mg/l)
BOD (mg/l)
MG1
Nov. 11
7.40
1800
230
26
<0.08
140.0
<1
200
4
<0.5
<1
88.0
810
79
<10
<4
Dec. 11
7.40
1900
480
31
<0.08
4.7
14
<20
<1
9.4
24.0
880
75
25
<4
MG2
Jan. 12
7.30
1700
400
28
<0.08
4.7
<1
30
<1
<0.5
4.2
58.0
880
74
20
<4
Nov. 11
7.50
880
200
9.9
<0.08
79.0
<1
90
1.4
<0.5
16.0
15.0
110
23
<10
<4
MG3
Dec. 11
7.40
830
440
11.0
<0.08
5.6
8.2
20
<1
Jan. 12
7.40
780
370
9.4
<0.08
4.4
<1
50
<1
<0.5
21.0
16
94
19
10
<4
12.0
5.9
99
1
15
<4
Nov. 11
7.50
950
220
34
<0.08
60.0
<1
320
<1
<0.5
2.5
22.0
210
50
30
6
Dec. 11
7.50
900
470
39
<0.08
3.9
6.8
120
<1
6.4
6.8
190
41
30
7
MG4
Jan. 12
7.40
880
350
34
<0.08
6.0
<1
30
<1
<0.5
7.9
<1
220
39
20
<4
Nov. 11
7.60
1100
190
<0.5
<0.08
51.0
<1
600
<1
<0.5
2.2
31.0
300
28
10
14
Dec. 11
7.50
1000
480
20
<0.08
1.3
9.4
20
<1
4.7
4.5
260
23
10
<4
Jan. 12
7.30
1100
370
25
<0.08
5.2
<1
<20
<1
<0.5
6.4
<1
340
25
10
<4
Table 11 Groundwater Analysis Results
16
DABGeot/11093/Final
All four monitoring installations are standpipes that record the groundwater conditions within the
succession extending above the Whitby Mudstone Formation. It can be deduced from the
recorded levels that there is relatively little water present and that consequently inflow rates into
the excavations will be very low.
4.4
Groundwater Quality
The Landmark Envirocheck report (Appendix A) does not provide any details of groundwater
quality, but the Environment Agency’s website confirms that the current quantitative and
chemical quality in the Northampton Sands and, ‘Lower Jurassic Unit’, is good at Grid Refs.
497213 273484 and 499118 272309. There are no recorded groundwater pollution incidents.
Groundwater samples have been taken from the monitoring installations and the analysis results
are presented in Table 11. The following observations can be made:
(i)
the pH levels reflect neutral conditions;
(ii)
conductivity ranges from 780 to 1900 S/cm indicating low to moderate levels of solute
concentration;
(iii)
heavy metal concentrations are generally quite low, in particular the red list substances
cadmium and mercury;
(iv)
chloride concentrations are low; and
(v)
sulphate concentrations are variable and the majority exceed the drinking water standard.
The analysis results represent the, ‘average’, chemical composition for the groundwater present in
the bedrock succession. Some of the marine mudstones, such as those of the Whitby Mudstone
Formation, contain iron pyrites which weather to form sulphate. Any localised acidity is
adequately buffered by the dissolved calcium carbonate and bicarbonate derived from the
limestones.
4.5
Licensed and Unlicensed Groundwater Abstractions
The Landmark Envirocheck report (Appendix A) indicates that there are four licensed
groundwater abstractions within the search area, two of which have been revoked. The status of
one of the remaining abstractions is not known, but both lie some distance from the site. A
summary of the details is provided in Table 12.
East Northamptonshire Council has confirmed that there are no unlicensed (private) groundwater
abstractions within at least 1km of the site boundary (Appendix B).
17
DABGeot/11093/Final
Recorded
Grid Ref.
Distance
from Centre
of Site (m)
Abstraction
Source
497800 272800
497400 272500
1,133
1,548
Well and borehole
ARC Eastern,
Gravel Pit, Ringstead
(5/32/09/*g/193)
Status: Revoked
497000
274500
1,208
Groundwater fed
reservoir
Tithe Farm,
Ringstead
(5/32/09/*g/0222)
Status: Not Supplied
498140
275600
1,699
Borehole
M. W. Holben
Ham Lane, Ringstead
(5/32/09/*g/196)
Status: Perpetuity
498200
275600
1,703
Well and borehole
Licence Holder
(Reference No.)
Nene & Ouse Water Board,
Cotton Lane, Raunds
(5/32/09/*g/182)
Status: Revoked
Purpose of Abstraction
(Permitted Maximum Rate)
Public water supply
(750 m3/day; 2,045,700 m3 p.a.)
Sand and gravel washing
(1,200 m3/day; 4,191,500 m3 p.a.)
General farming and domestic
(Abstraction rates not supplied)
Agriculture (general)
(13 m3/day; 36,370 m3 p.a.)
Table 12 Summary of Licensed Groundwater Abstractions
4.6
Waste Handling, Disposal and Treatment Sites and Waste Transfer Stations
There are no registered or historic landfill sites, waste handling or treatment sites, or waste
transfer stations within the Landmark Envirocheck search area. The Environment Agency’s
website provides details of a number of historic landfill sites, but the closest are located some 2 to
2.5km to the north and north-east of the proposed development.
Gas monitoring has been carried out on the site and the results are presented in Table 13. Very
little or no methane has been encountered in the absence of any putrescible material. The
presence of carbon dioxide and the slight depletion of oxygen concentrations are thought to
reflect anaerobic bacterial activity in the soils and weathered bedrock.
Borehole No.
MG1
MG2
MG3
MG4
Parameter
Nov.
2011
Dec.
2011
Jan.
2012
Nov.
2011
Dec.
2011
Jan.
2012
Nov.
2011
Dec.
2011
Jan.
2012
Nov.
2011
Dec.
2011
Jan.
2012
Weather
Temperature (°C)
Atmospheric Pressure (mb)
Differential Pressure (mb)
Methane (% v/v)
Carbon dioxide (% v/v)
Oxygen (% v/v)
OV
11.0
1000
0.05
0
2.5
18.7
OV
8.0
1002
-0.06
0
0.6
20.3
C
3.0
1025
0.06
0
0.4
20.3
OV
11.0
1000
0.18
0
1.3
20.5
OV
8.0
1002
0.11
0
1.8
19.8
C
3.0
1025
0.04
0
1.4
19.5
OV
11.0
1000
0.21
0.1
1.5
20.3
OV
8.0
1002
0.01
0
1.6
19.7
C
3.0
1025
0.03
0
1.9
19.1
OV
11.0
1000
0.13
0
1.4
20.6
OV
8.0
1002
-0.08
0
0.8
20.2
C
3.0
1025
0.05
0
2.4
18.3
OV – Overcast
C - Clear
Table 13 Summary of Gas Monitoring Results
18
DABGeot/11093/Final
5.
PREDICTED EFFECTS OF PROPOSED QUARRY DEVELOPMENT AND
MITIGATION MEASURES
5.1
Management of Water on the Proposed Quarry Site
The development has been designed so that a large part of the site will remain undisturbed and in
agricultural production or in a state of restoration at any one time. It is proposed to manage
surface runoff and groundwater using a system of cut-off ditches, drainage channels and
temporary sumps. The water will be pumped and/or drained to treatment areas that will comprise
settlement ponds with storm water storage capacity, some of which will be permanently
established in the southern part of the site. Additional storage will be provided in the excavations
and in the drainage channels. The treated water will be discharged into the unnamed tributary of
Hog Dyke as shown on the Working Scheme Plan (Dwg. No. R15/03). An environmental permit
(discharge consent) will be sought from the Environment Agency. The southern lagoons will
form a permanent feature of the restored site. It is also proposed to drain water from the northern
part of the site following its restoration to agricultural land. Wetland areas will be established to
create additional retention with the aim of resolving the present problem of flooding on Station
Road at the point shown on Figure 6.
5.2
Groundwater Resources
5.2.1
Estimated Groundwater Inflow Rates
The site will be developed in a progressive manner with the excavations formed along a
succession of cuts. These are shown on the Working Scheme Plan (Dwg. No. R15/03) as Phases 1
to 23 and be backfilled as the limestone is extracted. The operator will aim to minimise the area
of disturbed ground and hence the size of the excavation void at any one time.
The borehole monitoring installations (Table 10) suggest that very little groundwater will be
encountered in the quarry excavations. This will be largely confined within the Blisworth
Limestone Formation, the base of which will form the quarry floor, but there is likely to be some
leakiness owing the presence of natural joints and fissures. For the purposes of this exercise, it
has been assumed that the saturated thickness is 2.20m, just under half that of the limestone. This
is a conservative assumption and the formation may well prove to be largely dewatered.
Groundwater inflow will extend from all four excavated slopes of the initial boxcut and
subsequently from a combination of in situ bedrock and inert fill that will be placed in the
exhausted workings. The backfill will comprise a mixture of overburden and imported material,
some of which will be cohesive in nature.
Reference has been made to Science Report SC040020/SR1 (Environment Agency, 2007) to
estimate the inflow rates. The lateral extent of the drawdown will vary dependent on the length of
time that transpires as each excavation cut is formed and the rate of recovery where the workings
have been backfilled. The Working Scheme Plan (Dwg. No. R15/03), which forms part of the
planning submission, shows that the cut lengths will vary from about 295 to 530m. The initial
boxcut in the north-eastern part of the site will measure some 382m in length and 100m in width.
Thereafter, the majority of the excavation cuts are 50 to 60m wide.
19
DABGeot/11093/Final
If it is assumed that the groundwater flow in the Blisworth Limestone is confined, the inflow rate
per linear metre of excavation (Q) can be estimated using the Thiem equation for steady state
conditions:
Q = 2KD(s1 – s2)/2.30log(r2/r1),
where K is the hydraulic conductivity, D is the saturated thickness of the aquifer, s 1 and s2
represent the drawdown in two observation boreholes and r2 and r1 are the distances or radii
extending from an abstraction well.
If there is only one observation point and the water is drawn from an excavation, the equation
becomes:
Q = 2D(se)/2.30log(Ro/re)
where se is the drawdown in the excavation, re is the effective radius of the excavation and Ro is
the radius of influence equivalent to the distance at which there is no drawdown (i.e. s2 is zero).
The equivalent radius (re) can be estimated using the equation for a rectangular excavation
provided by Powrie and Preene (1992):
re = (a + b)/
There are independent methods of estimating the value of Ro. Sichardt’s equation has been used
and whilst this grossly under-estimates its value it does give a conservative inflow rate from
which adequate pumping capacity can be determined. The use of this equation is, however, not
encouraged by the Environment Agency. Fortunately, the maximum value of Ro can be estimated
at Ringstead Grange because the limestone outcrops beneath the soil and glacial cover in
relatively close proximity (1/10,000 scale geological maps in Appendix D). The exploratory
boreholes suggest that it lies even closer. Nevertheless, a range of Ro values has been used
equivalent to re plus 50, 100, 200 and 300m. (Note. These are measured from the centre of the
excavation as is re.) The drawdown (se) has been taken as 2.20m.
The hydraulic conductivity of the limestone has been taken as 10-6 m/s to reflect the lithostatic
unloading that will occur during the quarrying process and some measure of dissolution along the
natural joints. The conductivity of the backfill will vary considerably. Initially, it could be as high
as 10-3 m/s, but it will become less permeable as it is surcharged by additional volumes of
material, probably falling to 10-5 m/s about one or two cut widths back from the excavation void.
Backfilling will be progressive, but the calculations have been based on two cut widths for those
excavations extended beyond the boxcut (i.e. Phase 1). An additional allowance has also been
made for flow along the loosewall (a factor of ten times higher per linear metre). The calculation
results are presented in Table 14. Faulting is known to be present on the site and although this
might compartmentalise the groundwater, its effect has been ignored.
20
DABGeot/11093/Final
The estimated inflow rates are low showing little change beyond a distance of about 400 to 500m
from the centre of the excavations. Flow rates through the quarry floor will be insignificant. This
will comprise mudstone strata of the Rutland Formation. Experience has shown that by far the
majority of the water that will be drawn from the excavations will be surface runoff. This will
serve to dilute the solute concentrations detailed in Table 11.
Dimensions
length x width
se (m)
re (m)
Ro (m)
Notes
Estimated Inflow
Rate from Bedrock
(l/s per linear m)
Total Inflow
Rate (l/s)
153
216
266
366
466
Inflow from bedrock on four sides.
BGS mapped extent of limestone extends only 220m to
the north-east of the excavations. Exploratory drilling
suggests that the outcrop lies closer.
0.09 x 10-3
0.06 x 10-3
0.03 x 10-3
0.03 x 10-3
0.09
0.06
0.03
0.03
0.07 x 10-3
0.05 x 10-3
0.03 x 10-3
0.03 x 10-3
0.04 + 0.25 = 0.29
0.03 + 0.18 = 0.21
0.02 + 0.11 = 0.13
0.02 + 0.11 = 0.13
0.09 x 10-3
0.06 x 10-3
0.03 x 10-3
0.03 x 10-3
0.05 + 0.32 = 0.37
0.03 + 0.21 = 0.24
0.02 + 0.11 = 0.13
0.02 + 0.11 = 0.13
0.16 x 10-3
0.08 x 10-3
0.05 x 10-3
0.03 x 10-3
0.10 + 1.03 = 1.13
0.05 + 0.51 = 0.56
0.03 + 0.32 = 0.35
0.02 + 0.19 = 0.21
(m)
BOXCUT (PHASE 1)
382 x 100
2.2
INTERMEDIATE EXCAVATION (PHASE 5)
358 x (50 x 2)
2.2
146
220
270
370
470
Inflow from bedrock on three sides, backfill on one side.
north-east of the excavations. Exploratory drilling
354 x (48 x 2)
2.2
143
198
248
348
448
Inflow from bedrock on three sides, backfill on one side.
north-east of the excavations. Exploratory drilling
528 x (58 x 2)
2.2
205
247
297
397
497
Inflow from bedrock on two sides, backfill on two sides.
the south-east of the outer limit of excavations.
Exploratory drilling suggests that the outcrop lies closer.
Table 14 Estimated Groundwater Inflow Rates
5.2.2
Effect of Drawdown
The calculation results shown in Table 14 are based on a saturated thickness of 2.20m in the
Blisworth Limestone. This is a conservative assumption and it is thought that very little
groundwater will be encountered. Any drawdown will be very restricted in lateral extent and will
be further confined by the outcrop of the limestone. Table 12 provides details of two licensed
groundwater abstractions that are presently active. Both lie at some considerable distance from
the centre of the site where they are unlikely to be derogated by any drawdown in the Blisworth
Limestone Formation or the overlying strata. There are no private or unlicensed abstractions
within 1km of the site boundary (Appendix B).
21
DABGeot/11093/Final
The groundwater monitoring installations point to the complete absence of high piezometric
pressures in the bedrock and it can be concluded that the topsoil and subsoil are subsoil are most
likely under-drained in the Ringstead Grange area. Consequently, it is not thought that any
drawdown in the Blisworth Limestone Formation will have an adverse effect on surface
vegetation and agricultural yields. There will be no adverse effect on the abandoned sand and
gravel workings that lie some distance to the north-west and south-west of the site. These have
been identified as important areas of ecological interest (i.e. SSSI and Ramsar status).
5.2.3
Shrinkage of Bedrock Strata
Concern has been expressed that the dewatering operations at the quarry will lead to shrinkage of
the mudstones that underlie Ringstead village and other buildings in the area. Shrinkage could
damage the foundations and give rise to cracking and structural damage (BRE, 1990a, 1990b,
1993 and 1997; Bonshor and Bonshor, 1997). Some of the mudstones in the Jurassic strata do
contain clays of montmorillonitic or mixed layer type and as such will swell and shrink with
changes in moisture content. These changes can be brought about by the growth or removal of
trees.
The mining and ground stability report in Appendix F indicates that the potential for swelling
and shrinkage around Ringstead village is low regardless of the very limited extent of any
drawdown around the proposed quarry excavations. Any dewatering will only affect the
Blisworth Limestone Formation and the overlying strata. For this reason, the nearest building
structures at Ringstead Grange Farm will not be placed at risk. Top Lodge is unoccupied and
derelict.
5.2.4
Settlement of Backfill
The backfill materials will be tipped, spread and trafficked by the earthmoving plant deployed at
the quarry, but it is not planned to undertake systematic compaction. Self-weight compaction and
consolidation will occur as the height of the fill is raised. There will be some creep settlement
which can be expressed as follows:
Ds = αHlog10(t2/t1)
Sowers et al. (1965)
where Ds is the vertical strain or settlement, α is the creep compression parameter and t1 and t2 are
measured times after placement.
The creep compression parameter will probably equate to approximately 0.5% at the Ringstead
Grange site, within the range 0.2% for fully compacted rockfill to 1% for loose tipped mudstone.
This will equate to a maximum of 0.06m in the period 1 to 10 years after placement where the fill
reaches a maximum of 12m in thickness. The majority of the settlement will occur during and
shortly after placement (i.e. during the operational period of the quarry). A further 0.06m may
then occur within the period 10 to 100 years. The loose tipped material in the former ironstone
workings to the north of the site shows very little evidence of settlement.
22
DABGeot/11093/Final
Collapse settlement will also occur in the fill due to the infiltration of surface water and the
recovery of groundwater. The scale of this settlement will depend on the degree of compaction
achieved during the placement of the fill, but is expected to be of the order of a few millimetres.
The restoration drainage system will be designed to cater for the likely settlement that will occur
in the fill. Particular attention will be paid to those areas where the differential settlement is likely
to be greatest (e.g. buried excavation slopes). Provision will also be made to cater for the possible
increased levels of rainfall that might occur as a consequence of climate change.
5.2.5
Groundwater Quality
There are no known waste handling or treatment sites, or waste transfer stations within at least
1km of the centre of the proposed extension site. These might otherwise represent potential
sources of groundwater contamination. The analysis results presented in Table 11 give some
impression as to the quality of the groundwater on the site. Owing to the nature of the monitoring
installations, however, the sampled water may be partly or wholly derived from strata underlying
the Blisworth Limestone Formation.
The exhausted workings will be partly backfilled using overburden and discard materials from
the crushing and screening process. This material will comprise a mixture of clay, mudstone and
some limestone and as such will be pH neutral. It is not expected to have an adverse impact on
groundwater quality. The proposed importation of inert material to complete the backfilling
process will be subject to legislative control. This will also ensure that there is no adverse impact.
5.3
Surface Water Resources
5.3.1
Flood Risk
A Flood Risk Assessment has been carried out in accordance with the National Planning Policy
Framework (Department for Communities and Local Government, 2012a) and a copy is provided
in Appendix G. The assessment has been set out in accordance with the proforma provided by
the Department for Communities and Local Government (2009). The main conclusions of the
assessment are summarized below.
(i)
The site lies in Flood Zone 1 and there will be negligible risk of flooding from streams or
rivers during the extraction, restoration and post-restoration phases.
(ii)
There will be only a very low risk of flooding of the excavations by groundwater.
(iii)
Surface runoff from the site will largely accumulate in the excavations. There is a risk
that during extreme weather conditions the rate of surface runoff will exceed the capacity
of the drainage channels and any pumps that may be deployed. The excavations may
then be partly inundated. This risk is fully accepted by the developer and will not have
any impact outside the quarry.
23
DABGeot/11093/Final
5.3.2
(iv)
Discharges of treated water from the quarry will be controlled at or below greenfield
rates and consequently there will be no increased risk of downstream flooding.
(v)
The land use and drainage of the restored site (Dwg. No. R15/04) are such that the longterm runoff characteristics can be maintained at not greater than greenfield rates.
Additional attenuation will be provided by the creation of wetland areas in the north,
western and southern parts of the site.
(vi)
There are no proposals for flood defences or mitigation measures that might increase
flood risk elsewhere.
Attenuation Storage Volumes
The proposed quarry workings have been designed so as to minimize the area of disturbance at
each stage of its development. The exhausted workings will be backfilled and restored to reestablish the present landform and greenfield runoff rates. The drainage water from the restored
area will be directed into the excavations, but as it is extended, the flow paths will be extended to
supply wetland areas along the northern perimeter and in the western part of the site. Some of the
water will be discharged at point D1 to alleviate the localized flooding problem shown on Figure
6 (see Section 5.3.3). The discharges will represent normal agricultural drainage only and not
trade effluent. Surface runoff and groundwater that flows or is pumped from the working areas
will be directed through water treatment areas and will be discharged, subject to the consent of
the Environment Agency, into the unnamed tributary of Hog Dyke along the south-eastern
perimeter of the site.
The volume of storage required to attenuate the discharge of water from the disturbed areas of the
site has been determined using a lumped input-storage-output model as described in the CIRIA
SUDS Manual (CIRIA, 2007). The site lies in two catchment areas (Figure 5) and the highest
rainfall intensities derived using the Flood Estimation Handbook CD-ROM were used in the
calculations. Storm durations of up to 380 hours were considered with return periods of 1, 10, 20,
30, 50, 100 and 200 years.
The area of disturbance was determined for each stage of the development shown on the
Indicative Phasing Plans (Dwg. No. R15/05), together with an estimate of that created during the
formation of the boxcut (Phase 1). A factor of 0.85 has been applied to all areas of bare earth,
including newly constructed soil storage mounds, to calculate the equivalent impermeable area.
This may well prove to be a conservative estimate as the infiltration could well be much greater,
especially where unsaturated bedrock strata are exposed. The restored boxcut area was assumed
to have the same runoff characteristics as the existing arable land and a factor of 0.35 was applied
based on the catchment characteristics given in Table 3. Details of the calculations are provided
in Table 15.
24
DABGeot/11093/Final
The minimum area of disturbance at any stage during the quarry development will be 13.5
hectares. The water from this area will be drained and treated and then discharged to the south of
the quarry at a greenfield rate of 2.4 x 13.5 = 32 l/s (i.e. QBAR x area rounded down from 32.4
l/s). This will be the discharge flow rate into the unnamed tributary of Hog Dyke for which
consent will be sought from the Environment Agency. It will apply for the entire duration of the
quarry development and for all storm events.
Development
Stage
Boxcut (Phase 1)
Around Phase 5
Total Area
(ha)
Disturbed Areas
Access road, site service area, excavation and soil strip area; soil
storage areas, topsoil storage mounds T1, T2 and T3, subsoil
mounds S1 and S2 (all prior to development of grass cover); access
tracks to soil strip areas.
Access road, site service area, excavation and soil strip area; soil
storage mound S3 (prior to grass cover) and restored boxcut area
(4.7 ha).
13.5
15.6
Around Phase 11
Access road, site service area, excavation and soil strip area.
13.5
Around Phase 16
Access road, site service area, excavation and soil strip area.
15.0
Table 15 Estimated Areas of Disturbance and Equivalent Impermeable Areas
A conservative estimate of the groundwater inflow is provided in Table 14. The volume of
groundwater was determined for the lumped input-storage-output model using the inflow rate for
Ro = re + 50m (i.e. the highest value) for each of the development stages considered. The rainfall
values were also increased by a factor of 10% to account for the likely effects of climate change
and in accordance with the recommendations made in Table 5 of the Technical Guidance to the
National Planning Policy Framework (Department for Communities and Local Government,
2012b). This assumes that the development will commence in 2012 or 2013. It is expected that
greenfield runoff rate will also increase, but a corrected value has not been used in the
calculations. The spreadsheet calculations are presented in Appendix H and a summary is given
in Table 16.
Development Stage
Boxcut (Phase 1)
Around Phase 5
Around Phase 11
Around Phase 16
Attenuation Storage Required (m3)
(based on QBAR for all events)
1 in 1 year
1 in 30 year
1 in 100 year
1,180
1,513
1,186
1,438
8,234
9,887
8,246
9,474
11,680
13,943
11,704
13,374
Table 16 Summary of Estimated Attenuation Storage Volumes
(Based on a discharge flow of QBAR for all events)
25
DABGeot/11093/Final
By far the majority of the required storage will be provided in the quarry excavations, but
capacity will also be created in the areas that have been stripped of soils as these will be bounded
by shallow excavation slopes. There will be significant retention in the water treatment lagoons
and drainage channels. Partial flooding of the mineral workings during times of inclement
weather is relatively commonplace and the risk is fully accepted by the developer.
5.3.3
Flooding of Station Road
It has been reported that Station Road occasionally floods at a point adjacent to the cemetery as
shown on Figure 6. It would appear that the drainage channel that extends along the southwestern perimeter of the cemetery presently discharges directly onto the road because of
blockages in the roadside ditch. An attempt has been made to attenuate the discharge flow by
constructing two storage lagoons at the location shown on Figure 6 (Photograph P6), one of
which is unlined and does not appear to retain water. It is proposed to divert the majority of the
surface flow from the application site by creating a wetland area in its northern part and diverting
the water along a more westerly route. This will then flow through the 150mm diameter drain that
extends beneath Station Road and into the lake that lies beyond. The drain will require further
inspection and remedial work.
5.3.4
Surface Water Abstractions
There are no licensed or unlicensed surface water abstractions within at least 1km of the site. The
proposed excavations also lie some distance from the River Nene, Hog Dyke and the flooded
mineral workings that now form protected areas. There will be changes in the pattern of surface
flow during the development, but the supply of water will be compensated by discharges into the
unnamed tributary of Hog Dyke along the south-eastern perimeter of the site.
5.3.5
The discharge of treated water from the site will require the consent of the Environment Agency
in the form of an environmental permit. The Agency will not only determine the discharge flow
rate to ensure that there will be no increased risk of downstream flooding, but also the quality of
the water. This will ensure that there will be no adverse effect on the nature conservation sites
into which Hog Dyke and its tributaries flow.
It is anticipated that the principal contaminant in the untreated water will be suspended solids and
that this can be suitably remediated by simple settlement. The majority will be retained in
temporary sumps formed within the excavations. The water treatment facilities will be regularly
inspected in accordance with the Quarries Regulations (1999). This will ensure that immediate
action is taken to maintain their stability, security and efficient operation. If it is required to use
flocculants, their use and dosage rate will be first agreed with the Agency. The operator will have
in place emergency measures to deal with any spillages (e.g. the deployment of absorbent mats
and booms). Fuel oil storage areas will be adequately bunded in accordance with Control of
Pollution (Oil Storage) (England) Regulations 2001 to protect both surface and groundwater.
26
DABGeot/11093/Final
6.
SUMMARY
6.1
Mick George Ltd. proposes to develop a limestone quarry on land at Ringstead Grange Farm. The
exhausted workings will be backfilled with overburden, quarry discard and imported inert fill
materials, subject to the approval of the Environment Agency. The excavations will extend in
depth to a maximum of about 12m below ground level.
6.2
The proposed development will not have an adverse effect on surface water resources. There are
no licensed or unlicensed surface water abstractions within at least 1km of the site. Consent will
be sought from the Environment Agency to discharge treated water from the quarry during its
operation. It will determine the quality of the water and this will ensure that there is no adverse
impact on the receiving watercourses. It can therefore be concluded that there will be no adverse
effect on the areas of nature conservation in the Nene valley. The flows will be maintained at or
below greenfield rates and consequently there will be no increased risk of downstream flooding.
Storm flows will be attenuated by providing adequate storage during the operation of the site,
principally within the excavations. Partial flooding of the excavations during periods of
prolonged inclement weather is relatively commonplace in the quarrying industry and is fully
accepted by the operator.
6.3
The existing landform will be largely replicated as part of the proposed restoration scheme with
the majority taking the form of agricultural land. Wetland areas will be created to attenuate
surface flow. The northern part of the site will be drained towards the north, as is presently the
case, using the existing or a newly created agricultural drainage system. Greenfield runoff rates
will be restored throughout the site.
6.4
There will be no adverse impact on groundwater resources. There are no licensed or unlicensed
groundwater abstractions within at least 1km of the site. It is expected that very little groundwater
will be encountered in the excavations and consequently any drawdown will be very limited in
extent. The effect of any drawdown will be limited in area underlain by the Blisworth Limestone
Formation. By far the majority of the water that will be drawn from the quarry workings will be
surface runoff. The development will not increase the potential for swelling and shrinkage of the
clays and mudstones underlying Ringstead village or any other buildings around the site. The
farmstead at Top Lodge is unoccupied and derelict.
6.5
There are no known waste handling or treatment sites, or waste transfer stations within at least
1km of the proposed quarry extension that might otherwise represent potential sources of
groundwater contamination. The mineral excavations will be backfilled with material that will not
have an adverse impact on groundwater quality. The restoration drainage scheme will be
designed to cater for the settlement that will occur in the fill and the likely effects of climate
change.
27
DABGeot/11093/Final
7.
REFERENCES
Allen, D. J., Brewerton, L. J., Coleby, L. M., Gibbs, B. R., Lewis, M. A., MacDonald, A. M.,
Wagstaff, S. J. and Williams, A. T. (1997), ‘The Physical Properties of Major Aquifers in
England and Wales’. British Geological Survey Technical Report WD/97/34. Environment
Agency R & D Publication 8. Keyworth, Nottingham. 312p.
Barron, A. J. M., Morigi, A. N. and Reeves, H. J. (2006), ‘Geology of the Wellingborough
District’. British Geological Survey, Keyworth, Nottingham. 34p.
Boorman, D. B., Hollis, J. M. and Lilly, A. (1995), ‘Hydrology of Soil Types: a Hydrology of
Soil Types: a Hydrologically Based Classification of the Soils of the United Kingdom’. IoH
Report No. 126. Institute of Hydrology, Wallingford.
Bonshor, R. B. and Bonshor, L. L. (1997), ‘Cracking in Buildings’. Building Research
Establishment. Construction Research Communications Ltd. 102p. Watford.
Building Research Establishment (1990a), ‘Digest 240: Low Rise Buildings on Shrinkable
Clay Soils’. Part 2. 4p. Watford.
Building Research Establishment (1990b), ‘Digest 361: Cracking in Buildings’. 4p. Watford.
Building Research Establishment (1993), ‘Digest 240: Low Rise Buildings on Shrinkable Clay
Soils’. Part 1. 4p. Watford.
Building Research Establishment (1997), ‘Digest 412: Desiccation in Clay Soils’. Part 1. 10p.
Watford.
CIRIA (2007), ‘The SUDS Manual’. Report C697. CIRIA, London.
Department for Communities and Local Government (2009), ‘Planning Policy Statement 25:
Development and Flood Risk Practice Guide’. December. 181p. London.
Department for Communities and Local Government (2012a), ‘National Planning Policy
Framework’. March. 59p. London.
Department for Communities and Local Government (2012b), ‘Technical Guidance to the
National Planning Policy Framework’. March. 23p. London.
Department of the Environment, Fisheries and Rural Affairs (2003), Supplementary Note on
Climate Change - Considerations for Flood and Coastal Management. Flood Management
Division/Environment Agency. April 2003.
28
DABGeot/11093/Final
Environment Agency (2004), ‘National Standing Advice to Local Planning Authorities for
Planning Applications’. Development and Flood Risk, England. User Guidance Note, June 2004.
Environment Agency (2009), ‘River Nene Catchment Flood Management Plan’. December
2009.
Faber Maunsell/AECOM (2006), ‘East Northamptonshire Council Strategic Flood Risk
Assessment - Stage 2’. Report to East Northamptonshire Council. 104p plus Figures and
Appendices.
Health and Safety Executive (1999), ‘Quarries Regulations and Approved Code of Practice’.
HMSO, London.
Lancaster, J. W., Preene, M. and Marshall, C. T. (2004), ‘Development and Flood Risk –
Guidance for the Construction Industry’. CIRIA Report C624. London.
Natural Environment Research Council (1975), ‘Flood Studies Report’. London.
Natural Environment Research Council (1994), ‘Flood Estimation for Small Catchments’.
Institute of Hydrology Report No. 124. Institute of Hydrology, Wallingford.
Natural Environment Research Council (1999), ‘Flood Estimation Handbook, with WIN-FAP
FEH Software and FEH CD-ROM for Catchment Descriptors’. Centre for Ecology and
Hydrology, Wallingford.
Powrie, W. and Preene, M. (1992), ‘Equivalent Well Analysis of Construction Dewatering
Systems’. Geotechnique, 42, No. 4, pp 635-639
URS Scott Wilson (2011), ‘East Northamptonshire Council. Level 1. Strategic Flood Risk
Assessment. Review and Update’. Report to East Northamptonshire Council August. 44p plus
Appendices.
29
DABGeot/11093/Final
FIGURES
DABGeot/11093/Final
1km
1km
Reproduced with the Permission of Controller of H. M. Stationery Office © Crown Copyright. All rights reserved.
Licence No. WL1005542 DAB Geotechnics.
Figure 1 Site Location (based on 1/50,000 scale OS map)
DAB Geotechnics
Proposed Ringstead Grange Quarry
Date: December 2011
DABGeot/11093/Final
New Zealand Farm
DAB Geotechnics
62
Figure 2 Aerial
Photograph
Date: December 2011
DABGeot/11093/Final
Figure 3 BGS GeoRecords Borehole Location Plan
DAB Geotechnics
Date: December 2011
DABGeot/11093/Final
ARC 4
MG4
ARC 8
MG1
ARC 3
ARC 5
ARC 1
ARC 2
MG5
MG9
MG8
MG3
MG6
ARC 6
MG7
MG5
Mick George Ltd.
Boreholes
MG1
ARC 7
groundwater monitoring installation
ARC 8
ARC Borehole
MG2
Reproduced with the Permission of Controller of H. M. Stationery Office © Crown Copyright. All rights reserved. Licence No. WL1005542 DAB Geotechnics.
Figure 4 Exploratory Borehole Plan
DAB Geotechnics
Date: December 2011
DABGeot/11093/Final
Catchment Area 1
Site Boundary
Catchment Area 2
Figure 5 Catchment Boundaries (as determined using FEH CD-ROM (NERC, 1999))
DAB Geotechnics
Date: December 2011
DABGeot/11093/Final
PHOTOGRAPHS
DABGeot/11093/Final
Photograph P1. Northern perimeter of tree filled gully along the south-eastern boundary of the site. An unnamed
tributary of Hog Dyke flows along the gully which adjoins the A45 public road (08/12/11).
Photograph P2. Details of ditch that extends beneath the wooden fence and into the tree filled gully shown in
Photograph P1 (08/12/11).
DAB Geotechnics
Date: December 2011
DABGeot/11093/Final
Photograph P3. Detail of ditch extending south-south-east towards the A45 public
road and the location of Photograph P2 (08/12/11).
DAB Geotechnics
Photograph P4. Detail of ditch extending north-north-west from the location of
Photograph P3 (08/12/11).
Date: December 2011
DABGeot/11093/Final
Photograph P5. Detail of ditch extending south-south-east from the northern boundary of the site (08/12/11).
Photograph P6. Detail of lined attenuation pond to the north of the site. The second unlined pond lies beyond (08/12/11).
DAB Geotechnics
Date: December 2011
DABGeot/11093/Final
APPENDIX A
Landmark Envirocheck Report
DABGeot/11093/Final
Envirocheck ® Report:
Datasheet
Order Details:
Order Number:
37137693_1_1
Customer Reference:
11093
National Grid Reference:
498050, 273900
Slice:
A
Site Area (Ha):
0.01
Search Buffer (m):
1000
Site Details:
Site at 498050, 273900
Client Details:
Dr D Blythe
DAB Geotechnics
3, Tweed Avenue
Ellington
MORPETH
Northumberland
NE61 5ES
Order Number: 37137693_1_1
Date: 04-Jan-2012
rpr_ec_datasheet v47.0
A Landmark Information Group Service
Contents
Report Section
Page Number
Summary
-
Agency & Hydrological
1
Waste
6
Hazardous Substances
-
Geological
7
Industrial Land Use
-
Sensitive Land Use
9
Data Currency
10
Data Suppliers
16
Useful Contacts
17
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 2012. 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
Date: 04-Jan-2012
Summary
Page
Number
Data Type
On Site
0 to 250m
501 to 1000m
251 to 500m (*up to 2000m)
Contaminated Land Register Entries and Notices
pg 1
3
Nearest Surface Water Feature
pg 1
Yes
Pollution Incidents to Controlled Waters
pg 1
1
pg 1
2
pg 2
(*12)
Discharge Consents
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls
Local Authority Pollution Prevention and Control Enforcements
Prosecutions Relating to Authorised Processes
Prosecutions Relating to Controlled Waters
Registered Radioactive Substances
River Quality
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register
Water Abstractions
Water Industry Act Referrals
Groundwater Vulnerability
pg 4
Yes
n/a
n/a
n/a
Bedrock Aquifer Designations
pg 5
Yes
n/a
n/a
n/a
n/a
n/a
n/a
Extreme Flooding from Rivers or Sea without Defences
n/a
n/a
Flooding from Rivers or Sea without Defences
n/a
n/a
Areas Benefiting from Flood Defences
n/a
n/a
Flood Water Storage Areas
n/a
n/a
Flood Defences
n/a
n/a
Superficial Aquifer Designations
Source Protection Zones
Waste
BGS Recorded Landfill Sites
Historical Landfill Sites
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations)
Local Authority Recorded Landfill Sites
Registered Landfill Sites
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites
Date: 04-Jan-2012
Summary
Page
Number
Data Type
On Site
0 to 250m
251 to 500m
501 to 1000m
(*up to 2000m)
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 7
BGS 1:625,000 Solid Geology
pg 7
1
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
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Yes
n/a
n/a
Yes
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain
pg 7
Potential for Collapsible Ground Stability Hazards
Yes
Potential for Compressible Ground Stability Hazards
Potential for Ground Dissolution Stability Hazards
pg 7
Potential for Landslide Ground Stability Hazards
pg 7
Potential for Running Sand Ground Stability Hazards
pg 7
Potential for Shrinking or Swelling Clay Ground Stability Hazards
pg 7
Yes
Yes
n/a
n/a
Radon Potential - Radon Affected Areas
pg 8
Yes
n/a
n/a
n/a
Radon Potential - Radon Protection Measures
pg 8
Yes
n/a
n/a
n/a
Yes
Yes
Industrial Land Use
Contemporary Trade Directory Entries
Fuel Station Entries
Date: 04-Jan-2012
Summary
Page
Number
Data Type
On Site
0 to 250m
251 to 500m
501 to 1000m
(*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
pg 9
Local Nature Reserves
1
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
pg 9
Ramsar Sites
pg 9
1
Sites of Special Scientific Interest
pg 9
1
pg 9
1
1
Special Areas of Conservation
Special Protection Areas
Date: 04-Jan-2012
Quadrant
Reference
(Compass
Direction)
Estimated
Distance
From Site
Contact
NGR
A9NW
(SE)
655
1
498600
273550
A17SE
(NW)
882
1
497400
274500
A14NE
(E)
955
1
499000
274000
A8NE
(SE)
512
-
498386
273518
Not Given
Kettering District
Environment Agency, Anglian Region
Unknown
Raunds Hog Dyke
13th August 1992
1442
Not Given
Freshwater Stream/River
Unknown
Category 2 - Significant Incident
Located by supplier to within 100m
A7NE
(SW)
766
1
497400
273500
Hog Dyke
River Quality C
Headwaters...Sp 974 730
5
A9NW
(SE)
599
1
498441
273450
Map
ID
Details
Discharge Consents
1
Operator:
Property Type:
Location:
Authority:
Catchment Area:
Reference:
Permit Version:
Effective Date:
Issued Date:
Revocation Date:
Discharge Type:
Discharge
Environment:
Receiving Water:
Status:
Positional Accuracy:
Kier Warth Ltd
Sewage Disposal Works - Other
Warth Park London Rd, Raunds, Northampton
Mid River Nene (Oundle)
Prnnf12044
1
27th March 1997
27th March 1997
Not Supplied
Sewage Discharges - Final/Treated Effluent - Not Water Company
Roadside Ditch Tributary Hog D
Post National Rivers Authority Legislation where issue date > 31/08/1989
Discharge Consents
2
Operator:
Property Type:
Location:
Authority:
Catchment Area:
Reference:
Permit Version:
Effective Date:
Issued Date:
Revocation Date:
Discharge Type:
Discharge
Environment:
Receiving Water:
Status:
Mr H Foster
Cotton Farm, Ringstead, Kettering
Not Supplied
Pr5nf2184
1
2nd January 1900
2nd January 1900
10th June 1991
Unknown
Not Supplied
Not Supplied
Pre National Rivers Authority Legislation where issue date < 01/09/1989
Discharge Consents
3
Operator:
Property Type:
Location:
Authority:
Catchment Area:
Reference:
Permit Version:
Effective Date:
Issued Date:
Revocation Date:
Discharge Type:
Discharge
Environment:
Receiving Water:
Status:
Evans & Son
Wooton Green Farm, Wooton, Beds, Mk43 9ef
Not Supplied
Pr1nfg0458
1
1st June 1963
1st June 1963
15th November 1991
Discharge Of Other Matter-Surface Water
Wooton Brook
Pre National Rivers Authority Legislation where issue date < 01/09/1989
Approximate location provided by supplier
4
Property Type:
Location:
Authority:
Pollutant:
Note:
Incident Date:
Incident Reference:
Catchment Area:
Receiving Water:
Cause of Incident:
Incident Severity:
River Quality
Name:
GQA Grade:
Reach:
Estimated Distance
(km):
Flow Rate:
Flow Type:
Year:
Flow less than 0.31 cumecs
River
2000
Date: 04-Jan-2012
Page 1 of 17
Quadrant
Reference
(Compass
Direction)
Estimated
Distance
From Site
Contact
NGR
A7NW
(SW)
936
1
497234
273448
Nene & Ouse Water Board
5/32/09/*g/182
Not Supplied
Well, Cotton Lane, RAUNDS
Public Water Supply
Not Supplied
Well And Borehole
750
2045700
Fluvial Sand and Gravel; Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A3NW
(S)
1133
1
497800
272800
Messrs D & E Tomaschuk
5/32/09/*s/018
Not Supplied
Hog Dyke At, RAUNDS
Spray Irrigation
Not Supplied
Stream
5
120000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A3NW
(S)
1154
1
497750
272790
A R C Eastern
5/32/09/*g/193
Not Supplied
Gravel Pit, RINGSTEAD
Sand And Gravel Washing
Not Supplied
Groundwater Fed Reservoir
1200
4191500
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A16SE
(NW)
1208
1
497000
274500
F R W Farrington
5/32/09/*s/100
Not Supplied
Stream At Groug Farm, RAUNDS
Spray Irrigation
Not Supplied
Stream
5
681900
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A3NW
(S)
1214
1
497900
272700
Map
ID
Details
River Quality
Name:
GQA Grade:
Reach:
Estimated Distance
(km):
Flow Rate:
Flow Type:
Year:
Hog Dyke
River Quality D
Sp 974 730...Nene
1
Flow less than 0.31 cumecs
River
2000
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Date: 04-Jan-2012
Page 2 of 17
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
5/32/09/*s/018
Not Supplied
Hog Dyke At, RAUNDS
Spray Irrigation
Not Supplied
Stream
5
120000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A3SW
(S)
1430
1
497930
272480
F, J & D Willoughby Williams
5/32/09/*s/205
Not Supplied
River Nene, GREAT ADDINGTON
Spray Irrigation
Not Supplied
Stream
50
2000000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A22SW
(NW)
1528
1
497100
275100
A2SE
(SW)
1548
1
497400
272500
A16NE
(NW)
1568
1
496700
274700
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Nene & Ouse Water Board
5/32/09/*g/182
Not Supplied
Two Wells, Meadow Lane, RAUNDS
Public Water Supply
Not Supplied
Well And Borehole
750
2045700
Not Supplied
Not Supplied
Not Supplied
Not Supplied
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
F, J & D Willoughby Williams
5/32/09/*s/205
Not Supplied
River Nene, GREAT ADDINGTON
Spray Irrigation
Not Supplied
Stream
50
2000000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
Date: 04-Jan-2012
Page 3 of 17
Quadrant
Reference
(Compass
Direction)
Estimated
Distance
From Site
Contact
NGR
A4SW
(S)
1626
1
498490
272340
Tithe Farm Ringstead
5/32/09/*G/0222
1
Borehole - Ringstead
General Farming And Domestic
Water may be abstracted from a single point
Groundwater
Not Supplied
Not Supplied
Not Supplied
01 January
31 December
15th October 1999
Not Supplied
(N)
1699
1
498140
275600
M.W. Holben
5/32/09/*g/196
Not Supplied
Ham Lane , RINGSTEAD
Agriculture (General)
Not Supplied
Well And Borehole
13
36370
Great Oolite; Status: Perpetuity
Not Supplied
Not Supplied
Not Supplied
Not Supplied
(N)
1703
1
498200
275600
5/32/09/*s/018
Not Supplied
Hog Dyke At, RAUNDS
Spray Irrigation
Not Supplied
Stream
5
120000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
A4SE
(SE)
1822
1
499000
272350
A13NE
(N)
0
1
498050
273904
Map
ID
Details
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
5/32/09/*s/018
Not Supplied
Hog Dyke At, RAUNDS
Spray Irrigation
Not Supplied
Stream
5
120000
Status: Revoked
Not Supplied
Not Supplied
Not Supplied
Not Supplied
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Water Abstractions
Operator:
Licence Number:
Permit Version:
Location:
Authority:
Abstraction:
Abstraction Type:
Source:
Daily Rate (m3):
Yearly Rate (m3):
Details:
Authorised Start:
Authorised End:
Permit Start Date:
Permit End Date:
Soil Classification:
Map Sheet:
Scale:
Soils of High Leaching Potential (H3)- Coarse textured or moderately shallow
soils which readily transmit non-absorbed pollutants and liquid discharges but
which have some ability to attenuate absorbed pollutants because of their
large clay or organic matter contents
Sheet 31 Bedfordshire
1:100,000
Drift Deposits
None
Date: 04-Jan-2012
Page 4 of 17
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
0
2
498050
273904
Aquifer Desination:
Unproductive Strata
A13NE
(N)
No Data Available
None
None
None
None
Flood Defences
None
Date: 04-Jan-2012
Page 5 of 17
Waste
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
0
5
498050
273904
0
6
498050
273904
Local Authority Landfill Coverage
Name:
Northamptonshire County Council
- Has supplied landfill data
Name:
East Northamptonshire District Council
- Landfill data has been supplied by another authority
Date: 04-Jan-2012
Page 6 of 17
Geological
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
A9NE
(E)
956
2
498938
273551
A13NE
(N)
0
2
498050
273904
A13NE
(N)
0
2
498050
273904
A13NE
(N)
0
2
498050
273904
A13NW
(N)
29
2
498043
273932
A13SW
(SW)
118
2
497969
273819
A13SE
(E)
180
2
498229
273891
A13NE
(N)
0
2
498050
273904
A13NE
(N)
0
2
498050
273904
A13SE
(SE)
4
2
498052
273902
A13SE
(E)
164
2
498203
273847
A13NE
(N)
0
2
498050
273904
A13SE
(SE)
4
2
498052
273902
A13SW
(SW)
118
2
497969
273819
A13SE
(E)
164
2
498203
273847
A13NE
(NE)
217
2
498176
274081
5
Site Name:
Location:
Source:
Reference:
Type:
Status:
Operator:
Operator Location:
Periodic Type:
Geology:
Commodity:
Scaley Farm Pit
Scalley Farm, Raunds, Northamptonshire
British Geological Survey, National Geoscience Information Service
120803
Opencast
Ceased
Unknown Operator
Not Supplied
Jurassic
Cornbrash Formation
Limestone
Description:
Great Oolite
In an area which may not be affected by coal mining
No Hazard
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
No Hazard
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
Low
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
No Hazard
Hazard Potential:
Source:
Low
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
Moderate
Hazard Potential:
Source:
No Hazard
Hazard Potential:
Source:
No Hazard
Hazard Potential:
Source:
Low
Hazard Potential:
Source:
Moderate
Date: 04-Jan-2012
Page 7 of 17
Geological
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
A13NE
(N)
0
2
498050
273904
A13NE
(N)
0
2
498050
273904
Affected Area:
Source:
The property is in a radon affected area, as between 5 and 10% of homes are
above the action level
Protection Measure: Basic radon protective measures are necessary in the construction of new
dwellings or extensions
Source:
Date: 04-Jan-2012
Page 8 of 17
Sensitive Land Use
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
A18NW
(N)
970
3
497820
274846
A13NE
(N)
0
4
498050
273904
A7SE
(SW)
906
3
497539
273157
A7SE
(SW)
906
3
497539
273157
A7SE
(SW)
906
3
497539
273157
6
Name:
Multiple Area:
Area (m2):
Source:
Designation Date:
Kinewell Lake
N
353622.71
Natural England
3rd January 1994
7
Name:
Description:
Source:
Not Supplied
NVZ Area
Department for Environment, Food and Rural Affairs (DEFRA - formerly
FRCA)
Ramsar Sites
8
Name:
Multiple Areas:
Total Area (m2):
Source:
Reference:
Designation Date:
Upper Nene Valley Gravel Pits
Y
13576772.28
Natural England
UK11083
Not Supplied
9
Name:
Multiple Areas:
Total Area (m2):
Source:
Reference:
Designation Details:
Designation Date:
Date Type:
Designation Details:
Designation Date:
Date Type:
Y
13824194.54
Natural England
2000494
EC Special Protection Area
24th November 2005
Notified
Ramsar Site
24th November 2005
Notified
10
Name:
Multiple Areas:
Total Area (m2):
Source:
Reference:
Designation Date:
Y
13576772.28
Natural England
UK9020296
Not Supplied
Date: 04-Jan-2012
Page 9 of 17
Data Currency
Version
Update Cycle
April 2011
December 2011
June 2011
November 2011
September 2011
Annual Rolling Update
October 2011
Quarterly
November 2011
Quarterly
Integrated Pollution Controls
Environment Agency - Anglian Region
October 2008
Not Applicable
Integrated Pollution Prevention And Control
Contaminated Land Register Entries and Notices
Bedford Borough Council - Environmental Health Department
Huntingdonshire District Council - Environmental Health Services
Wellingborough Borough Council - Environmental Health Department
East Northamptonshire District Council - Environmental Health Department
Kettering Borough Council - Environmental Health Department
Discharge Consents
Enforcement and Prohibition Notices
October 2011
Quarterly
Local Authority Integrated Pollution Prevention And Control
February 2011
June 2011
June 2011
November 2011
September 2011
Local Authority Pollution Prevention and Controls
February 2011
June 2011
June 2011
November 2011
September 2011
Local Authority Pollution Prevention and Control Enforcements
February 2011
June 2011
June 2011
November 2011
September 2011
Ordnance Survey
September 2011
Quarterly
September 1999
Not Applicable
Prosecutions Relating to Authorised Processes
November 2011
Monthly
Prosecutions Relating to Controlled Waters
November 2011
Monthly
October 2011
Quarterly
Registered Radioactive Substances
River Quality
Environment Agency - Head Office
November 2001
Not Applicable
River Quality Biology Sampling Points
January 2011
Annually
River Quality Chemistry Sampling Points
January 2011
Annually
Substantiated Pollution Incident Register
Environment Agency - Anglian Region - Central Area
Environment Agency - Anglian Region - Northern Area
October 2011
October 2011
Quarterly
Quarterly
Date: 04-Jan-2012
Page 10 of 17
Data Currency
Version
Update Cycle
Water Abstractions
October 2011
Quarterly
Water Industry Act Referrals
October 2011
Quarterly
January 2011
Not Applicable
Drift Deposits
January 1999
Not Applicable
British Geological Survey - National Geoscience Information Service
September 2011
Annually
September 2011
Annually
July 2011
Quarterly
November 2011
Quarterly
November 2011
Quarterly
November 2011
Quarterly
November 2011
Quarterly
Flood Defences
November 2011
Quarterly
Source Protection Zones
Date: 04-Jan-2012
Page 11 of 17
Data Currency
Waste
Version
Update Cycle
June 1996
Not Applicable
Historical Landfill Sites
October 2011
October 2011
Quarterly
Quarterly
Integrated Pollution Control Registered Waste Sites
October 2008
Not Applicable
Licensed Waste Management Facilities (Landfill Boundaries)
October 2011
October 2011
Quarterly
Quarterly
Licensed Waste Management Facilities (Locations)
October 2011
October 2011
Quarterly
Quarterly
Bedfordshire County Council (now part of Central Bedfordshire Council)
Cambridgeshire County Council
East Northamptonshire District Council - Community Services - Planning Department
Wellingborough Borough Council
May 2000
May 2000
May 2000
May 2000
May 2000
May 2000
May 2000
May 2000
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Local Authority Recorded Landfill Sites
April 2003
May 2000
May 2000
May 2000
May 2000
May 2000
May 2000
May 2000
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Registered Landfill Sites
March 2003
March 2003
Not Applicable
Not Applicable
Registered Waste Transfer Sites
March 2003
March 2003
Not Applicable
Not Applicable
Registered Waste Treatment or Disposal Sites
March 2003
March 2003
Not Applicable
Not Applicable
BGS Recorded Landfill Sites
Date: 04-Jan-2012
Page 12 of 17
Data Currency
Control of Major Accident Hazards Sites (COMAH)
Health and Safety Executive
Explosive Sites
Version
Update Cycle
July 2011
Bi-Annually
January 2011
Bi-Annually
Notification of Installations Handling Hazardous Substances (NIHHS)
November 2000
Not Applicable
Planning Hazardous Substance Enforcements
Huntingdonshire District Council
Bedford Borough Council
Kettering Borough Council
August 2011
December 2011
July 2008
June 2010
June 2011
June 2011
November 2011
September 2011
Planning Hazardous Substance Consents
Huntingdonshire District Council
Bedford Borough Council
Kettering Borough Council
August 2011
December 2011
July 2008
June 2010
June 2011
June 2011
November 2011
September 2011
Date: 04-Jan-2012
Page 13 of 17
Data Currency
Geological
Version
Update Cycle
October 2011
Bi-Annually
August 1996
Not Applicable
November 2002
Not Applicable
The Coal Authority - Mining Report Service
August 2011
As notified
Mining Instability
Ove Arup & Partners
October 2000
Not Applicable
February 2011
Not Applicable
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
July 2011
As notified
July 2011
As notified
Industrial Land Use
Version
Update Cycle
Contemporary Trade Directory Entries
Thomson Directories
August 2011
Quarterly
November 2011
Quarterly
Cheshire Brine Subsidence Compensation Board
Fuel Station Entries
Catalist Ltd - Experian
Date: 04-Jan-2012
Page 14 of 17
Data Currency
Sensitive Land Use
Version
Update Cycle
Areas of Outstanding Natural Beauty
Natural England
September 2011
Bi-Annually
Environmentally Sensitive Areas
Natural England
September 2011
Annually
April 1997
Not Applicable
Natural England
September 2011
Bi-Annually
Marine Nature Reserves
Natural England
September 2011
Bi-Annually
National Nature Reserves
Natural England
September 2011
Bi-Annually
National Parks
Natural England
September 2011
Bi-Annually
Nitrate Sensitive Areas
Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)
March 2003
Not Applicable
Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)
Forest Parks
Forestry Commission
February 2011
Annually
Ramsar Sites
Natural England
September 2011
Bi-Annually
Natural England
September 2011
Bi-Annually
Special Areas of Conservation
Natural England
September 2011
Bi-Annually
Natural England
September 2011
Bi-Annually
Date: 04-Jan-2012
Page 15 of 17
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
Date: 04-Jan-2012
Page 16 of 17
Useful Contacts
Contact
1
Name and Address
Contact Details
Environment Agency - National Customer Contact
Centre (NCCC)
Telephone: 08708 506 506
Email: [email protected]
PO Box 544, Templeborough, Rotherham, S60 1BY
2
British Geological Survey - Enquiry Service
Telephone: 0115 936 3143
Fax: 0115 936 3276
Website: www.bgs.ac.uk
British Geological Survey, Kingsley Dunham Centre, Keyworth,
Nottingham, Nottinghamshire, NG12 5GG
3
Natural England
Northminster House, Northminster Road, Peterborough, Cambridgeshire,
PE1 1UA
4
Department for Environment, Food and Rural Affairs
(DEFRA - formerly FRCA)
Telephone: 0845 600 3078
Fax: 01733 455103
Website: www.naturalengland.org.uk
Telephone: 0113 2613333
Fax: 0113 230 0879
Government Buildings, Otley Road, Lawnswood, Leeds, West Yorkshire,
LS16 5QT
5
Telephone: 01604 236236
Website: www.northamptonshire.gov.uk
County Hall, Northampton, Northamptonshire, NN1 1DN
6
East Northamptonshire District Council - Community
Services - Planning Department
Telephone: 01832 742000
Fax: 01832 000000
Website: www.east-northamptonshire.gov.uk
East Northampton House, Cedar Drive, Thrapston, Kettering,
Northamptonshire, NN14 4LZ
-
Health Protection Agency - Radon Survey, Centre for
Radiation, Chemical and Environmental Hazards
Chilton, Didcot, Oxfordshire, OX11 0RQ
-
Landmark Information Group Limited
The Smith Centre, Henley On Thames, Oxfordshire, RG9 6AB
Telephone: 01235 822622
Fax: 01235 833891
Website: www.hpa.org.uk
Telephone: 0844 844 9952
Fax: 0844 844 9951
Website: www.landmarkinfo.co.uk
Please note that the Environment Agency / SEPA have a charging policy in place for enquiries.
Date: 04-Jan-2012
Page 17 of 17
Site Sensitivity Map - Segment A13
Order Details
Order Number:
37137693_1_1
Customer Ref:
11093
National Grid Reference: 498050, 273900
A
Slice:
Site Area (Ha):
0.01
Plot Buffer (m):
250
Site Details
Site at 498050, 273900
Tel:
Fax:
Web:
A Landmark Information Group Service v46.0
0844 844 9952
0844 844 9951
www.envirocheck.co.uk
04-Jan-2012
Page 1 of 1
Index Map
For ease of identification, your site and buffer have been split into Slices,
Segments and Quadrants. These are illustrated on the Index Map opposite
and explained further below.
Slice
Each slice represents a 1:10,000 plot area (2.7km x 2.7km) for your site and
buffer. A large site and buffer may be made up of several slices (represented
by a red outline), that are referenced by letters of the alphabet, starting from
the bottom left corner of the slice "grid". This grid does not relate to National
Grid lines but is designed to give best fit over the site and buffer.
Segment
A segment represents a 1:2,500 plot area. Segments that have plot files
associated with them are shown in dark green, others in light blue. These are
numbered from the bottom left hand corner within each slice.
Quadrant
A quadrant is a quarter of a segment. These are labelled as NW, NE, SW,
SE and are referenced in the datasheet to allow features to be quickly located
on plots. Therefore a feature that has a quadrant reference of A7NW will be
in Slice A, Segment 7 and the NW Quadrant.
A selection of organisations who provide data within this report:
Envirocheck reports are compiled from 136 different sources of data.
Client Details
Dr D Blythe, DAB Geotechnics, 3, Tweed Avenue,
Ellington, MORPETH, Northumberland, NE61 5ES
Order Details
Order Number:
37137693_1_1
Customer Ref:
11093
National Grid Reference: 498050, 273900
0.01
Site Area (Ha):
Search Buffer (m):
1000
Site Details
Site at 498050, 273900
Tel:
Fax:
Web:
0844 844 9952
0844 844 9951
04-Jan-2012
Page 1 of 3
LANDMARK STANDARD TERMS AND CONDITIONS
Version 6.05 5 Nov 2011
DEFINITIONS
In these Terms, the following terms have the
following meanings:
"Agreement" has the meaning set out in clause
1.d.
"Authorised Reseller" means an agent or
reseller who We have duly appointed to resell
Our Reports and Services.
"Consumer" means a natural person acting for
purposes other than his trade, business or
profession.
"Content" means any data, computing and
information services and software, and other
content and documentation or support
materials and updates included in and/or
supplied by or through the Websites, in Reports
or Services or in any other way by Us and shall
include both material developed by or on behalf
of Us and Third Party Content.
"End User" means either: (i) a Consumer or a
Consumer's friend or family member who uses
the Services provided to the Consumer; or (ii)
where You are not a Consumer, an employee
of Yours who uses the Services provided to
You; or (iii) a person identified in clause 2.b or
their respective employees.
"Fees" means any charges levied by Us or an
Authorised Reseller for Services provided to
You.
"First Purchaser" means the first person, or
legal entity to purchase the Property Site
following provision of a Report.
"First Purchaser's Lender" means the funding
provider for the First Purchaser.
"Information Pack" means a pack compiled by
or on behalf of the owner or prospective buyer
of the Property Site, designed to aid the
marketing or purchase of the Property Site and
containing information provided by or on behalf
of the owner or prospective buyer of the
Property Site.
"Intellectual Property Rights" means copyright,
patent, design right (registered or unregistered),
service or trade mark (registered or
unregistered), database right or other data
right, moral right or know how or any other
intellectual property right.
References to "We", "Us" and "Our" are
references to Landmark Information Group
Limited, whose registered office is 7 Abbey
Court, Eagle Way, Exeter, EX2 7HY.
"Order" means the request for Services from
Us by You.
"Property Site" means a land site in relation to
which We provide a Service.
"Report" includes any information that We
supply to You including all reports, services,
datasets, software or information contained in
them.
"Services" means the provision of any service
by Us pursuant to these Terms, including
without limitation, any Report.
"Supplier" means any third party organisation
that provides services, software, data,
information and other content or functionality of
any form to Us.
"Terms" means these terms and conditions.
"Third Party Content" means the services,
software, data, information and other content or
functionality provided by Suppliers and linked to
or contained in the Services.
"Website" means any website hosted by Us
and includes the Content and any report,
service, document, data-set, software or
information contained in such websites or
derived from them.
References to "You", "Your" and "Yourself"
refer to the contracting party who accesses the
Website or places an Order with Us.
1. Basis of Contract
a. These Terms govern the relationship
between Us and You where You purchase
Services from Us. Where these Terms are
not expressly accepted by You, they will be
deemed to have been accepted by You,
and You agree to be bound by these
Terms, when You place any Order, or pay
for any Services provided to You by Us.
b.
c.
d.
e.
You shall take all reasonable steps to
check that the details that You provide in
relation to Your Order are complete,
accurate and correct and that the Report
has been prepared for the correct location
and property type. Neither We nor any
Suppliers shall have any liability for errors
or omissions in information provided by or
on behalf of You or from Your failure to
check that the Report relates to the correct
location or property.
b.
c.
d.
We may modify these Terms, and may
discontinue or revise any or all other
aspects of the Services at Our sole
discretion, with immediate effect and
without prior notice, including without
limitation changing the Services available
at any given time. Any amendment or
variation to these Terms shall be posted on e.
Our Websites. You acknowledge that it
shall remain Your responsibility to check
Our Website from time to time for any such
amendments or variation to these Terms.
Continued Orders of the Services by You
shall be deemed an acceptance by You to
be bound by any such amendments to the
Terms.
f.
These Terms together with Your Order, the
Fees and delivery details in relation to Your
Order and Our privacy policy, which is
available on the Website, constitute the
entire agreement between the parties
relating to the supply of Services to You by
Us ("Agreement"). You acknowledge that
You have not relied on any statement,
promise or representation made or given
by or on behalf of Us which is not set out in g.
the Agreement or delivery details. Nothing
in this clause 1.d shall limit or exclude any
liability for fraud.
These Terms shall prevail at all times to
the exclusion of all other terms and
h.
conditions including any terms and
conditions which You may purport to apply
even if such other provisions are submitted
in a later document or purport to exclude or
override these Terms and neither the
course of conduct between parties nor
trade practice shall act to modify these
Terms.
2. Services and Licensed Use
a. Subject to clauses 6.d, 6.k and 6.l, We
shall use all reasonable skill, care and
diligence in the performance of the
Services.
i.
Subject always to these Terms You may,
without further charge, make the Services
available to:
i.
ii.
Our Supplier's intellectual property rights
any person who provides funding
and You agree to give Us all reasonably
secured on the whole or part of the
required assistance in pursuing any
Property Site;
potential infringement.
iv. any person for whom You act in a
professional or commercial capacity in
relation to the Property Site;
3. Intellectual Property and Confidentiality
v. any person who acts for You in a
a. You acknowledge and agree that all
professional or commercial capacity in
Intellectual Property Rights in Content are
relation to the Property Site; and/or
and shall continue to be owned by Us or
vi. prospective buyers of the whole or
Our Suppliers and nothing in the
part of the Property Site as part of an
Agreement shall transfer, assign or grant
Information Pack but for the avoidance
any rights to You (save for the licence as
of doubt, We shall have no liability to
set out above).
such prospective buyer unless the
b. Subject to any use of the Content in
prospective buyer subsequently
accordance with these Terms, You
purchases the Property Site, and the
acknowledge and agree that You shall, and
prospective (or actual) buyer shall not
shall procure that any person to whom You
be entitled to make the Service
provide access to the Content shall, treat
available to any other third party.
as strictly private and confidential the
You shall not hold yourself out or describe
Services, the Content and all information
yourself as Our agent or an agent of any of
which they obtain from the Services and
the Suppliers.
Content. You agree to indemnify Us
You shall ensure that acknowledgements
against all liabilities, damages, penalties,
of copyright and database right ownership
costs, expenses (including legal expenses
are included in a conspicuous position in
on an indemnity basis) or other loss
all copies of the Content. You may not
suffered or incurred by Us in relation to any
delete any of Our or the Suppliers'
breach or alleged breach of this clause 3.b.
intellectual property protection notices
(including without limitation copyright
4. Termination
notices or trade marks) from the Content.
At any time, We may terminate the
a.
You shall use Your best endeavours to use
Agreement with immediate effect by giving
adequate technological and security
You written notice:
measures, including measures We or
Suppliers may reasonably recommend
if You are in breach of the Terms and,
i.
from time to time, to ensure that all
if such breach is capable of remedy,
Content which You hold or are responsible
You fail to remedy the breach within
for is secure from unauthorised use or
30 days of written notice from Us
access.
specifying the breach and requiring it
to be remedied; and
The Content shall only be used strictly in
ii. if You have a receiver or
accordance with these Terms and not for
administrative receiver or
any other purpose; nor shall any use of the
administrator appointed over You or
Content be made that would or might be
any part of Your undertaking or assets
deemed to be disparaging to Us, the
or shall pass a resolution for winding
Suppliers or any of them. You shall not be
up (otherwise than for the purpose of a
entitled to resell or rent any Content or
bona fide scheme of solvent
otherwise any supply products
amalgamation or reconstruction) or if a
incorporating such Content for commercial
court of competent jurisdiction shall
sale or rental.
make an order to that effect or if You
You shall not reverse engineer, separate or
become subject to an administration
otherwise tamper with the Content so that
order or enter into a voluntary
Content can be extracted and used for any
arrangement with Your creditors or
purpose outside the scope of the
shall cease or threaten to cease to
Agreement.
carry on business or if You are
If You are a Company or public body, You
presented with a bankruptcy petition.
agree that the licensed use of Content
b. In the event of the termination or expiry of
pursuant to the Agreement always
the Agreement:
excludes its use by any of Your
You shall, subject to clause 4.b.iii,
i.
subsidiaries, holding companies or
immediately cease to use the Report
subsidiaries of such holding companies (as
and any Content;
such terms are defined in section 1159 of
ii. You shall, subject to clause 4.b.iii,
the Companies Act 2006) or by any
within 30 days of such termination or
government entity associated with You (in
expiry, destroy all Content in any
each case as applicable). You agree, and
media which You hold or for which
shall procure, that any such company or
You are responsible and provide, at
entity shall enter into a separate
Our request, a sworn statement by a
agreement with Us.
duly authorised person that You no
All other uses of the Content are
longer hold such Content;
prohibited. If You wish to use the Content
iii. except in the event of termination by
in a manner which is not authorised by the
Us under clause 4.a, You may retain
Terms, then You must contact Us to seek
Content in an archive following expiry
the necessary consents or licences (which
of the Agreement for the sole purpose
may include further licences from the
of addressing a complaint or challenge
Suppliers), for which there may be
from a regulator or other third party
additional Fees.
regarding Your use of such Content
during the term of the Agreement.
You agree to notify Us as soon as You
Your rights are on condition that: (a)
suspect any infringement of Our or any of
iii.
the owner of the whole or part of the
Property Site at the date of the Report;
any person who purchases the whole
j.
or part of the Property Site;
iv.
the archive rights do not apply to
Content that include third party
Intellectual Property Rights (other than
Content provided by Ordnance Survey
to the extent that the Intellectual
Property Rights in such Content are
owned by Ordnance Survey); (b) You
shall not disclose Content retained
under this clause 4.b.iii to any
regulator or other third party except
strictly to the extent necessary for the
relevant purpose of addressing a
complaint or challenge from a
regulator or other third party and in
paper or read-only electronic format
only; (c) You must store such Content
separately from any other data which
You hold; and (d) subject to clause
6.a, We shall have no liability for Your
use of it following termination or expiry
of the Agreement; and
the parties shall have no further
obligations or rights under the
Agreement, without prejudice to those
which have accrued to either party
prior to termination or expiry save that
the "Definitions", clauses 2.c to 2.j
(inclusive), this clause 4.b, clauses
5.d, 6, 7, 9, 10 and 11 together with
those other clauses the survival of
which is necessary for the
interpretation or enforcement of the
Agreement or which by their nature
can be reasonably interpreted as
surviving the expiry or termination of
the Agreement, shall continue to have
effect after such expiry or termination.
under the Late Payment of Commercial
Debts Regulations 2002. Such interest
shall accrue on a daily basis.
6. Liability
a. Nothing in these Terms excludes or limits
either party's liability for death or personal
injury caused by that party's negligence or
wilful default or for fraud, and the
remainder of this clause 6 is subject to this
provision. If You are a Consumer, Your
statutory rights (which include, for
example, that We will provide the Services
to a reasonable standard and within a
reasonable time) are not affected by
anything in these Terms.
b.
Save as set out in clause 6.a, We shall not
be liable to You or to any End User in
contract, tort (including negligence) or for
breach of statutory duty or in any other way
for:
any indirect or consequential losses
(which includes any loss that could not
have been reasonably expected by
You and Us at the time of entering into
these Terms);
ii. loss arising from or in connection with
loss of revenues, profits, contracts or
business or failure to realise
anticipated savings; or
iii. loss of goodwill or reputation.
Save as set out in clause 6.a, Our total
liability to You and/or any End User in
contract or tort (including negligence) or for
breach of statutory duty shall not exceed
an amount of ten million pounds
(£10,000,000) per claim or series of
connected claims.
i.
c.
5. Payments
An individual or a monthly invoice showing d.
all Orders created by You will be generated
subject to these Terms. You will pay the
Fees at the rates set out in Our or Our
Authorised Reseller's invoice within 30
days of the date of each invoice without
deduction, counterclaim or set off. Where
Your order comprises a number of
Services or severable elements within any
one or more Services, any failure by Us or
its Authorised Reseller to provide an
element or elements of the Services shall
not prejudice Our or Our Authorised
Reseller's ability to require payment in
respect of the Services delivered to You.
e.
You acknowledge that time is of the
essence with respect to the payment of
such invoices.
a.
b.
VAT shall be due in addition to any Fees.
You shall pay any other applicable indirect
taxes related to Your use of the Services.
c.
Neither We nor any Authorised Reseller
shall be required to notify You in advance
of any amendment to the Fees and the
placing of any further Order for Services
shall be deemed acceptance of any
revisions to the Fees.
d.
If You fail to pay by the due date any
amount due and payable by You under the
Agreement, We shall be entitled, but not
obliged to, charge You interest on the
overdue amount, payable by You
immediately on demand, accruing from the
due date up to the date of actual payment,
after as well as before judgment, at the
rate set out in the Late Payment of
Commercial Debts (Interest) Act 1998 from g.
time to time and fixed sum compensation
f.
The Content that Services are based on is
derived from third party sources.
Therefore, save as set out in clause 6.l in
respect of risk assessments and
professional opinions, We do not warrant
the accuracy or completeness of any
information or Content provided, unless
We should reasonably have been alerted
to any omission, error or inaccuracy in the
Content. Such Content is provided
specifically from the sources as described
by Us and We do not claim that these
represent an exhaustive or comprehensive
list of all sources that might be consulted.
You acknowledge and agree that neither
You nor any End User shall have any claim
or recourse against any Supplier of Third
Party Content.
You acknowledge and agree that We do
not warrant that the online supply of
Content or Services or any internet
ordering service will be: uninterrupted or
error free or provide any particular facilities
or functions; free from defects; free from
software viruses; free of error from
computer malfunction, inaccurate
processing; free from corruption of data
whilst geo-coding, processing by computer
or electronic means or in the course of
transmission; or similar, although We will
use reasonable endeavours to correct any
such issues within a reasonable period of
them becoming known (which may be
limited to notifying the relevant Supplier).
Time shall not be of the essence in
providing the Content or Services.
You acknowledge and agree that no
physical inspection of the Property Site
Page 2 of 3
reported on is carried out as part of any
agree to the limitations and exclusions of
Services offered by Us and We do not
liability set out in this clause 6.
warrant that all land uses or features
whether past or current will be identified in 7. Contribution
the Services. The Services do not include
a. Save where expressly provided, this clause
any information relating to the actual state
7 shall apply solely to Envirosearch
or condition of any Property Site nor should
Residential Reports (regardless of the
they be used or taken to indicate or
result of such Report). Nothing in this
exclude actual fitness or unfitness of a
clause 7 shall operate to override or vary
Property Site for any particular purpose nor
the provisions of clause 6.
should it be relied upon for determining
saleability or value or used as a substitute b. We are prepared to offer, without any
admission or inference of liability, a
for any physical investigation or inspection.
contribution towards the costs of any
h. You acknowledge and agree that We will
remediation works required under a Notice
not be held liable in any way if a Report is
(as defined below) on the terms of this
used otherwise than as provided for in
clause 7 ("the Contribution").
these Terms and/or in the Report.
c. In the event that a Remediation Notice is
i. You acknowledge and agree that the
served on the First Purchaser or First
Services have not been prepared to meet
Purchaser's Lender of a Property Site
Your or anyone else's individual
under Part IIA of the Environmental
requirements and it is Your responsibility to
Protection Act 1990 ("the Notice") We shall
ensure that the Services ordered are
contribute to the cost of such works as
suitable for Your (or the End User's)
either the First Purchaser or First
intended purpose.
Purchaser's Lender (but not both) are
j. You acknowledge and agree that You
required to carry out under the Notice
shall, on receipt of a Report carry out a
subject to the provisions of this clause 7
reasonable inspection to satisfy Yourself
and on the following terms:
that there are no apparent defects or
the Contribution shall only apply to
i.
failures with respect to the description and
contamination or a pollution incident
location of the Property Site and shall
present or having occurred prior to the
promptly inform Us if there are any such
date of the Report;
defects or failures.
ii. the Contribution shall only apply where
k. All liability for any insurance products
the Property Site is a single residential
purchased by You rests solely with the
dwelling house or a single residential
insurer. We do not endorse any particular
flat within a block of flats. For the
product or insurer and no information
avoidance of doubt, this obligation
contained within the Services should be
does not apply to any commercial
deemed to imply otherwise. You
property, nor to any Property Site
acknowledge that if You Order any such
being developed or redeveloped
insurance We will deem such as Your
whether for residential purposes or
consent to forward a copy of the Report to
otherwise;
the insurers. Where such policy is
iii. the Contribution is strictly limited to the
purchased, You acknowledge and agree
cost of works at the Property Site and
that all liability shall remain with the
at no other site; and
insurers and that You are entirely
iv. the Contribution will not be paid in
responsible for ensuring that the insurance
respect of any of the following: (1)
policy offered is suitable for Your needs
radioactive contamination of
and should seek independent advice. We
whatsoever nature, directly or
do not guarantee that an insurance policy
indirectly caused by or contributed to
will be available on a Property Site. You
or arising from ionising radiations or
acknowledge and agree that all decisions
contamination by radioactivity from
with regard to the offer of insurance
any nuclear fuel or from any nuclear
policies for any premises will be made
waste from the combustion of nuclear
solely at the discretion of the insurers and
fuel or the radioactive toxic explosive
We accept no liability in this regard. The
or other hazardous properties of any
provision of a Report does not constitute
explosive nuclear assembly or nuclear
any indication by Us that insurance will be
component thereof; (2) asbestos
available on the Property Site.
arising out of or related in any way to
asbestos or asbestos-containing
l. We may provide You with professional
materials on or in structures or
opinions or a risk assessment in a Report.
services serving the structures; (3)
You acknowledge and agree that We shall
naturally occurring materials arising
carry out (or procure that third parties carry
from the presence or required removal
out) such assessment with reasonable skill
of naturally occurring materials except
and care and that We shall be liable where
in circumstances where such
any such risk assessment is carried out
materials are present in
negligently. Notwithstanding the foregoing
concentrations which are in excess of
We shall not be liable for any inaccurate
their natural concentration; (4)
statement, opinion or risk rating in a Report
intentional non-compliance arising
which resulted from a reasonable
from the intentional disregard of or
interpretation of the Content.
knowing wilful or deliberate nonm. Neither You, nor any End User or any
compliance by any owner or occupier
other person may rely on a Service more
of the Property Site with any statute,
than 12 months after it was originally
regulation, administrative complaint,
provided.
notice of violation, or notice letter of
You
shall
use
all
reasonable
endeavours
to
n.
any Regulatory Authority; (5) any
ensure that End Users acknowledge and
condition which is known or ought
d.
e.
f.
g.
reasonably to have been known to the
First Purchaser or the First
Purchaser's Lender prior to the
purchase of the Report; (6) any
condition which is caused by acts of
war or an act of terrorism; (7) any
property belonging to or in the custody
or control of the First Purchaser which
does not form a fixed part of the
Property Site or the structure; (8) any
fines liquidated damages punitive or
exemplary damages; (9) any bodily
injury including without limitation,
death, illness or disease, mental
injury, anguish or nervous shock; (10)
any financial loss in respect of any
loss of any rental, profit, revenue,
savings or business or any
consequential indirect or economic
loss damage or expense including the
cost of rent of temporary premises or
business interruption; and/or (11) any
losses incurred following a material
change in use of, alteration or
development of the Property Site.
Without prejudice to Your other rights and
remedies under the Agreement, the
maximum sum that shall be contributed by
Us in respect of any Contribution shall be
limited to £60,000. In the event that more
than one Report is purchased on the
Property Site the Contribution will only be
payable under the first Report purchased
by or on behalf of any First Purchaser or
First Purchaser's Lender and no
Contribution will be made in respect of
subsequent Reports purchased by or on
behalf of such First Purchaser, First
Purchaser's Lender or any person
connected to them.
i.
We reserve the right at any time prior to a
claim for Contribution being made in
accordance with clause 7.g above, to
withdraw the offer of payment of
Contributions without further notice.
8. Assignment and Sub-contracting
We shall be entitled to assign or transfer
the Agreement as We reasonably see fit.
a.
b.
c.
The Agreement is personal to You. You
shall not assign, transfer, sub-licence or
otherwise deal with any of Your rights and
obligations under the Agreement without
Our prior written consent.
i.
ii.
11. General
If any provision of the Agreement is found
by either a court or other competent
authority to be void, invalid, illegal or
unenforceable, that provision shall be
deemed to be deleted from the Agreement
and never to have formed part of the
Agreement and the remaining provisions
shall continue in full force and effect.
b.
We may authorise or allow Our contractors
and other third parties to provide to Us
and/or to You services necessary or
related to the Services and to perform Our
obligations and exercise Our rights under
these Terms, which may include collecting
payment on Our behalf.
9. Events Beyond Our Control
Neither party to the Agreement shall be
c.
liable for any delay or failure to perform
their obligations caused by any
circumstance beyond their control, and
such party shall be entitled to a reasonable
extension of time for the performance of
d.
such obligation.
We shall only pay a Contribution where the
Notice is served within 36 months of the
10. Complaints and Dispute Resolution
issue date of the Report.
a. Any complaints in relation to the Services
Any rights to a Contribution under this
should, in the first instance, be in writing
clause 7 are not assignable in the event of
addressed to the Customer Service
a sale of the Property Site and We shall
Support Manager at Our registered office.
not make any Contribution after the date of
We will (or Our agents will) respond to any
completion of such sale.
such complaints in writing as soon as
In the event the First Purchaser or First
practicably possible.
Purchaser's Lender wishes to claim any
In the event that the First Purchaser or
First Purchaser's Lender receives any
communication from a statutory authority
to the effect that there is an intent to serve
a notice received under Part IIA of the
c.
applying for injunctive relief in the case
of: (1) breach or threatened breach of
confidentiality; or (2) infringement or
threatened infringement of Our or Our
Suppliers' intellectual property rights;
or
pursuing a debt claim for the payment
of the Fees.
a.
a.
b.
Contribution, it shall notify Us in writing
within 3 months of the date of the Notice.
The First Purchaser or First Purchaser's
Lender (as applicable) shall comply with all
Our reasonable requirements with regard
to the commission and conduct of the
remediation works to be carried out under
the Notice, and in the event the First
Purchaser or First Purchaser's Lender (as
applicable) does not do so, including
without limitation, obtaining Our prior
written consent to any estimates for such
works or complying with any other
reasonable request by Us, We shall not be
required to pay any Contribution.
Notwithstanding the payment of the
Contribution by Us the First Purchaser or
First Purchaser's Lender as applicable
shall take all reasonable steps to mitigate
any costs incurred in connection with the
conduct of works required under the terms
of any Notice.
h.
the rights of termination stated in clause
4.a and in addition shall not prevent Us
from:
Environmental Protection Act 1990 You
shall ensure that they advise Us within a
maximum period of two months from
receipt of such communication. This
clause 7.h and the service of any notice
under it shall not affect the provisions of
clauses 7.e and 7.g, and any such
communications, even if advised to Us will
not operate as notice under clause 7.e.
If any dispute arises out of or in connection
with the Terms of the Agreement or their
validity ("Dispute") the parties undertake,
subject to clause 10.c, that prior to
commencement of court proceedings they
will negotiate in good faith to settle such
e.
Dispute by mediation in accordance with
the Centre for Effective Dispute Resolution
Model Mediation Procedure as in force
from time to time, which Procedure is
deemed to be incorporated by reference
into this clause. Unless otherwise agreed
between the parties, the mediator will be
nominated by the Centre for Effective
Dispute Resolution. To initiate the
mediation a party shall give notice in
writing to the other party to the dispute
requesting a mediation. The mediation will f.
start not later than 21 days after the date of
service of such notice. If the Dispute has
not been resolved to the mutual
satisfaction of the parties within 60 days
(or such other period as they shall agree)
after the date of service of such notice then
either party may refer the Dispute to the
courts in accordance with clause 11.f.
No delay, failure or omission on Our, or
any Supplier's, part in enforcing, exercising
or pursuing any right, power, privilege,
claim or remedy conferred by or arising
under the Agreement or by law shall be
deemed to be or construed as a waiver of
that or any other right, power, privilege,
claim or remedy, nor shall any single or
partial exercise of any such right, power,
privilege, claim or remedy preclude the
exercise of that or any other right, power,
privilege, claim or remedy.
Our privacy policy as displayed on Our
Website and updated from time to time
governs the use that We shall make of any
information provided by You or an End
User.
A person who is not a party to any contract
made pursuant to these Terms shall have
no right under the Contract (Rights of Third
Parties) Act 1999 to enforce any terms of
the Agreement and We shall not be liable
to any such third party in respect of the
Products, save that any Supplier may
enforce any of these terms and conditions
against You in accordance with the
Contracts (Rights of Third Parties) Act
1999. Notwithstanding any other provisions
of the Agreement, We may rescind or vary
the Agreement in accordance with its
terms without the consent of the Suppliers
and accordingly section 2(1) of the
1999 shall not apply.
You shall ensure that each End User
complies with and is bound by the Terms
and shall procure that We may in Our own
right enforce such terms and conditions
against the End User pursuant to the
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User's compliance with the Terms and You
shall be liable for all breaches of the Terms
by the End Users as if they were breaches
by You.
The Agreement and any non-contractual
obligations arising out of or in connection
with it shall be governed by and construed
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and, subject to clause 10.b, each party
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jurisdiction of the courts of England and
Wales.
Clause 10.b shall be without prejudice to
Landmark Information Group Limited, 7 Abbey Court, Eagle Way, Exeter, EX2 7HY Email: [email protected]
© Landmark Information Group Limited
Order Number: 37137693
Page 3 of 3
Warning of flooding
from rivers
Extracts of Environment Agency Flood & Flood Warning Maps (from Environment Agency internet website)
DAB Geotechnics
Date: January 2012
DABGeot/11093/Final
APPENDIX B
Correspondence with East Northamptonshire Council
DABGeot/11093/Final
View message - Webmail - Email - Messaging - Services - O2 - [email protected]
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Mandy Dennis [[email protected]] (save address)
"'[email protected]'"<[email protected]>
RE: Private Water Supplies
Jan 4, 2012 12:17
My Online Accounts
Send a free text message
Dear David,
Bluebook
We have no records of any private water supplies within 1km of the boundary of the site as marked on the plan.
My picture messages
Blueroom
Regards
Mandy
Mandy Dennis
Environmental Protection Officer
East Northamptonshire Council
01832 742037
From: Customer Services
Sent: 03 January 2012 09:16
To: Environmental Services
Subject: FW: Private Water Supplies
From: David Blythe [mailto:[email protected]]
Sent: 27 December 2011 12:08
To: Customer Services
Subject: Private Water Supplies
Dear Sir/Madam,
I am acting on behalf of Mick George Ltd. This company proposes to
develop a new quarry on land to the south of Ringstead Grange Farm. In
order to assess the possible impact of this development on surface and
groundwaters, I should be grateful if you could provide details of any
private water supplies within the area that extends up to 1km from its
boundary (e.g. location, abstractor's name, volume and use. I appreciate
that you may not be able to supply all of this information for reasons
of confidentiality.) The attached plan shows the site boundary and the
corresponding search area.
Yours faithfully,
David Blythe
DAB Geotechnics
______________________________________________________________________
Warning: Although East Northamptonshire Council has taken reasonable precautions to ensure no viruses are present in
this e-mail, the Council cannot accept responsibility for any loss or damage arising from the use of this e-mail or
attachments. This e-mail, including any attachments, is intended for the exclusive use of the addressee. It may contain
information which is legally privileged, confidential and exempt from disclosure. Any views or opinions expressed in this
e-mail do not necessarily represent those of East Northamptonshire District Council and are not to be relied upon
without subsequent written confirmation by an authorised representative. If you are not the addressee any disclosure,
reproduction, distribution, forwarding or other dissemination or use is strictly prohibited. If you have received this in
error please notify East Northamptonshire District Council.
East Northamptonshire Council, Cedar Drive, Northants, NN14 4LZ. Telephone +44 (0) 1832 742000
______________________________________________________________________
http://www.mail.o2.co.uk/...k&sh=&fp=INBOX&mappos=2&fi=&bid=&u=davidblythe735822&an=davidblythe735822%40o2.co.uk&t=75d21&uid=92&pid=11&ss=[04/01/2012 17:44:33]
Site Boundary
Search Area
1km
Reproduced with the Permission of Controller of H. M. Stationery Office © Crown Copyright. All rights reserved. Licence No. WL1005542 DAB Geotechnics.
Mick George Ltd.
APPENDIX C
Scoping Opinion from the Environment Agency
DABGeot/11093/Final
Northamptonshire County Council:
Planning Development Control
PO Box 163
County Hall
Northampton
NN1 1AX
Our ref:
Your ref:
AN/2011/113241/01-L02
11/0005.SCO/FRI116
Date:
08 November 2011
FAO Mr P Watson
Dear Sir
Proposals for scope and content of an application for a proposed limestone
quarry including extraction of clay and the deposit of inert waste for
restoration purposes
Ringstead Grange Ringstead
Thank you for your Environmental Impact Assessment (EIA) Scoping consultation,
which was received on 17 October 2011.
We have reviewed the scoping report submitted and our technical comments
detailing the information we consider should be provided in the Environmental
Statement (ES) are provided below.
Technical comments and advice
Hydrology and Hydrogeology
Sections 17 and 18 of the Scoping Opinion acknowledges that the hydrology and
hydrogeology of the site needs to be investigated to provide baseline conditions and
identify any water features which should be provided in a Flood Risk Assessment
(FRA).
From the information provided we can confirm that the site is greater than 1.0 ha and
lies within Flood Zones 1 (low probability of river and sea flooding as defined in
Annex D Planning Policy Statement 25 ‘Development and Flood Risk’ (PPS25)).
In order to fully assess the issue of flood risk, a fully compliant PPS 25 - Annex E
FRA must be undertaken and submitted with any planning application, which
considers and quantifies the different types of flooding as well as addressing the
surface water drainage for the development. Please note the FRA should address
the various phases of development (from mineral extraction through to
restoration). The FRA should form part of the EIA or be submitted as a standalone
Environment Agency
Nene House (Pytchley Lodge Industrial Estate),
Pytchley Lodge Road, Kettering, Northants, NN15 6JQ
www.environment-agency.gov.uk
Cont/d..
Customer services line: 03708 506 506
Weekday daytime calls to 0370 numbers cost 8p plus up to
6p per minute from BT Weekend Unlimited.
Mobile and other providers’ charges may vary.
document.
General FRA comments
The FRA must consider and quantify the different types of flooding to demonstrate
that flood risk is not increased by the proposed development and where possible,
reduced. Surface water run-off issues are a key factor for consideration. Any FRA
must demonstrate that surface water run-off can be managed for both, construction
and restoration and that the proposed surface water drainage system can cope with
1 in 100 probability plus climate change rainfall event without increasing flood risk to
the site, surrounding area and third parties.
The FRA must also demonstrate that construction and post development run-off
does not exceed pre-development run-off. Within the FRA, surface water run-off
rates for the existing and developed site for the 1 in 1 probability rainfall event, the 1
in 30 probability rainfall event and the 1 in 100 probability rainfall event and the
attenuation volumes required including an allowance for climate change should be
stated. In addition, any FRA must confirm whether the site run-off will be restricted
to the Qbar rate for all events or the Q1 for the 1 in 1 probability rainfall event, Q30
for the 1 in 30 probability rainfall event and Q100 for the 1 in 100 probability rainfall
event using a complex control.
Any attenuation required should be provided in line with the requirements of PPS25
and Preliminary Rainfall Runoff Management for New Development Revision D. The
drainage scheme proposed should provide a sustainable drainage strategy to
include SUDS elements with attenuation. The maintenance and/or adoption
proposals for every element of the surface water drainage system proposed on the
site should be considered for the lifetime of the development and the residual risk of
flooding addressed.
The FRA should also consider the possibility that the surface water system may fail /
become blocked. Overland floodwater flood water should be routed away from
vulnerable areas. For acceptable depths and rates of flow, please refer to
Environment Agency and Defra document FD2320/TR2 “Flood Risk Assessment
Guidance for New Development Phase 2”. Further consideration should be given to
safe access and egress for emergency services when site is flooded.
Environmental permitting
The restoration by inert landfilling element of development associated with this
development will require an Environmental Permit under the Environmental
Permitting Regulations 2010, from the Environment Agency, unless an exemption
applies. The Applicant is advised to contact the Environment Agency on 08708 506
506 for further advice and to discuss the issues likely to be raised. You should be
aware that the permit may not be granted. Additional ‘Environmental Permitting
Guidance’ can be accessed via our main website ( http://www.environmentagency.gov.uk ).
We ask that our Pollution Prevention Guidelines, are considered. These guidance
notes are available to download from:
http://www.environment-agency.gov.uk/business/topics/pollution/39083.aspx
The comments we set out above are without prejudice to future decisions we make
regarding any applications subsequently made to us for our permits or consents for
operations at the site.
Cont/d..
2
Should you require any additional information, or to discuss matters further, please
do not hesitate to contact me on the number below.
Yours sincerely
Kerrie Ginns
Planning Liaison Officer
Direct dial 01536 385159
Direct e-mail [email protected]
Awarded to the Planning and Corporate Services
Department of Anglian Region, Northern Area
End
3
APPENDIX D
1/10,000 Scale Geological Maps
DABGeot/11093/Final
Geology 1:10,000 Maps Legends
Artificial Ground and Landslip
Map
Colour
Lex Code
Rock Name
Rock Type
Min and Max Age
WMGR
Infilled Ground
Artificial Deposit
Present Day - Present
Day
LSGR
Landscaped Ground
(Undivided)
Unknown/Unclassifie
d Entry
Day
WGR
Worked Ground (Undivided)
Void
Day
MGR
Made Ground (Undivided)
Artificial Deposit
Day
DDGR
Disturbed Ground
(Undivided)
Unknown/Unclassifie
d Entry
Day
Superficial Geology
Map
Colour
This report contains geological map extracts taken from the BGS
Digital Geological map of Great Britain at 1:10,000 scale and is
designed for users carrying out preliminary site assessments who
require geological maps for the area around a site. This mapping
may be more up to date than previously published paper maps.
The various geological layers - artificial and landslip deposits,
superficial geology and solid (bedrock) geology are displayed in
separate maps, but superimposed on the final 'Combined Surface
Geology' map. All map legends feature on this page.
Please Note: Not all of the layers have complete nationwide
coverage, so availability of data for relevant map sheets is
indicated below.
Geology 1:10,000 Maps Coverage
Lex Code
Rock Name
Rock Type
Min and Max Age
ALV
Alluvium
Clay and Silt
Flandrian - Flandrian
ECTN
Ecton Member
Sand and Gravel
Devensian Devensian
ODT
Oadby Member
Diamicton
Anglian - Anglian
BOZE
Bozeat Till
Diamicton
Quaternary Quaternary
GFDU
Glaciofluvial Deposits
Sand and Gravel
Quaternary Quaternary
Bedrock and Faults
Map
Colour
Geology 1:10,000 Maps
Map ID:
Map Name:
Map Date:
Bedrock Geology:
Superficial Geology:
Artificial Geology:
Faults:
Landslip:
Rock Segments:
SP97NE
2009
Available
Available
Available
Available
Not Available
Not Available
Map ID:
Map Name:
Map Date:
Bedrock Geology:
Superficial Geology:
Artificial Geology:
Faults:
Landslip:
Rock Segments:
1
SP97SE
1961
Available
Available
Available
Available
Not Available
Not Available
Geology 1:10,000 Maps - Slice A
Lex Code
Rock Name
Rock Type
Min and Max Age
KLS
Kellaways Sand Member
Sandstone and
Siltstone,
Interbedded
Callovian - Callovian
KLC
Kellaways Clay Member
Mudstone
Callovian - Callovian
OXC
Oxford Clay Formation
Mudstone
Oxfordian - Callovian
CB
Cornbrash Formation
Limestone
Callovian - Bathonian
BWC
Blisworth Clay Formation
Mudstone
Bathonian - Bathonian
BWL
Blisworth Limestone
Formation
Limestone
WBRO
Wellingborough Limestone
Member
INTERBEDDED
LIMESTONE AND
MUDSTONE
RLD
Rutland Formation
Mudstone
Bathonian - Bajocian
STAM
Stamford Member
Sandstone and
Siltstone,
Interbedded
Bathonian - Bajocian
Order Details
Order Number:
Customer Ref:
Slice:
Site Area (Ha):
Search Buffer (m):
37137693_1_1
11093
498050, 273900
A
0.01
1000
Site Details
Site at 498050, 273900
NS
Northampton Sand
Formation
Ooidal Ironstone
Aalenian - Aalenian
WHM
Whitby Mudstone Formation
Mudstone
Toarcian - Toarcian
Tel:
Fax:
Web:
Fault
0844 844 9952
0844 844 9951
04-Jan-2012
Page 1 of 5
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
BGS Boreholes
Datasheet
Order Details:
Order Number:
37137693_1_1
Customer Reference:
11093
498050, 273900
Slice:
A
Site Area (Ha):
0.01
Borehole Search Buffer (m):
1000
Site Details:
Site at 498050, 273900
Client Details:
Dr D Blythe
DAB Geotechnics
3, Tweed Avenue
Ellington
MORPETH
Northumberland
NE61 5ES
Date: 04-Jan-2012
BGS Boreholes Summary
Data Type
Page
Number
On Site
0 to 250m
251 to 500m
501 to 1000m
BGS Boreholes
pg 1
None
None
1
29
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 2012. 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.
A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.
Date: 04-Jan-2012
BGS Boreholes Detail
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
BGS Boreholes
11
BGS Reference:
Drilled Length (m):
Borehole Name:
Sp97se16
31.39
Addington Ii Sa 12d/2150
A14NW
(E)
453
2
498500
273950
Sp97se4
6
Caprons Ringstead Royalty
A12NE
(W)
519
2
497540
274000
Sp97se48
5
Caprons Ringstead Estate Th.2
A18NE
(N)
727
2
498080
274630
Sp97se47
5.03
Caprons Ringstead Estate Th.1
A17SE
(NW)
744
2
497440
274330
Sp97se111
4.9
Raunds
A7NE
(SW)
797
2
497450
273380
Sp97se517
Not Supplied
Stanwick Merrick Land 84
A7NW
(SW)
803
2
497340
273530
Sp97se534
Not Supplied
A7NE
(SW)
814
2
497420
273390
Sp97se506
Not Supplied
Stanwick Arc Land 73
A7NE
(SW)
825
2
497440
273350
Sp97se519
Not Supplied
A12SW
(SW)
831
2
497290
273570
Sp97se516
Not Supplied
A7NW
(SW)
838
2
497360
273430
Sp97se518
Not Supplied
A7NW
(SW)
859
2
497310
273470
Sp97se1
5
Caprons Ringstead Estate No.3
A18NE
(N)
863
2
498300
274730
Sp97se521
Not Supplied
A12SW
(W)
881
2
497220
273610
Sp97se520
Not Supplied
A7NW
(SW)
888
2
497250
273520
Sp97se505
Not Supplied
A7NE
(SW)
895
2
497440
273250
Sp97se507
Not Supplied
A7NW
(SW)
895
2
497340
273360
BGS Boreholes
12
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
13
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
14
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
15
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
16
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
17
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
17
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
18
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
19
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
20
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
21
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
22
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
23
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
24
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
25
BGS Reference:
Drilled Length (m):
Borehole Name:
Date: 04-Jan-2012
Page 1 of 3
BGS Boreholes Detail
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
BGS Boreholes
25
BGS Reference:
Drilled Length (m):
Borehole Name:
Sp97se535
Not Supplied
A7NW
(SW)
899
2
497320
273380
Sp97se504
Not Supplied
A7SE
(SW)
902
2
497500
273190
Sp97se116
8.9
Raunds
A19SE
(NE)
916
2
498860
274330
Sp97se515
Not Supplied
A7NW
(SW)
927
2
497260
273420
Sp97se522
Not Supplied
A7NW
(W)
927
2
497190
273560
Sp97se514
Not Supplied
A7NW
(SW)
951
2
497210
273460
Sp97se501
Not Supplied
A7NW
(SW)
959
2
497350
273250
Sp97se513
Not Supplied
A7SE
(SW)
971
2
497440
273150
Sp97se502
Not Supplied
A7NW
(SW)
976
2
497240
273360
Sp97se523
Not Supplied
A7NW
(SW)
980
2
497210
273400
Sp97se508
Not Supplied
A7SE
(SW)
983
2
497500
273090
Sp97se525
Not Supplied
A12SW
(W)
995
2
497100
273610
Sp97se526
Not Supplied
A7NW
(W)
996
2
497120
273550
Sp97se527
Not Supplied
Stanwick Walker Land 94
A7NW
(SW)
1000
2
497140
273490
BGS Boreholes
26
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
27
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
28
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
29
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
30
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
31
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
32
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
33
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
33
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
34
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
35
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
36
BGS Reference:
Drilled Length (m):
Borehole Name:
BGS Boreholes
37
BGS Reference:
Drilled Length (m):
Borehole Name:
Date: 04-Jan-2012
Page 2 of 3
Data Currency and Contact Details
BGS Boreholes
Version
Update Cycle
BGS Boreholes
October 2011
Quarterly
Contact Details
2
Contact Logo
British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham,
Nottinghamshire, NG12 5GG
Telephone: 0115 936 3143
Fax: 0115 936 3276
-
Telephone: 0844 844 9952
Fax: 0844 844 9951
Date: 04-Jan-2012
Page 3 of 3
APPENDIX E
BGS Archive Borehole Records
DABGeot/11093/Final
Page 1 | Borehole SP97NE164 | Borehole Logs
Report an issue with this borehole
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Page 1 | Borehole SP97SE4 | Borehole Logs
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APPENDIX F
Mining and Ground Stability Report
DABGeot/11093/Final
Mining and Ground
Stability Datasheet
Order Details:
Order Number:
37137693_1_1
Customer Reference:
11093
498050, 273900
Slice:
A
Site Area (Ha):
0.01
Search Buffer (m):
1000
Site Details:
Site at 498050, 273900
Client Details:
Dr D Blythe
DAB Geotechnics
3, Tweed Avenue
Ellington
MORPETH
Northumberland
NE61 5ES
Date: 04-Jan-2012
Contents
Report Section and Details
Summary
Page Number
-
The Summary section provides an overview of the data contained within the report, detailing the number of data set
features or the existence of a data set in relation to the buffer selected.
For ease of reference, the report is broken down into 4 sections of data; Mining and Natural Cavities Data, Historical
Land Use Information (1:2,500), Historical Land Use Information (1:10,000) and Ground Stability Data (1:50,000).
Mining and Natural Cavities Data
1
The Mining and Natural Cavities Data section features data sets related to the existence of mining areas and their
potential hazards; and details of naturally formed cavities.
Data sets within this section are not plotted, with the exception of BGS Recorded Mineral Sites and Potential Mining
Areas which feature on the Historical Land Use Information (1:10,000) map.
Historical Land Use Information (1:2,500)
2
The Historical Land Use Information (1:2,500) section contains data captured from analysis carried out by Landmark of
1:1,250 and 1:2,500 scale historical Ordnance Survey mapping, identifying areas where, historically, the land uses were
potentially contaminative.
For the purpose of this Envirocheck module, only historical data relating to mining and ground stability has been
included and plotted on the corresponding Historical Land Use Information (1:2,500) map. This section also includes the
Subterranean Features data set, which details various man-made and man-used underground spaces obtained from the
Subterranea Britannica society.
3
The Historical Land Use (1:10,000) section covers data captured from the systematic analysis carried out by Landmark
of 1:10, 560 and 1:10,000 scale historical Ordnance Survey mapping dating back to the mid-19th century, identifying
potentially contaminative past industrial land uses.
For the purpose of this Envirocheck module, only data relating to mining and ground stability has been included and
plotted on the accompanying Historical Land Use Information (1:10,000) map.
Ground Stability Data (1:50,000)
4
The Ground Stability (1:50,000) section includes the BGS Geosure data suite, reporting features to 250m and plotted
onto 3 separate maps. Also reported is brine subsidence, brine mining and salt mining data sets, of which Brine
Pumping and Salt Mining Related Features are plotted, and subsidence insurance claims and insurance investigations
data, which is not plotted.
Motion Map Data (1:2,500)
-
The Motion Map Data (1:2,500) section contains data which is plotted to indicate long-term stability trends from analysis
of satellite radar data.
Historical Map List
5
The Historical Map List section details the historical mapping that has been analysed for your site, in relation to the
Historical Land Use Information sections.
Data Currency
6
Data Suppliers
8
Useful Contacts
9
Copyright Notice
© Landmark Information Group Limited 2012. 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, and the Environment Agency, 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.
© Copyright Peter Brett Associates LLP & DCLG 2011. All rights reserved.
The brine subsidence data relating to the Driotwich area as provided in this report is derived from JPB studies and physical monitoring
undertaken annually over more than 35 years. For more detailed interpretation contact [email protected]. JPB retain the copyright and
intellectual rights to this data and accept no liability for any loss or damage, including in direct or consequential loss, arising from the use of this
data.
Date: 04-Jan-2012
Summary
Page
Number
Data Type
On Site
0 to 250m
251 to 500m
501 to 1000m
pg 1
1
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Extractive Industries or Potential Excavations from 1855-1909
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Man Made Mining Cavities
Mining Instability
Natural Cavities
Potential Mining Areas
pg 2
Subterranean Features
1
Air Shafts
Disturbed Ground
General Quarrying
Heap, unknown constituents
pg 3
Mineral Railway
1
Mining & quarrying general
Mining of coal & lignite
Quarrying of sand & clay, operation of sand & gravel pits
pg 3
3
Former Marshes
Potentially Infilled Land (Non-Water)
Potentially Infilled Land (Water)
Date: 04-Jan-2012
Summary
Page
Number
Data Type
On Site
0 to 250m
251 to 500m
501 to 1000m
n/a
n/a
n/a
Brine Pumping Related Features
Brine Subsidence Solution Area
pg 4
Yes
n/a
n/a
pg 4
Yes
n/a
n/a
pg 4
n/a
n/a
pg 4
Yes
n/a
n/a
pg 4
Yes
Yes
n/a
n/a
pg 4
Yes
Yes
n/a
n/a
Subsidence Insurance Claims
n/a
n/a
Subsidence Investigations
n/a
n/a
n/a
n/a
Yes
Salt Mining Related Features
Motion Map
Date: 04-Jan-2012
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
956
1
498938
273551
1
Site Name:
Location:
Source:
Reference:
Type:
Status:
Operator:
Operator Location:
Periodic Type:
Geology:
Commodity:
Scaley Farm Pit
Scalley Farm, Raunds, Northamptonshire
120803
Opencast
Ceased
Unknown Operator
Not Supplied
Jurassic
Cornbrash Formation
Limestone
A9NE
(E)
In an area which may not be affected by coal mining
No Hazard
Date: 04-Jan-2012
Page 1 of 9
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
228
-
498135
274115
2
Pond
Use:
First Map Published 1972
Date:
Last Map Published N/A
Date:
A13NE
(N)
Date: 04-Jan-2012
Page 2 of 9
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
A13NW
(W)
296
-
497774
274009
A7SE
(SW)
946
-
497527
273117
A17NE
(NW)
995
-
497633
274807
A18NW
(N)
1000
-
497829
274880
Mineral Railway
3
Use:
Date of Mapping:
Not Supplied
1887
4
Use:
Date of Mapping:
Not Supplied
1991
5
Use:
Date of Mapping:
Not Supplied
1991
6
Use:
Date of Mapping:
Not Supplied
1991
Date: 04-Jan-2012
Page 3 of 9
Map
ID
Quadrant
Reference
(Compass
Direction)
Details
Estimated
Distance
From Site
Contact
NGR
A13NE
(N)
0
1
498050
273904
A13NE
(N)
0
1
498050
273904
A13NW
(N)
29
1
498043
273932
A13SW
(SW)
118
1
497969
273819
A13SE
(E)
180
1
498229
273891
A13NE
(N)
0
1
498050
273904
A13SE
(SE)
4
1
498052
273902
A13SE
(E)
164
1
498203
273847
A13NE
(N)
0
1
498050
273904
A13NE
(N)
0
1
498050
273904
A13SE
(E)
164
1
498203
273847
A13NE
(NE)
217
1
498176
274081
A13SE
(SE)
4
1
498052
273902
A13SW
(SW)
118
1
497969
273819
The site does not fall within the brine compensation area.
Brine Subsidence Solution Area
The site does not fall within the brine subsidence solution area.
7
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
No Hazard
8
Hazard Potential:
Source:
Very Low
9
Hazard Potential:
Source:
Very Low
10
Hazard Potential:
Source:
Low
11
Hazard Potential:
Source:
Very Low
12
Hazard Potential:
Source:
Low
13
Hazard Potential:
Source:
Very Low
Hazard Potential:
Source:
No Hazard
14
Hazard Potential:
Source:
Moderate
15
Hazard Potential:
Source:
Low
16
Hazard Potential:
Source:
Moderate
Hazard Potential:
Source:
No Hazard
Hazard Potential:
Source:
No Hazard
Date: 04-Jan-2012
Page 4 of 9
Historical Map List
The following mapping has been analysed for Historical Land Use Information (1:2,500):
1:2,500
Mapsheet
Published Date
Northamptonshire
033_10
1885
Northamptonshire
033_10
1900
Northamptonshire
033_10
1926
Ordnance Survey Plan
SP9873
1971
SP9773
1972
SP9774
1972
SP9874
1972
The following mapping has been analysed for Historical Land Use Information (1:10,000):
1:10,560
Mapsheet
Published Date
Northamptonshire
033_NW
1887
Northamptonshire
033_SW
1888
Northamptonshire
033_NE
1889
Northamptonshire
033_SE
1889
Huntingdonshire
016A_NE
1891
Northamptonshire
033_NE
1901
Northamptonshire
033_NW
1901
Northamptonshire
033_SE
1901
Northamptonshire
033_SW
1901
Huntingdonshire
016A_NE
1902
Northamptonshire
033_NE
1927
Northamptonshire
033_NW
1927
Northamptonshire
033_SE
1927
Northamptonshire
033_SW
1927
Northamptonshire
033_NE
1938
Northamptonshire
033_NW
1938
Northamptonshire
033_SE
1938
Northamptonshire
033_SW
1938
Huntingdonshire
016A_NE
1953
SP97NE
1958
SP97SE
1958
1:10,000
Mapsheet
Published Date
SP97SE
1991
SP97NE
1995
Date: 04-Jan-2012
Page 5 of 9
Data Currency
Mining and Cavities Data
Version
Update Cycle
October 2011
Bi-Annually
The Coal Authority - Mining Report Service
August 2011
As notified
November 2011
Bi-Annually
October 2000
Not Applicable
November 2011
Bi-Annually
February 2011
Not Applicable
Version
Update Cycle
July 2011
Bi-Annually
Version
Update Cycle
November 2002
Not Applicable
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
February 2011
Annually
Subsidence Insurance Claims
SP Property Services
May 2011
Quarterly
Subsidence Investigations
CET Group
May 2011
Quarterly
Man Made Mining Cavities
Mining Instability
Ove Arup & Partners
Natural Cavities
Subterranean Features
Cheshire Brine Subsidence Compensation Board
Date: 04-Jan-2012
Page 6 of 9
Data Currency
Version
Update Cycle
Motion Map
Nigel Press Associates - Hampshire
Nigel Press Associates - Cambridge
Nigel Press Associates - Ipswich
Nigel Press Associates - Norwich
Nigel Press Associates - Peterborough
Nigel Press Associates - Barnstaple
Nigel Press Associates - Derbyshire
Nigel Press Associates - Humberside
Nigel Press Associates - Kent
Nigel Press Associates - Lincolnshire
Nigel Press Associates - Nottinghamshire
Nigel Press Associates - Birmingham
Nigel Press Associates - Bournemouth
Nigel Press Associates - Brighton
Nigel Press Associates - Bristol
Nigel Press Associates - Cardiff
Nigel Press Associates - Central London
Nigel Press Associates - Cheltenahm
Nigel Press Associates - Coventry
Nigel Press Associates - Crawley
Nigel Press Associates - Edinburgh
Nigel Press Associates - Exeter
Nigel Press Associates - Glasgow
Nigel Press Associates - Isle of Wight
Nigel Press Associates - Leeds
Nigel Press Associates - Leicester
Nigel Press Associates - Liverpool
Nigel Press Associates - Manchester
Nigel Press Associates - Milton Keynes
Nigel Press Associates - Newcastle
Nigel Press Associates - Northwich
Nigel Press Associates - Nottingham
Nigel Press Associates - Oxford
Nigel Press Associates - Plymouth
Nigel Press Associates - Portsmouth
Nigel Press Associates - Preston
Nigel Press Associates - Reading
Nigel Press Associates - Sheffield
Nigel Press Associates - Stoke
Nigel Press Associates - Swindon
Nigel Press Associates - Tonbridge
Nigel Press Associates - North London
Nigel Press Associates - Head Office
February 2011
January 2011
January 2011
January 2011
January 2011
July 2010
July 2010
July 2010
July 2010
July 2010
July 2010
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
May 2009
November 2008
September 2008
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
As notified
Date: 04-Jan-2012
Page 7 of 9
Data Suppliers
A selection of organisations who provide data within this report
Data Supplier
Data Supplier Logo
Ordnance Survey
British Geological Survey
The Coal Authority
Ove Arup
Wardell Armstrong
Johnson Poole & Bloomer
Date: 04-Jan-2012
Page 8 of 9
Useful Contacts
Contact
1
Name and Address
British Geological Survey, Kingsley Dunham Centre, Keyworth,
Nottingham, Nottinghamshire, NG12 5GG
-
Date: 04-Jan-2012
Contact Details
Telephone: 0115 936 3143
Fax: 0115 936 3276
Telephone: 0844 844 9952
Fax: 0844 844 9951
Page 9 of 9
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
DABGeot/11093/Final
APPENDIX G
Flood Risk Assessment
DABGeot/11093/Final
FLOOD RISK ASSESSMENT
The following flood risk assessment has been carried out in accordance with the National Planning Policy
Framework (NPPF) (Department for Communities and Local Government, 2012a) using the Technical
Guidance (Department for Communities and Local Government, 2012b), but is set out in the order that is
shown on the proforma in Appendix B of the revised guidance document for the former PPS25:
‘Development and Flood Risk’ (Department for Communities and Local Government, 2009) with
identical section headings and numbering where possible.
1. DEVELOPMENT DESCRIPTION AND LOCATION
1a. Type of Development and Location
It is proposed to develop a quarry on arable land at Ringstead Grange Farm and to restore the site by
backfilling the mineral workings with overburden, quarry discard and imported inert material. The site is
located about 1.5km south-west of Ringstead and 2km north-west of Raunds in an area administered by
East Northamptonshire and Northamptonshire County Councils (Figure 1). The Grid Reference for the
centre of the site has been taken as 498050 273900 (1/50,000 scale Ordnance Survey Map Sheet 141
Kettering, Corby & Surrounding Area).
1b. Vulnerability
Table 2 of the Technical Guidance to the NPPF classifies mineral workings as, ‘less vulnerable’,
development. Landfill sites are considered to be, ‘more vulnerable’.
1c. Local Development Documents
The site at Ringstead Grange is identified on Northamptonshire County Council’s Minerals and Waste
Development Framework, Location of Mineral Development Plan (Site MA9) which was published in
March 2011. A Catchment Flood Management Plan (Environment Agency, 2009) and Strategic Flood
Risk Assessment (Faber Maunsell/AECOM, 2006 and URS Scott Wilson, 2011) have been prepared for
the area.
1d. Sequential/Exception Test
With regard to the Sequential Test, the proposed development is shown on the Environment Agency
Flood Map (Appendix A) to be in Flood Zone 1 and cannot therefore be moved to an area of lower flood
risk. Mineral workings, other than those for sand and gravel, are classified as, ‘less vulnerable’, in terms
of their flood risk, whilst landfill sites are considered to be, ‘more vulnerable’. Table 3 of the Technical
guidance to the NPPF indicates that an exception test is not required for less or more vulnerable sites in
Flood Zone 1.
1e. Risk of Flooding to Occupants during and after Restoration
There will be no dwellings on the site during its operation or following its restoration. The health and
safety of quarry operatives will be adequately assessed and monitored in line with the existing safety
legislation: principally the Quarries Regulations, 1999. Surface and groundwaters will be properly
managed. Any flooding of the quarry floor will not pose a risk to members of the public or other
properties. The quarry will be restored to agriculture, together with areas of ecological interest which will
partly comprise wetland features. The existing landform will be largely replicated.
G1
DABGeot/11093/Final
2. DEFINITION OF FLOOD HAZARD
2a. Sources of Flooding
The site is not at risk of flooding from rivers or, ‘blue-line’, watercourses. The proposed working area,
which is shown on the Working Scheme Plan (Dwg. No. R15/03), lies about 0.5km due east of the River
Nene. The difference in elevation between the site and the river is at least 23m. An unnamed tributary of
Hog Dyke flows along the south-eastern boundary, but this occupies a wooded valley whose depth well
exceeds any likely flood levels. There are no records of any historic fluvial flooding of the site.
The Ordnance Survey topographic plans indicate that surface gradients are generally directed away from
the site boundary. Agricultural drainage is present on the site and although a number of drainage ditches
can be observed detailed plans are not available. Areas of standing water may well form on the site during
prolonged periods of inclement weather when the drainage capacity is exceeded, but these are not
permanent. Flooding may occur if the drainage channels in the proposed development prove inadequate or
if pumping operations are suspended, but this will be confined within the mineral workings. The effect
will be minor and the risk is fully accepted by the developer. The mineral workings will be backfilled and
the existing landform replicated. An agricultural drainage system will be installed and greenfield runoff
rates will be re-established so that the risk of pluvial flooding both within and downstream of the site will
be no greater than at present.
It is anticipated that some groundwater will be encountered during the operation of the site (see Section 4
of the main report). The quarry workings may flood if there is a temporary suspension in pumping
operations, but the effects will be minor and temporary in nature and the risk is again fully accepted by
the developer.
There are no sewers on the site and there are no plans to use sewers for drainage purposes.
Rainfall levels may rise during the working life of the site and post-restoration as a consequence of
climate change. Discharge flows will be controlled at greenfield rates, but these are also expected to
increase. The risk of downstream flooding should therefore be no greater post-restoration. Additional
retention will be provided by creating the wetland areas along the north-western, western and southeastern margins of the site. These are shown on the Concept Restoration Scheme Plan (Dwg. No. R15/04).
2b. How Flooding Could Occur
It is possible that during periods of prolonged inclement weather, the proposed excavations may become
partly flooded as a consequence of surface runoff. Flooding may also occur as a consequence of
groundwater inflow. This will depend on the capacity of the drainage channels that will be formed in the
workings and the capacity and reliability of any pumps that may be deployed. This operational hazard is
relatively commonplace in quarrying and is fully accepted by the developer. It will not affect any
properties lying outside the quarry.
2c. Existing Surface Drainage
The proposed quarry site is currently used for agricultural purposes. An agricultural drainage system is
thought to be in place, but detailed plans are not available.
G2
DABGeot/11093/Final
3. PROBABILITY
3a. Flood zones
Extracts from the Environment Agency’s Flood Map are provided in Appendix A. The map shows that
the extension site is located in Flood Zone 1 (i.e. in an area that has less than 0.1% AEP of flooding).
3b. Strategic Flood Risk Assessment
A Strategic Flood Risk Assessment has been prepared for the area administered by East Northamptonshire
Council (Faber Maunsell, 2006 & URS Scott Wilson, 2011). This confirms that the proposed quarry site
lies in Flood Zone 1.
3c. Probability of Flooding
The principle risk of flooding relates to the capacity of the drainage system during the operation of the
quarry and its ability to conduct water at an adequate rate. The drainage system will therefore be designed
with this in mind. However, the consequences of partial inundation of the mineral workings are minor and
are accepted by the developer.
The design of the restoration drainage system will be in line with the usual standards for agricultural
restoration. An adequate level of protection will be provided against flooding. Putting aside any changes
that might arise due to climate change, the risk of flooding on the site should remain at pre-development
levels because the existing landform will be replicated.
3d. Runoff
It is proposed to discharge water from the quarry workings into an unnamed tributary of Hog Dyke
following its treatment (see Section 5.1 of the main report). The discharge flows will be at or below
greenfield rates. This watercourse is located along the south-eastern perimeter of the site and will continue
to form an important drainage path post-restoration (Concept Restoration Scheme Plan, Dwg. No.
R15/04).
4. CLIMATE CHANGE
Surface runoff from the extension site would be expected to increase as a consequence of the greater
intensities of rainfall that might occur due to climate change, unless it can infiltrate the exposed bedrock.
The design of the site drainage system should therefore cater for an increase in rainfall intensity of 10%
during quarrying and 10% for the post-restoration period. This assumes that development will commence
in 2012 and will be completed within an 11 to 15 year timeframe. These increases are in line with the
recommendations given in the Technical guidance to the NPPF (Table 5). Greenfield runoff rates might
be expected to increase similarly. Predicted increases in river flows will not affect the site because of its
location.
G3
DABGeot/11093/Final
5. DETAILED DEVELOPMENT PROPOSALS
An account of the proposed development is provided in the Environmental Statement and Section 1.4 of
the main report. Details are shown on the Working Scheme Plan (Dwg. No. R15/03) and the Indicative
Phasing Plans (Dwg. No. R15/05). The layout of the site is governed by the geology of the area, in
particular the location of the mineral reserves.
None of the areas most sensitive to flooding, such as the site offices, is considered to be at risk because
the drainage system will be designed to ensure that major flooding does not occur. Mobile plant will be
used to excavate and process the limestone and deposit the fill materials and can be quickly evacuated
from any areas that could become flooded. Fuel oils will be stored in accordance with the Control of
Pollution (Oil Storage) (England) Regulations 2001.
6. FLOOD RISK MANAGEMENT
The site is not in a flood risk area and the proposed working areas are considered to be secure because of
their location. No protective measures are required as there are no likely sources of external flooding. The
risk of flooding is limited to surface runoff and groundwater within the development area itself. Climate
change may increase this risk during the operation of the quarry, but it will not affect properties lying
outside the site boundary.
7. OFF-SITE IMPACTS
7a. Impact of Flood Prevention Measures
The proposed quarry site is not located in a floodplain so there will be no loss of flood storage capacity or
conveyance. There will be no works carried out in watercourses that might otherwise affect flood flows.
7b. Runoff
During the Operation of the Quarry
The rate and volume of surface runoff will increase after the stripping of soils and the removal of
overburden. However, all such runoff will be contained within the quarry by the excavated slopes and cutoff ditches and some will be able to infiltrate the exposed bedrock.
Upon Completion of the Quarry
The developer is aware of the Environment Agency’s intention to prevent increased runoff from
development sites, even in Flood Zone 1. The site will be restored to agriculture with areas of ecological
interest, some of which will comprise wetland features. The present landform will be replicated and
greenfield runoff rates will be re-established with some additional storage capacity along the northwestern, western and south-eastern margins of the site. There will be no increased risk of downstream
flooding.
G4
DABGeot/11093/Final
8. RESIDUAL RISKS
8a. Residual Flood Related Risks
The site lies in Flood Zone 1 and is elevated above the natural watercourses in the area. The residual risk
of flooding from these sources (i.e. in the event of a flood of greater than 0.1% AEP) is negligible. The
excavations may become partly flooded should a severe rainstorm occur and the drainage system proves
inadequate. This would not present a risk to site personnel or mobile plant. Partial flooding of quarry
excavations is relatively commonplace and this is fully accepted by the operator. Post-restoration, such
severe runoff may exceed the capacity of the drainage system, although this will be designed to take into
account the predicted effects of climate change. Some parts of the site could become water laden, as may
reflect the current situation, but only on a temporary basis. The existing landform will be replicated and
additional attenuation will be provided by creating wetland areas.
8b. Management of Residual Risks
Residual risks of flooding will be managed by the developer and site operator, Mick George Ltd.
G5
DABGeot/11093/Final
APPENDIX H
Attenuation Storage Calculations
DABGeot/11093/Final
Site
Ringstead Grange Quarry
After the development of the Boxcut (Phase 1)
Area (ha)
Groundwater Flow (l/s)
13.5
Lagoon Outflow (l/s)
32
0.09
Climate Change Factor
1.1
Rainfall Totals (mm)
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
0.08
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
0.16
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
0.24
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
0.32
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
0.65
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
0.97
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
1.30
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
1.94
3.89
Return Period (years)
Duration (minutes)
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
7.78
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
11.66
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
15.55
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
23.33
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
31.10
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
40.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
62.21
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
81.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
123.12
Storage Required (m3)
Duration (minutes)
15
430.15
2065.13
2669.53
3092.75
3719.42
4764.86
6096.91
30
578.14
2617.05
3343.21
3846.63
4584.67
5802.37
7333.41
45
677.13
2980.37
3782.27
4334.69
5139.56
6461.21
60
752.36
3256.07
4114.40
4702.46
5556.34
6952.24
8683.75
120
944.88
3977.25
4978.14
5656.79
6633.92
8210.99
10142.97
180
1051.27
4429.65
5518.15
6251.74
7303.12
8988.60
11039.38
240
1117.57
4755.82
5909.66
6684.83
7788.19
9552.37
11684.83
360
1180.36
5209.16
6456.56
7291.13
8473.19
10347.26
12597.04
720
1116.29
5878.68
7296.86
8233.89
9549.60
11615.24
14061.03
8109.56
1440
382.27
5668.87
7180.60
8169.61
9546.20
11680.15
14176.43
2160
-547.78
5049.19
6611.41
7627.15
9034.93
11203.03
13717.13
2880
-1572.86
4245.37
5841.75
6875.31
8302.39
10489.80
13012.81
4320
-3799.74
2290.25
3922.26
4972.16
6412.61
8608.92
11121.54
5760
-6139.48
139.10
1791.91
2850.71
4300.07
6496.39
8997.13
7500
-9055.08
-2608.70
-938.07
128.16
1580.49
3773.84
6259.73
11520
-16000.36
-9295.59
-7602.69
-6529.03
-5073.73
-2892.27
-440.53
15000
-22150.85
-15297.57
-13594.28
-12519.14
-11065.32
-8897.22
-6472.22
22800
-36184.82
-29114.73
-27404.01
-26328.87
-24885.45
-22745.57
-20372.54
Storage Required for Discharge Flow Limited to
Return Period
Maximum Storage (m3)
32
l/s
1
10
20
30
50
100
200
1180.4
5878.7
7296.9
8233.9
9549.6
11680.1
14176.4
14000
12000
10000
Storage (m3)
8000
1 Year
10 Years
20 Years
30 Years
6000
50 Years
100 Years
4000
2000
0
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
14000
12000
Storage (m3)
10000
8000
6000
4000
2000
0
0
10
20
30
40
50
Return Period (Years)
60
70
80
90
100
Site
Around Phase 5
Area (ha)
15.6
32
0.29
1.1
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
0.26
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
0.52
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
0.78
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
1.04
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
2.09
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
3.13
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
4.18
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
6.26
Duration (minutes)
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
12.53
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
25.06
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
37.58
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
75.17
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
100.22
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
130.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
200.45
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
261.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
396.72
7049.96
50.11
Duration (minutes)
15
501.71
2391.02
3089.43
3578.49
4302.65
5510.71
30
677.37
3033.44
3872.56
4454.29
5307.14
6714.26
45
796.41
3457.92
4384.56
5022.92
5952.99
7480.23
9384.99
60
887.99
3781.16
4773.01
5452.55
6439.25
8052.29
10053.14
120
1129.04
4633.12
5789.70
6573.91
7703.04
9525.43
11757.95
180
1270.57
5174.47
6432.30
7280.00
8494.93
10442.59
12812.39
240
1365.77
5569.97
6903.30
7799.05
9074.04
11112.65
13576.82
360
1475.51
6131.02
7572.46
8536.85
9902.78
12068.38
14668.12
8483.45
720
1513.01
7016.22
8655.00
9737.80
11258.17
13645.13
16471.38
1440
887.88
6996.84
8743.73
9886.58
11477.32
13943.21
16827.80
2160
36.24
6503.84
8309.08
9482.82
11109.59
13614.95
16520.14
2880
-925.22
5798.06
7642.76
8837.10
10486.18
13013.84
15929.33
4320
-3052.36
3984.96
5870.84
7084.06
8748.58
11286.54
14190.01
5760
-5309.90
1945.34
3855.25
5078.76
6753.58
9291.54
12181.28
7500
-8139.95
-690.79
1239.71
2471.80
4150.04
6684.58
9557.16
11520
-14920.10
-7172.36
-5216.12
-3975.46
-2293.78
227.03
3060.14
15000
-20949.13
-13029.79
-11061.54
-9819.16
-8139.19
-5633.83
-2831.60
22800
-34749.52
-26579.64
-24602.81
-23360.42
-21692.47
-19219.72
-16477.55
Return Period
32
l/s
1
10
20
30
50
100
200
1513.0
7016.2
8743.7
9886.6
11477.3
13943.2
16827.8
16000
14000
12000
10000
Storage (m3)
1 Year
10 Years
8000
20 Years
30 Years
50 Years
6000
100 Years
4000
2000
0
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
16000
14000
12000
Storage (m3)
10000
8000
6000
4000
2000
0
0
10
20
30
40
50
60
70
80
90
100
Site
Around Phase 11
Area (ha)
13.5
32
0.37
1.1
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
0.33
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
0.67
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
1.00
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
1.33
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
2.66
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
4.00
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
5.33
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
7.99
Duration (minutes)
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
15.98
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
31.97
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
47.95
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
95.90
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
127.87
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
166.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
255.74
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
333.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
506.16
63.94
Duration (minutes)
15
430.40
2065.38
2669.78
3093.00
3719.67
4765.11
6097.16
30
578.65
2617.55
3343.72
3847.13
4585.18
5802.88
7333.91
45
677.89
2981.12
3783.02
4335.44
5140.31
6461.96
60
753.37
3257.08
4115.41
4703.47
5557.35
6953.25
8684.76
120
946.90
3979.27
4980.16
5658.80
6635.93
8213.00
10144.99
180
1054.30
4432.67
5521.18
6254.77
7306.15
8991.62
11042.41
240
1121.60
4759.85
5913.69
6688.86
7792.22
9556.40
11688.86
360
1186.41
5215.21
6462.61
7297.18
8479.24
10353.31
12603.09
720
1128.38
5890.78
7308.95
8245.99
9561.70
11627.33
14073.13
8110.31
1440
406.46
5693.06
7204.79
8193.80
9570.39
11704.34
14200.62
2160
-511.49
5085.48
6647.70
7663.44
9071.22
11239.32
13753.42
2880
-1524.47
4293.76
5890.13
6923.69
8350.78
10538.18
13061.20
4320
-3727.16
2362.82
3994.84
5044.73
6485.18
8681.50
11194.12
5760
-6042.71
235.87
1888.68
2947.48
4396.84
6593.16
9093.90
7500
-8929.08
-2482.70
-812.07
254.16
1706.49
3899.84
6385.73
11520
-15806.83
-9102.05
-7409.15
-6335.50
-4880.20
-2698.73
-247.00
15000
-21898.85
-15045.57
-13342.28
-12267.14
-10813.32
-8645.22
-6220.22
22800
-35801.78
-28731.69
-27020.97
-25945.83
-24502.41
-22362.53
-19989.50
Return Period
32
l/s
1
10
20
30
50
100
200
1186.4
5890.8
7309.0
8246.0
9570.4
11704.3
14200.6
14000
12000
10000
Storage (m3)
8000
1 Year
10 Years
20 Years
30 Years
6000
50 Years
100 Years
4000
2000
0
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
14000
12000
Storage (m3)
10000
8000
6000
4000
2000
0
0
10
20
30
40
50
60
70
80
90
100
Site
Around Phase 16
Area (ha)
15.0
32
1.13
1.1
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
1.02
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
2.03
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
3.05
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
4.07
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
8.14
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
12.20
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
16.27
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
24.41
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
48.82
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
97.63
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
146.45
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
195.26
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
292.90
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
390.53
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
508.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
781.06
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
1017.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
1545.84
Duration (minutes)
Duration (minutes)
15
482.07
2298.72
2970.27
3440.52
4136.82
5298.42
6778.47
30
650.63
2916.08
3722.93
4282.28
5102.33
6455.33
8156.48
45
764.75
3323.90
4214.90
4828.70
5723.00
7191.50
60
852.47
3634.37
4588.07
5241.47
6190.22
7741.22
9665.12
120
1082.89
4452.19
5564.29
6318.34
7404.04
9156.34
11302.99
180
1217.60
4971.35
6180.80
6995.90
8164.10
10036.85
12315.50
240
1307.77
5350.27
6632.32
7493.62
8719.57
10679.77
13049.17
360
1410.56
5887.01
7273.01
8200.31
9513.71
11596.01
14095.76
15821.47
9023.00
720
1438.42
6729.97
8305.72
9346.87
10808.77
13103.92
1440
820.93
6694.93
8374.63
9473.53
11003.08
13374.13
16147.78
2160
-14.35
6204.50
7940.30
9068.90
10633.10
13042.10
15835.55
2880
-955.24
5509.46
7283.21
8431.61
10017.26
12447.71
15251.06
4320
-3033.35
3733.30
5546.65
6713.20
8313.70
10754.05
13545.85
5760
-5236.87
1739.33
3575.78
4752.23
6362.63
8802.98
11581.58
7500
-7997.70
-835.05
1021.20
2205.90
3819.60
6256.65
9018.75
11520
-14608.64
-7158.89
-5277.89
-4084.94
-2467.94
-44.09
2680.06
15000
-20485.05
-12870.30
-10977.75
-9783.15
-8167.80
-5758.80
-3064.35
22800
-33932.31
-26076.66
-24175.86
-22981.26
-21377.46
-18999.81
-16363.11
Return Period
32
l/s
1
10
20
30
50
100
200
1438.4
6730.0
8374.6
9473.5
11003.1
13374.1
16147.8
16000
14000
12000
10000
Storage (m3)
1 Year
10 Years
8000
20 Years
30 Years
50 Years
6000
100 Years
4000
2000
0
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
16000
14000
12000
Storage (m3)
10000
8000
6000
4000
2000
0
0
10
20
30
40
50
60
70
80
90
100
Site
Around Phase 11
Equivalent Impermeable Area (ha)
11.5
32
0.37
1.1
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
0.33
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
0.67
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
1.00
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
1.33
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
2.66
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
Duration (minutes)
4.00
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
5.33
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
7.99
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
15.98
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
31.97
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
47.95
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
95.90
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
127.87
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
166.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
255.74
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
333.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
506.16
63.94
Duration (minutes)
15
362.42
1755.18
2270.04
2630.56
3164.39
4054.95
5189.66
30
484.49
2221.33
2839.92
3268.75
3897.46
4934.76
6238.97
45
564.81
2526.82
3209.92
3680.50
4366.13
5491.98
6896.13
60
624.89
2757.68
3488.85
3989.79
4717.17
5906.27
7381.26
120
772.88
3356.01
4208.62
4786.72
5619.09
6962.52
8608.29
180
847.50
3725.37
4652.62
5277.53
6173.15
7608.92
9355.89
240
887.96
3987.21
4970.11
5630.44
6570.34
8073.16
9889.70
360
909.43
4341.37
5403.97
6114.90
7121.84
8718.27
10634.75
758.78
4815.64
6023.71
6821.93
7942.72
9702.33
11785.79
1440
-58.62
4444.78
5732.55
6575.04
7747.69
9565.50
11691.96
2160
720
-1043.01
3724.78
5055.56
5920.82
7120.04
8966.94
11108.58
2880
-2108.35
2847.92
4207.79
5088.23
6303.90
8167.24
10316.48
4320
-4389.58
798.18
2188.42
3082.77
4309.82
6180.76
5760
-6766.95
-1418.53
-10.58
891.36
2126.00
3996.94
6127.20
7500
-9714.92
-4223.56
-2800.43
-1892.16
-654.99
1213.42
3331.03
11520
-16703.99
-10992.51
-9550.41
-8635.82
-7396.12
-5537.83
-3449.32
15000
-22871.91
-17033.93
-15582.98
-14667.12
-13428.68
-11581.78
-9516.04
22800
-36908.16
-30885.49
-29428.21
-28512.35
-27282.77
-25459.91
-23438.44
Return Period
32
8321.14
l/s
1
10
20
30
50
100
200
909.4
4815.6
6023.7
6821.9
7942.7
9702.3
11785.8
11000
9000
7000
5000
Storage (m3)
1 Year
10 Years
3000
20 Years
30 Years
50 Years
1000
100 Years
-1000
-3000
-5000
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
12000
10000
Storage (m3)
8000
6000
4000
2000
0
0
10
20
30
40
50
60
70
80
90
100
Site
Around Phase 16
Equivalent Impermeable Area (ha)
12.8
32
1.13
1.1
1
10
20
30
50
100
200
Groundwater
Volume (m3)
15
3.09
14.10
18.17
21.02
25.24
32.28
41.25
1.02
30
4.28
18.01
22.90
26.29
31.26
39.46
49.77
2.03
45
5.14
20.65
26.05
29.77
35.19
44.09
55.19
3.05
60
5.84
22.70
28.48
32.44
38.19
47.59
59.25
4.07
120
7.91
28.33
35.07
39.64
46.22
56.84
69.85
8.14
180
9.40
32.15
39.48
44.42
51.50
62.85
76.66
12.20
240
10.62
35.12
42.89
48.11
55.54
67.42
81.78
16.27
360
12.59
39.72
48.12
53.74
61.70
74.32
89.47
24.41
720
16.80
48.87
58.42
64.73
73.59
87.50
103.97
48.82
1440
21.14
56.74
66.92
73.58
82.85
97.22
114.03
97.63
2160
24.16
61.85
72.37
79.21
88.69
103.29
120.22
146.45
2880
26.54
65.72
76.47
83.43
93.04
107.77
124.76
195.26
4320
30.11
71.12
82.11
89.18
98.88
113.67
130.59
292.90
5760
32.92
75.20
86.33
93.46
103.22
118.01
134.85
390.53
7500
35.72
79.13
90.38
97.56
107.34
122.11
138.85
508.50
11520
40.78
85.93
97.33
104.56
114.36
129.05
145.56
781.06
15000
44.23
90.38
101.85
109.09
118.88
133.48
149.81
1017.00
22800
50.29
97.90
109.42
116.66
126.38
140.79
156.77
1545.84
Duration (minutes)
Duration (minutes)
15
407.29
1957.50
2530.55
2931.83
3526.01
4517.24
5780.22
30
547.06
2480.24
3168.75
3646.07
4345.84
5500.40
6952.05
45
640.36
2824.17
3584.49
4108.27
4871.40
6124.52
7687.40
60
711.14
3085.03
3898.85
4456.42
5266.02
6589.54
8231.27
120
891.46
3766.60
4715.59
5359.05
6285.51
7780.81
9612.62
180
990.12
4193.32
5225.39
5920.94
6917.80
8515.88
10460.33
240
1050.77
4500.37
5594.38
6329.36
7375.50
9048.21
11070.10
360
1105.88
4925.78
6108.50
6899.80
8020.57
9797.46
11930.58
13305.39
720
1031.86
5547.31
6891.95
7780.40
9027.89
10986.42
1440
309.34
5321.82
6755.17
7692.90
8998.11
11021.41
13388.26
2160
-599.02
4707.73
6188.94
7152.02
8486.80
10542.48
12926.22
2880
-1597.50
3919.04
5432.64
6412.61
7765.70
9839.68
12231.87
4320
-3762.02
2012.19
3559.58
4555.04
5920.80
8003.23
10385.57
5760
-6033.54
-80.51
1486.59
2490.50
3864.70
5947.14
8318.21
7500
-8862.12
-2750.00
-1166.00
-155.05
1221.97
3301.59
5658.58
11520
-15595.52
-9238.40
-7633.28
-6615.30
-5235.46
-3167.10
-842.50
15000
-21555.42
-15057.50
-13442.52
-12423.13
-11044.70
-8989.02
-6689.75
22800
-35149.33
-28445.84
-26823.82
-25804.43
-24435.86
-22406.93
-20156.94
Return Period
32
l/s
1
10
20
30
50
100
200
1105.9
5547.3
6892.0
7780.4
9027.9
11021.4
13388.3
13000
11000
9000
7000
Storage (m3)
5000
1 Year
10 Years
20 Years
3000
30 Years
50 Years
100 Years
1000
-1000
-3000
-5000
0
200
400
600
800
1000
1200
1400
Duration (minutes)
Storage Requirement
12000
10000
Storage (m3)
8000
6000
4000
2000
0
0
10
20
30
40
50
60
70
80
90
100

ENNSTONE JOHNSTON LTD - Northamptonshire County Council

Transcription

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