3.4 - Assessment of effects on the Historic Environment

Transcription

INFRASTRUCTURE PLANNING
THE INFRASTRUCTURE PLANNING (APPLICATIONS:
PRESCRIBED FORMS AND PROCEDURE)
REGULATIONS 2009
THE NETWORK RAIL (NORTH DONCASTER CHORD)
ORDER
______________________________________________
ASSESSMENT AS TO THE EFFECTS ON SITES OR
FEATURES OF THE HISTORIC ENVIRONMENT
______________________________________________
Regulation number:
Regulation 5 2(m)
Document Ref:
Author
3.4
Mott MacDonald/Northern Archaeological
Associates
Date:
Date of revision & version
number:
9th June 2011 Rev 2.0
27th May 2011 Rev 1.1
26th April 2011 Rev 1.0
IPC reference
TR040001
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TABLE OF CONTENTS
1.
INTRODUCTION
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2.
SUMMARY
9
3.
DESCRIPTION OF THE HISTORIC HERITAGE SITES
OR FEATURES
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4.
POTENTIAL EFFECTS ON THE HISTORIC
ENVIRONMENT
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5.
CONCLUSION
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APPENDIX 1 - PLAN OF HERITAGE ASSETS
WITHIN THE STUDY AREA
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APPENDIX 2 – SUMMARY OF THE SIGNIFICANCE
OF EFFECTS ON HERITAGE ASSETS
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APPENDIX 3 – LIST OF DOCUMENTS REFERRED TO
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GLOSSARY
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1.0 INTRODUCTION
1.1 This Report on the Historic Environment relates to an application by
Network Rail Infrastructure Limited (Network Rail) to the Infrastructure
Planning Commission (IPC) under the Planning Act 2008 (the
Application) for the Network Rail (North Doncaster Chord) Order (the
DCO) which would grant powers to construct and maintain a new railway
chord (the North Doncaster Chord Development).
1.2 This Report sets out the Assessment as to the Effects of the North
Doncaster Chord Development on Sites or Features of the Historic
Environment. The assessment has been prepared for compliance with
the requirements of Regulation 5(2)(m) of the Infrastructure Planning
(Applications: Prescribed Forms and Procedure) Regulations 2009 (the
APFP Regulations) and in accordance with the Department for
Communities and Local Government guidance, ‘Planning Act 2008:
Guidance as an Application document. It is required because the
Infrastructure Planning Regulations 2009, Regulation 5(2)(m) states that
the Application should, where applicable, be accompanied by a plan with
accompanying information that identifies any statutory or non statutory
sites or features of the historic environment (including scheduled
monuments, World Heritage sites, listed buildings and other historic
structures, archaeological sites and registered battlefields), together with
an assessment of any effects on such sites, features or structures likely
to be caused by the North Doncaster Chord Development.
1.3 In this report the interpretation of the requirement for an assessment of
any effects has taken into account “any effects, which is not limited to
effects which are classified as significant under the terms of European
Directives”, and as such the guidance contained in the Application form
guidance has been taken into account. This Report on the Historic
Environment has been prepared by Mott MacDonald and Northern
Archaeological Associates (NAA) and forms part of a suite of Application
documents. The documents that have been referred to in this report are
listed in Appendix 3 and should be read alongside, and is informed by
those documents.
1.4 Network Rail intends to construct the North Doncaster Chord
Development that consists of a new railway viaduct over the East Coast
Mainline (ECML) and approximately 3.2 kilometres (km) of associated
railway line connecting two freight lines, the Askern line and the Skellow
line.
1.5 The proposed development combines the construction and operation of
a new railway flyover over the ECML (referred to as a chord) from the
Skellow line to the Askern line in the vicinity of Joan Croft level crossing,
north of Doncaster. As part of the development, Network Rail is
proposing to close Joan Croft level crossing and replace this with a
highway bridge over the ECML. The new chord will consist of two
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embankments from the Askern and Skellow Lines to a multi-span viaduct
crossing Joan Croft Lane and the ECML.
1.6 An access haul road is proposed from Holme Lane, to the east side of
Holme Lane Farm, and from Storrs Lane to the Askern Line. This will
result in the temporary creation of approximately 1.8km of new track. In
addition, a haul road of approximately 1km in length is proposed along
the western side of the proposed embankment, with the exception of the
viaduct section, and to the east of the ECML.
1.7 The assessment of effects on the historic environment takes into account
the combined results of a desk-based assessment, walkover surveys
and geophysical survey as set out in the Environmental Statement
Historic Environment Technical Appendix E (Appendix 3 DOC1 to this
assessment) (application document 4.2) and summarised in the
Environmental Statement Volume 1 Main Text Section 5.3 Historic
Environment (Appendix 3 DOC3 to this assessment) (application
document 4.1) . Consultation with Andrew Lines of the South Yorkshire
Archaeology Service was maintained throughout the duration of the
assessment and surveys and the proposed mitigation for the proposed
development has taken into account comments and agreements made
during this consultation process.
1.8 For the desk-based assessment, a study area of 1km either side of the
centre alignment of the proposed rail chord and haul roads was adopted
in order to identify all designated and undesignated heritage assets
which could be affected by the construction effects of the North
Doncaster Chord Development. In order to assess potential operational
effects of the development, this study area was extended, following
consultation with Andrew Lines of the South Yorkshire Archaeology
Service and English Heritage, to identify all designated sites within 2km
of the chord whose settings could be affected by the proposals.
1.9 Baseline surveys comprised an initial site walkover of all areas within the
development boundary; geophysical survey within undisturbed areas of
proposed landtake and a site inspection of the designated heritage
assets within 2km of the chord. The initial walkover was undertaken by
NAA during March 2010. The geophysical survey was undertaken by
GSB Prospection during May, June and August 2010. The extent of
geophysical survey is shown on Figure 2 (Appendix 1). Following
completion of the survey the route of the access haul road corridor was
changed, partially in response to avoiding impact on the well-preserved
ridge and furrow earthworks (Site 18). Following discussions with
Andrew Lines of the South Yorkshire Archaeology Service it was agreed
that additional geophysical survey of the revised route corridor was not
required. The site inspection of designated assets within 2km of the
chord was undertaken in November 2010 by Mott MacDonald’s
Landscape and Visual specialist, and a team from Doncaster
Metropolitan Borough Council (DMBC), including the Conservation
Officer. The aim of this inspection was to assess the effects of the scale
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and mass of the proposed raised elements of the development (i.e.
highway bridge and viaduct) on the designated sites and whether there
was potential for any significant visual intrusion which would cause harm
to their setting.
1.10 All identified heritage assets and the boundary of the 1km study area are
shown on the Figure 1 in Appendix 1 to this Assessment. A plan showing
the extent of geophysical survey and an indication of the location of the
main geophysical anomalies is provided in Appendix 1 Figure 2. A
summary table of all identified assets and geophysical anomalies is
provided in Appendix 2.
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2.0 SUMMARY
Designated Sites
2.1 There are four scheduled monuments and eleven listed buildings lying
within 2km of the proposed chord and haul routes. None of these sites
would be affected by the construction or operation of the chord (paras.
3.3, 3.4).
2.2 There are no conservation areas, registered parks and gardens or
historic battlefield sites within 2km of the development.
Non-designated sites
2.3 There are eight historic assets of Medium Value identified within the
study area. One of these sites – a potential Roman road (Site 12) –
crosses the scheme corridor within an area of previously disturbed
ground, immediately west of the disused power station (para. 3.5). Given
the level of previous disturbance, together with the limited nature of
construction works within the scheme corridor at this location, the
potential for any effect on this feature is considered unlikely (para. 4.4).
2.4 A possible Iron Age or Roman farmstead enclosure (Site 6) is located
approximately 400m east of the Joan Croft junction and is therefore
within reasonably close proximity to the proposed chord and road bridge.
The ill-defined ditch-like geophysical anomalies (Site 87) detected in
survey Area 10 (Appendix 1 – Figure 2) may be associated with this
enclosure (para. 3.6). There will be no impact by the development on
the enclosure although there is the potential that associated field or
trackway ditches could be present within the wider area and impacted on
by the development.
Archaeology and History ‘Important’ Hedgerows
2.5 The hedgerow on the parish boundary between Owston and Barnby Dun
(Site 59) is classified as ‘important’ under Schedule 1 Part II Criteria 1 of
the Hedgerows Regulations 1997 (para. 3.12). Approximately 76m of this
boundary will be removed by the development but this impact will be
mitigated through reinstatement and replanting in the areas of temporary
landtake (paras. 4.7 - 4.9).
2.6 There are eight hedgerows (Site 61) affected by the construction of the
proposed chord that are classed as ‘important’ under criteria 5(a) of the
Hedgerows Regulations 1997 Schedule 1 Part II, and these are shown
on Figure 1 (Appendix 1). The desk study confirmed that these
hedgerows are key features of the historic landscape and contribute to
its distinctive character and pattern (paras. 3.11, 3.12). Sections of these
boundaries will be removed by the development. This impact will be
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mitigated through reinstatement and replanting in all areas of temporary
landtake (paras. 4.10, 4.11, 4.12).
2.7 Permission to remove ‘important’ hedgerows is not required and is
therefore not included within the Planning Act 2008 (Section 33). Under
regulation 5(1)(a) of the Hedgerows Regulations 1997, a separate
proposal to remove the hedgerows (“hedgerow removal notice”) may
need to be served on the local planning authority.
Historic Landscape
2.8 The development is located within a well-preserved late medieval to
post-medieval enclosure landscape, of which the historic hedgerows and
network of lanes form key elements (paras 3.7 – 3.12). This landscape is
of local importance but of increased significance in a local context and
for the purposes of this assessment, both the landscape and its key
features are considered to be of Medium Value, reflecting its
identification by the Historic Environment Characterisation project. The
development will result in construction and operational effects on this
landscape (paras. 4.5 to 4.16 and 4.24).
Rail Network
2.9
The Rail network has historic interest and whilst it has had a dominant
impact on the historic landscape, it now forms an integral part of the
character and history of the area (para. 3.14). There will be a
construction impact on the embankment for the disused Aire Junction
and Braithwell Junction (Site 34) but the affect will be mitigated through
photographic survey (para. 4.18).
Geophysical Anomalies
2.10 A 27ha magnetometer survey has revealed two potential linear features
of archaeological origin (Sites 73 and 74) within survey Areas 5 and 6
(Appendix 1 – Figure 2). Evidence of ridge and furrow, old field
boundaries and a small number of anomalies of uncertain origin (linear
and pit-type anomalies and linear-trends) were also located within
various locations along the chord corridor (Sites 75 to 87) (para. 3.16).
The proposed development would result in the removal of the two
features of probable archaeological origin (Sites 73 and 74) and a
number of anomalies of uncertain origin identified by the geophysical
survey (Sites 75 to 87). The effects of construction will be mitigated
through a staged programme of archaeological investigation each stage
being completed and approved in writing by South Yorkshire
Archaeology Service (paras. 4.19, 4.20).
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3.0 DESCRIPTION OF THE HISTORIC HERITAGE SITES OR FEATURES
3.1 Eighty seven sites and features of potential historic environment interest
have been identified within the study area and their details are
summarised in Appendix 2 of this assessment. Of these, 74 are recorded
sites, finds or buildings of archaeological, historic or architectural interest
whose location is shown on Figure 1 in Appendix 1 to this assessment.
The remaining 11 are geophysical survey anomalies identified within the
scheme corridor as relating to old field boundaries, ridge and furrow or
pit-like features and linear trends of uncertain origin. Their location is
indicated on Figure 2 in Appendix 1.
3.2 For the purposes of this assessment sites of High Value are all
designated sites and undesignated sites classified during the
Environmental Impact Assessment as being of national importance. Sites
of Medium Value are those sites previously identified as being of county
importance and also forming key elements in the historic landscape
character as categorised by the Historic Environment Characterisation
project (www.sytimescapes.org.uk). Sites of Low Value are those sites
previously identified as being of local importance but not forming a key
element in the local historic landscape character. Definitions of
importance and sensitivity are set out in Table 2.1 of the Environmental
Statement Historic Environment Technical Appendix E (Appendix 3
DOC3 to this assessment) which is one of technical appendices to the
Environmental Statement (document 4.2).
Sites or Features of High Value
3.3 There are 15 heritage assets of High Value within the 2km study area.
These include four scheduled monuments (Sites 1, 4, 64 and 65), one
undesignated site of national importance (Site 14) and eleven listed
buildings (Sites 15 (grade I); 66 (grade II*) and 56, 57, 67 – 72 (grade II).
There are no conservation areas, registered parks and gardens or
historic battlefield sites.
3.4 None of these assets lie within or close to the chord corridor. The
nearest asset of high value is Poplar Farmhouse, a grade II listed
building (Site 56), located approximately 1.3km to the north-east of the
scheme corridor in Thorpe in Balne.
Sites or Features of Medium Value
Sites of archaeological interest
3.5 There are eight sites of Medium Value identified within the study area.
These include two possible Iron Age or Romano-British enclosures (Sites
6 and 7), an enclosure of uncertain date (Site 38), a potential Roman
road (Site 12), a deserted medieval village at Shirley Pool (Sites 16 and
17) and the site of the former medieval Rockley Hall (Sites 20 and 21).
Of these sites, only the Roman road (Site 12) lies within the scheme
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corridor. The course of this road is said to follow the line of Marsh Lane,
and would therefore cross the scheme corridor within the area of
previously disturbed ground immediately west of the disused Thorpe
Marsh Power Station.
3.6 The possible Iron Age or Roman enclosure (Site 6) is located
approximately 400m east of the Joan Croft Junction and is therefore
within reasonably close proximity to the proposed railway flyover and
highway bridge over the ECML. Whilst there is no evidence to indicate
that any settlement remains related to this site are likely to be present
within the chord corridor, the possibility that unrecorded associated
features such as trackways or field system boundaries could be present
cannot be fully discounted. Such remains may be reflected in the low
value ill-defined ditch-like geophysical survey anomalies detected in
survey Area 10 (Site 87) (Appendix 1 – Fig. 2).
Historic landscape
3.7 The desk-based assessment demonstrated that the North Doncaster
Chord Development is located within a well-preserved late medieval to
post-medieval enclosure landscape characterised by large, irregularly
shaped fields, a dispersed settlement pattern of small farms and villages
and an interlinking network of narrow roads and lanes (Appendix 3 Doc
1, sections 3.2.10.2, 3.2.11.2 to 3.2.11.4). This landscape is of local
importance but of increased significance in a local context and for the
purposes of this assessment, both the landscape and its key features are
considered to be of Medium Value, reflecting its identification by the
Historic Environment Characterisation project.
3.8 Within the immediate vicinity of the chord corridor key features of this
historic landscape include fragments of well-preserved medieval ridge
and furrow earthworks (Site 18) and the reasonably well-preserved
remains of the early enclosure field system and network of minor roads
and lanes depicted on 17th or 18th century historic mapping. Other
principle characteristics include the village settlements and the dispersed
post-medieval farm complexes (Sites 40 – 51) linked by the lane
network.
3.9 Medieval and post-medieval ridge and furrow earthworks were once
reasonably extensive across this landscape but aerial photographic
evidence indicates that most had been destroyed by ploughing by 1990
and are now only visible as cropmarks or geophysical survey anomalies.
Where they survive they form an integral part of the historic landscape
character and add texture and historic depth to the modern-day
landscape. One of the few surviving areas of ridge and furrow within the
immediate vicinity of the proposed development is a series of reverse Sshaped earthworks (Site 18) surviving north-east of Holme Cottage, to
the immediate west of the final access haul road corridor.
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3.10 The network of minor roads and lanes has long been in existence and
some may be medieval or earlier in origin. They appear to be respected
by the former strip field system and have formed the framework around
which the established enclosed field system was created. Within the
vicinity of the scheme corridor some of the lanes including Holme Lane,
Storrs Lane, Middle Lane, Joan Croft Lane, Bellcroft Lane and
Applehurst Lane are still in use, others such as Honey Lands Lane (Site
62) to the east of the Askern Line, survive only as green lanes, whilst
others such as Site 60 and 59, recorded as roads on 17th and 18th
century historic mapping, have long been abandoned and survive only as
field boundaries.
3.11 The field system and many of the lanes are defined by boundaries
surviving as low earth banks with hedgerows that are classed as
‘important’ under criteria 5(a) of the Hedgerows Regulations 1997
Schedule 1 Part II. This field system and network of lanes may be
medieval or earlier in origin and the points at which these elements are
crossed by the chord corridor are shown on Figure 1 (Appendix 1).
‘Important hedgerows’ (Site 61) are shown in green and the lanes are
named. The farm complexes within close proximity to the chord corridor
are Sites 40, 42, 43 and 45, none are listed.
3.12 The parish boundary between Owston and Barnby Dun (Site 59), which
was mapped as a road until the late 18th century, probably also has
medieval origins. This boundary is also considered to form a key element
within the historic landscape and partially survives today as a bank and
sporadic hedgerow which is classed as ‘important’ in terms of
archaeology and history under criteria 1 of the Hedgerows Regulations
1997. Its line is crossed by the section of scheme corridor between the
ECL and the Skellow Lane. The section of boundary immediately north of
the route corridor has been removed.
Sites or Features of Low Value
3.13 There are 64 heritage assets of Low Value within the study area. These
include early prehistoric stone and flint artefacts (Sites 2, 3 and 5),
Roman pottery (Site 13), medieval pottery scatter probably associated
with manuring (Site 53), late-Iron Age/Roman field boundaries (Sites 8 –
11), the plough damaged remains of medieval ridge and furrow (Sites 22,
23, 26, 27 and 54), sites of former medieval or post-medieval buildings
(Sites 19, 24, 39 and 51), and a number of post-medieval and modern
industrial features and buildings including canals (Sites 28 and 63), the
19th and early 20th century rail network (Sites 29 to 34) and associated
buildings (Sites 55, 58 and 35) and the former Thorpe Marsh power
station (Sites 36 and 37).
3.14 Within the immediate vicinity of the chord corridor the feature of most
prominence is the railway network and complex system of junctions
within the area of the proposed flyover. The network is of historic interest
charting the rapid development of the railway system between the period
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1848 and 1871, and the final period of construction in 1916 with the
establishment of the now disused Aire Junction and Braithwell Junction
(Site 34). All other railways are still in active use. This network has had a
dominant impact on the otherwise well-preserved late-medieval to postmedieval enclosure landscape, and now forms an integral part of the
character and history of the area. The railways are discussed further in
Appendix 3 Doc 1 section 3.2.11.6 and 3.2.12.3.
3.15 A c.27ha magnetometer survey was undertaken by GSB to better assess
the potential for unrecorded sub-surface sites of archaeological interest.
The area of survey and location of the identified anomalies of
archaeological or uncertain origin is shown on Figure 2 (Appendix 2).
The detailed report is provided in Appendix 2 of the Environmental
Statement Historic Environment Technical Appendix E and also as a
standalone report to this assessment in Appendix 3 Doc 2.
3.16 The survey did not identify any anomalies of high archaeological
potential. However, two potential linear features of archaeological origin
(Sites 73 and 74) were revealed within survey Areas 5 and 6. Evidence
of ridge and furrow, old field boundaries and a small number of
anomalies of uncertain origin (linear and pit-type anomalies and lineartrends) were also located within various locations along the chord
corridor (Sites 75 to 87). A summary of these features is provided in
Appendix 2 of this assessment and their locations indicated on Figure 2
(Appendix 1). It is possible that the potential archaeological features
(Sites 73 and 74) and a number of the uncertain anomalies in survey
Area 6 and the southern end of Area 9 are related to a single area of
archaeological potential. All of the anomalies are considered to be of
local importance and Low Value.
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4.0 Potential Effects on the Historic Environment
4.1 As required by the Regulation 5(2)(m) this report sets out an assessment
of any effects on the heritage sites and features arising as a result of
either the construction or operational phases of development regardless
of their significance. The assessment methodology is based on that used
for the environmental impact assessment which is set out in section 2.4
of the Environmental Statement Historic Environment Technical
Appendix E.
Construction Phase
4.2 Construction effects on heritage sites and features arise as a result of
activities resulting in ground disturbance, excavation, compaction,
building up of site levels and hedgerow removal. Such activities could
lead to the following effects:
total or partial loss/damage of above and/or below-ground
archaeological remains and historic landscape features;
severance or loss of features which compromise the integrity of a site
or landscape;
cumulative impacts on a specific receptor or resource;
long-term burial of remains;
the opportunity to improve understanding of the heritage resource
through investigation; and
temporary effects on the setting and amenity of a site during
construction as a result of visual intrusion, increased noise, dust and
traffic.
Predicted Effects
4.3 There are no predicted construction effects on any sites or features of
High Value.
Site 12: Roman Road
4.4 The possible Roman road (Site 12) crosses the scheme corridor within
an area of previously disturbed ground, immediately west of the disused
power station. Given the level of previous disturbance, the potential for
sub-surface remains associated with the road to survive within the
easements associated with the railway and access road is considered to
be very low. This, together with the limited nature of construction works
within the scheme corridor at this location, means that the potential for
any effect on this feature is unlikely.
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Historic Landscape
4.5 Several key features which make a positive contribution to the local
historic landscape character will be affected by the scheme and these
are detailed below.
Site 18: ridge and furrow earthworks
4.6 The haul road has been realigned to avoid this area of well-preserved
ridge and furrow earthworks so all effects on these remains have been
removed.
Site 59: Owston and Barnby Dun Parish boundary and ‘important’
hedgerow
4.7 The chord corridor bisects this boundary and a 130m length will be
affected by the scheme, c.76m of which would be permanently removed.
Although this boundary is preserved elsewhere in the parish, within the
immediate vicinity of the scheme, large parts of it have previously been
removed. Permission to remove ‘important’ hedgerows is not required
and is therefore not included within the Planning Act 2008 (Section 33).
Under regulation 5(1)(a) of the Hedgerows Regulations 1997, a separate
proposal to remove this hedgerow (“hedgerow removal notice”) may
need to be served on the local planning authority.
4.8 Mitigation will be threefold:
a) an evaluation trench would be excavated across the line of the
parish boundary in order to record its form and origins;
b) a watching brief during soil stripping either side of the boundary
would be undertaken to assess the potential for secondary
archaeological activity focussed on the boundary; and
c) the profile of the bank and hedgerow would be reconstructed in
the temporary landtake areas during reinstatement work.
4.9 Within this locality, the magnitude of the construction impact effect is
considered medium adverse and the significance of the effects of impact
slight.
Site 61: late medieval to post-medieval field boundaries and ‘important’
hedgerows
4.10 The chord corridor would bisect a number of late medieval to postmedieval boundaries with ‘important’ hedgerows. These features form an
integral part of the pre-1845 enclosure field system and a key feature in
the landscape character of this area.
4.11 Within areas of permanent landtake the proposed development would
result in the permanent loss of sections through these features. As part
of the restoration works for the temporary landtake areas, the earthwork
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profiles of each of the affected boundaries would be reconstructed and
the hedgerows replanted in order to maintain as much as possible the
integrity that these features have as a whole within the historic
landscape. See paragraph 4.7 regarding removal of ‘important’
hedgerows.
4.12 The magnitude of the construction impact effect is considered minor
adverse and the significance of effects of impact slight.
Minor road and lane network: Sites 62 and 60
4.13 Sections of Holme Lane and Storrs Lane will be utilised for the temporary
access haul road. This will create a temporary increase in traffic levels
on these features during the period of construction. This effect will be of
negligible significance in terms of impact on either the character of the
historic landscape or the historic value of these landscape features.
4.14 Construction will affect Honey Lands Lane (Site 62), a green lane east of
the Owston Grange crossing of the ECML and its junction with Joan
Croft Lane and Middle Lane. A photographic record will be made of the
affected sections. The magnitude of the construction impact effect is
considered minor adverse and the significance of effects negligible.
4.15 The abandoned trackway (Site 60) linking the parish boundary (Site 59)
to Bell Croft Lane is probably located under an existing boundary which
will be maintained and is therefore not likely to be affected, so no
mitigation is proposed.
4.16 Whilst the effect of the construction impact will be minimised within the
area of temporary landtake by the reinstatement of the removed sections
of boundaries and replanting of hedgerows, the permanent loss or
damage to key components will remain and lead to further accumulated
erosion to the character and integrity of this reasonably well-preserved
late medieval to post-medieval enclosure landscape. The magnitude of
the construction impact effect on this landscape as a whole is considered
minor adverse and the significance of effects of impact slight.
Sites or Features of Low Value
Sites 29 – 31 and 33: railway network
4.17 Construction will result in a number of changes to these railways and
associated junction systems. These changes represent just another
stage in the history and development of the railways and the need to
adapt to modern day requirements; they will not significantly affect their
historic interest or value.
Site 34 Aire Junction and Braithwell Junction Railway
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4.18 Works associated with construction will result in the grading back of the
embankment for this disused railway where it is crossed by the chord
corridor. The significance of the effects of this impact is considered
negligible. A photographic record of this embankment will be made prior
to construction works.
Geophysical anomalies of unknown and potential archaeological origin
(Sites 73 to 87)
4.19 The proposed development would result in the removal of the two
features of probable archaeological origin (Sites 73 and 74) and a
number of anomalies of uncertain origin identified by the geophysical
survey (Sites 75 to 87). It has been agreed with Andrew Lines of the
South Yorkshire Archaeology Service (SYAS) that a programme of trial
trench evaluation will be undertaken post-determination but in advance
of the construction works in order to investigate the state of preservation,
the form, function, extent and date of the potential archaeological
remains. The size and scope of the evaluation will be determined in
consultation with SYAS, but it will include trenches to investigate Sites 73
and 74, as well as a sample of the features of uncertain origin. If
archaeological features are revealed then SYAS may require a limited
extension to the evaluation in order to investigate a sample of the
remaining anomalies of uncertain origin and also a more detailed
programme of archaeological investigation to be incorporated into the
construction schedule.
4.20 In order to deliver the above mitigation, prior to commencement of any
further archaeological works, a detailed Written Scheme of Investigation
will be agreed in writing with DMBC in consultation with SYAS. This
mitigation will provide for the completion of fieldwork, a programme of
post-excavation assessment/analysis and reporting and for archive
deposition. The results of the trial trench evaluation will be used to inform
on the form and scale of any further mitigation, such as excavation or
archaeological monitoring and this mitigation will be agreed in writing
with both DMBC and SYAS. If the results of fieldwork are significant then
a publication report will be produced, and as required by PPS5, Policy
HE12.3, copies of all reports will be deposited with South Yorkshire
County Sites and Monuments Record. At the end of the proposed
development, the project archive will be deposited in the relevant local
museum, subject to the museums agreement and ability to take archives.
Network Rail is committed to the above mitigation, including reporting,
publication and archiving as required by PPS5, Policy HE12.
Site 53: Medieval pottery
4.21 A concentration of medieval pottery was noted in the field at this location
during the walkover survey. It is likely to be associated with medieval
manuring activities although the possibility that it might indicate the
presence of below-ground medieval archaeological remains cannot be
discounted. This area would be stripped of soils during construction and
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any remains of archaeological interest would be damaged or destroyed.
It is proposed that the area be investigated further as part of a
programme of trial trench evaluation and that if significant remains are
found to be present, these would be subjected to a more detailed
programme of archaeological investigation.
Operational Phase
4.22 The main operational effects of the proposed development on the historic
environment will be the impact of the scale and mass of the proposed
raised elements of the development (i.e. highway bridge and viaduct)
and the potential for visual intrusion on significant heritage assets and
the historic landscape. This could result in temporary or permanent
operational effects on the setting and amenity of significant sites.
Predicted Effects
4.23 The inspection of designated sites undertaken in November 2010 by
Mott MacDonald’s Landscape and Visual specialist and representatives
from DMBC concluded that the operational phase would have no effects
on any assets of High Value.
Historic Landscape
4.24 The scale of the raised elements of the proposed development would
make these very visible within the landscape, and will have the effect of
introducing a major new urban element into this otherwise rural locality.
This will result in localised changes to its historic character and will affect
views of and across the landscape. The magnitude of impact effect is
considered medium and the significance of these effects on the value of
the historic landscape is considered slight. Mitigation through
sympathetic planting to form a screen on the proposed embankments will
help partially reduce the effect within 15 years of operation.
Sites or Features of Local Value
Sites 40, 42, 43 and 45: post-medieval buildings
4.25 The raised elements of the proposed development will also be visible in
some views out from and across these post-medieval farm complexes
and buildings. None of these buildings are listed and the effects of
impact on the setting of these sites are considered negligible in terms of
the historic environment interest.
Sites 29 – 31 and 33 – 34, 58: railway network and associated features
19
4.26 The proposed development will result in localised and permanent
changes to the form and layout of the railway system and the raised
elements will be very visible in views of and from the existing network.
These changes will not materially affect the historic interest of the sites.
The impact effect is considered minor and the significance of these
effects negligible.
Joan Croft Cottages (Site 55)
4.27 The Environmental Statement Landscape and Visual Amenity Technical
Appendix states that the chord and highway bridge would create a major
new urban element surrounding the Joan Croft Cottages, these buildings
are unlisted but of local historical interest due to their association with the
railway network. These changes together with the closure of the level
crossing will materially affect the setting of these cottages and will be
visually intrusive. The impact effect is considered medium adverse and
the significance of effects slight. Mitigation through sympathetic planting
to form a screen on the proposed embankments will reduce the visual
impact on these cottages within 15 years of operation. The significance
of the changes to the setting of the buildings is considered negligible.
The realignment of Joan Croft Lane over the highway bridge will result in
the removal of road traffic from immediately in front of the cottages and
this is considered a minor beneficial effect.
20
5.0 Conclusion
5.1 The assessment has demonstrated that the North Doncaster Chord
Development would not have any effect on any High Value designated or
non-designated heritage assets during either the construction or
operational phases. Whilst there will be effects on sites of both Medium
and Low Value, mitigation measures have been incorporated into the
proposals where feasible and none of the resulting effects will be greater
than slight adverse in terms of significance.
5.2 Work associated with the construction and operational phases of the
proposed development will have an adverse effect on the well-preserved
pre-1845 enclosure landscape which is of local importance but of
Medium Value in a local context. Construction effects on a wellpreserved area of ridge and furrow earthworks have been avoided
through amendments to the scheme design but the localised loss of key
components of this historic landscape will still occur. Mitigation measures
will reduce but not totally remove the adverse effects of the development
on the character of the historic landscape. The main operational effects
of the proposed development will be the visual impact of the scale and
mass of the proposed raised elements of the development (i.e. highway
bridge and viaduct) within the landscape. This impact will reduce as the
designed planting matures.
5.3 The proposed development will also result in an impact on a small
number of Low Value geophysical anomalies some of which are thought
to be archaeological in origin and others of uncertain origin. These will be
evaluated through a programme of post-determination trial trenching.
Construction effects on any areas of identified archaeological interest
can be adequately mitigated through an appropriate scheme of further
investigation and reporting which will be agreed with South Yorkshire
Archaeology Service.
5.4 Construction will also result in the grading back of the embankment for
the disused Aire Junction and Braithwell Junction railway. The
embankment will be photographed prior to the works and the effects are
not considered significant.
5.5 The visual setting of the former railway cottages at Joan Croft Junction
will also be affected by the proposed raised elements but this impact will
reduce as the designed planting matures.
5.6 Although the proposed development will affect sites and features of the
historic environment, the significance of these effects are slight or
negligible and do not conflict with national and local planning policy and
guidance as this relates to the historic environment.
21
22
Appendix 1 – Figures
Figure 1 - Plan of recorded statutory/non-statutory historic or scheduled
monument sites within the study area
23
24
Blessed Engli sh Martyrs
AVENUE ROAD
72
115
20.6m
90
67
22.8m
35
5.2m
71
2
18
Geneva
2
11
CLOSE
PLANTATION
18
20
2319
40
18.7m
61
13
Instoneville
28
66
ANNA ROAD
27
THE AVENUE
16.7m
2
2
26
85
29
1
86
14
79
11
67
66
18
INSTONE TERRACE
13
2
47
45
25
27
51
59
Church
ROAD
57
9.4m
65
Warren Cottage
Sutton Cottage
Longbank
Def
Tune Wo od
29
1.22m RH
Def
Def
SS
Strea m Dike
A 19
Track
Path ( um)
BAR CROFT LANE
SP
A 19
Askern
Miners
Welfare
Institute
Plantation
"
1.22m RH
Drain
Rushy Moo r
Rushy Moor
Path ( um)
FB
Track
MS 67
MS 67
Haywood
Sport
Groun
sd
Slui ce
5.4m
5.2m
Level Crossing
RUSHY MOOR ROAD
5.2m
Highfield
Haywo od & Tru mflee t Dr ain
Farm
Sutton Common
Highfield
Farm
Und
Def
Wrancarr
Crossing Gate
Cottage
Drain
5.8m
4.7m
Drain
6.1m
Drain
4.7m
6.0m
Drain
Def
Drain
MS .25
MS .25
6.2m
Drain
5.7m
Shir ley
01
SD
Abbes s Dike
17
Drain
Pump
Drain
(Drain)
New D ike
Mon Abri
Shir ley P ool
SD
Drain
Archaeological site
Town Drain
Rands
Drain
Old Ing s an d
Drain
Drain
38
E 02
(D rain )
MP .5
SHIRLEY LANE
SD
47
Frie sia n
Drain
Shirley
Drain
View
1.22m RH
THORPE GRANGE LANE
Drain
Drain
Drain
SD
ign
S
" 67
Leek
Farm
LOW
LANE
(D rain )
Old Ing s & Rand s Dr ain
CHEQUER LANE (TRACK)
Silos
LANE
Co Const & Ward Bdy
FB
Slui ce
(D rain )
Engine D ike
FB
Church
House
4.9m
Drain
(C of E)
Pond
Drain
6.1m
Fenc
itch
D
Drain Br idge
Und
Lane
1.22m RH
tors
S
LC
TOP
Engine D ike
4.9m
Manor Farm
Drain
HIGHFIELD LANE
Drain
CR
SD
Track
ate
G
Drain
Pond
Bramw ith Dra in
Boro Const Bdy
Drain
Pond
Whitehall s cottage
Drain
SM
Bol
Bol
Def
SD
1.22m Tk H
Manor Farm
Cottage
HIGHFIELD
LANE
LANE
GRANGE
SM
Aqued uct
MP .75
Drain
Old Ing s
Highfields
Drain
Foot Bridge
THORPE
Old Ing s
Drain
Bremner
Lodge
Pond
Drain
SD
Drain
Drain
CD
Cross Eng ine Dra in
Engine D ike
Rose Cottage
NOBLE THORPE LANE
Drain
Pit Bridge
Pond
Pond
Nobl ethorpe
Pond
Drain
6.2m
Def
Bol
SLIPPERY GAP LANE (Track)
Drain
4.9m
LC
Drain
Low L ane Bridge
(S wing )
SM
FF
(D rain )
4.9m
GP
(Track)
NOBLE
THORPE LANE
1.22m RH
6.4m
GP
Shir ley
Bol
Bols
SM
Drain
FB
Drain
C Tk
Thorpe Grange
C Tk
Drain
MoP
MoP
Braithwaite
Low Common
Drain
Braithwa ite
Low C ommo n
Def
Rands
MP .5
Drain
Drain
Drain
Braithwa ite Low Comm on D rain
Ponds
Drain
SD
Warwick Energy
White House Farm
Track
SD
NARROW LANE
(Track)
Bramw ith
Slui ce
SD
MOSS LANE
Ward Bdy
Slui ce
Drain
Drain
Trumf leet
6.3m
MP .5
SD
Track
Old Ing s
Engine D ike
Drain
SLIPPERY
GAP
LANE
(Track)
Pond
Drain
Drain
Drain
Dism antle d Ra ilwa y
Drain
(Track)
SLIPPERY GAP LANE
16
Old Ing s
Drain
Hol me
Acre
Drain
1.22m
RH
Drain
SD
Track
SD
(Drain)
MOSS LANE
Drain
Drain
Drain
NARROW LANE
NARROW LANE
Black Sik e
7.3m
6.1m
Def
Drain
SD
Track
(Track)
LANE
HAYWOOD
Drain
Rands
6.1m
(Track)
HAYWOOD LANE
(Track)
ETL
Track
SD
SD
Drain
Wrancarr House Farm
Pond
Drain
Foot
Bridge
Drain
Drain
Drain
Anfiel d
Ischia
Braithwa ite
Drain
NOBLE THORPE LANE (Track)
Rime r Ho use
SHIRLEY LANE
Sil verne
CD
Def
Pond
Drain
The Croft
Drain
Shir ley
Pool
(Drain)
Shir ley Woo d
Bernfels
Co Const Bdy
Pond
SD
(Drain)
Abbess Dike
Cestria
LOW LANE
Drain
SD
Abbes s ETL
Dike
7.3m
Slui ce
New J unct ion Can al
6.8m
Burghwallis
Common
Hedgerow on parish/township boundary
Smithy Farm
5.8m
LC
A 19
CD
Rose
Cottage
Pear
Tree
Farm
Boro Const & Ward Bdy
Drain
Drain
Pond
Bernadette
Burgh wallis C ommo n
MOSS LANE
Pond
Shir ley Woo d
(Drain)
New D ike
A 19
Development boundary (previous)
Wil low House
Charl woRod
owan
House
House
Basil House
1
Def
Trumfleet
Pond
Shir ley
Earth work s
Drain
(Drain)
Oak Dene
Gabl es
The
3
CLOSE
2
PEAR TREE
Braithwaite Low Common
Boro Const Bdy
Drain
SD
04
04
The Cottage
Drain
Co Const & Ward Bdy
CD
Pond
Trumfl eet
House
Study Area
Chapel Farm
Drain
Def
Pond
Braithwaite
Hermitage Bungal ow
LB
Def
Drain
CD
Wra ncar r Dr ain
Trumfleet
Grange
Track
Und
Slui ce
GP
Previously disturbed areas
Farm
Garth
House
Birch Lea
Pond
Pond
SD
5.7m
Oakhurst
The
Sycamores
Hermi tage
Meadow View
Farm
TCB
Garth
Bungal ow
CD
Pond
LB
5.9m
SD
CLAY BANK
MP .75
6.1m
Garth
Cottage
Def
SD
Drain
OLD HOUSE LANE
SD
Drain
Track
Foot
Bridge
CD
Drain
1.22m RH
Trumf leet
(Track)
Haywood Farm
Drain
HAYWOOD LANE
Abbes s Dike
Def
GP
School
House
Slui ce
1.22m RH
1.22m RH
Def
BRAITHWAITE LANE
Dismantled Railway
Glebe
Farm
Haywood & Trumfleet Drain
09
SHIRLEY LANE(Track)
3.2m
ETL
4.9m
Sutton Common
Glebe Farm
TRUMFLEET LANE
1.22m RH
4.3m
3.7m
Scheduled Monument
7.3m
41
35
The
Ol d
Barn
Threeways
Poplar
Farm
Drain
Ashgrove
5.8m
Meadowcroft
Braithwa ite Drain
Boro Const Bdy
FB
Ward Bdy
Pond
1.22m FW1.22m RH
4.8m
Drain
CD
Pond
Drain
FB Slui ce
4.2m
Co Const & Ward Bdy
ETL
Mill Dike
Spring Lodge
Depot
Westholme
SD
Drain
Drain
DONCASTER ROAD
Bal la
Fiel dsid
Fern
e
Pond
Mill Dik e Bridge
Pond
FB
CLAY BANK
Dove
Cottage
Pond
6.1m
5.9m
Haywo od a nd T rumf leet Drain
WRANCARR WOOD LANE
Hopewell
House
5.8m
Drain
Wrancarr Farm
Wrancarr Green Gates
Def
LC
WILLOW BRIDGE LANE
Def
WRANCARR LANE
SL
SD
Level Crossing
Drain
ROSE LANE
6.1m
SD
SD
Wra ncar r Dr ain
6.0m
RUSHY MOORROAD
Ford
ETL
1.22m RH
Wi llow Bridge
Wi llowcroft
Archaeological findspot
Scheduled Monument
Drain
5.8m
Drain
Def
Dowbo rn D rain
Pond
Farm
Darrywill ow
6.1m
Moss Vill a
Wrancarr
FF
5.2m
GP
Wra ncar r
1.22m RH
Church
Cottage
Farm
Rushy Moo r
House
5.7m
6.9m
Dovecote
PALMER LANE (TRACK)
11.6m
Braithwa ite Drain
Def
6.0m
HAYWOOD
Dowbo rn
Bank
1.22m RH
5.5m
TRUMFLEET LANE
Chapel House
Cottage
6.1m
Bank
Willow Brid ge
WILLOW BRIDGE LANE
Drain
1.22m RH
LANE
""
69 "
70
Mast
ETL
71
Track
Cric ket Grou nd
5.7m
Dowbo rn
Drain
Drain
The Ol d Vicarage
5.1m
Pavilion
E
6.4m
Drain
5.5m
1.22m RH
1.22m RH
5.2m
Listed Building
Archaeological site
LANE
Lane
Pond
Slui ce
MP 162
Def
Drain
4.9m
Proposed North Doncaster Chord, Haul Routes and Highway Bridge
"
BRAITHWAITE
Palme r
5.6m
All Saints' Church
LB
Drain
SS
Glen Bungalow Caravan Park
Haywood Common
Allot
Gdns
Mine rs' Welf are Park
(Recreation Ground)
1.22m RH
Drain
6.1m
6.5m
Rushy Moor
Allotment
Gardens
Pavilion
Bowling Green
Wrancarr Mill
68
Wil low Garth
Playing Field
Bowling Green
5.8m
Mill Dik e
Def
SD
6.5m
MANOR WAY
6.5m
Flash ley C arr Drain
(Track)
1.22m RH
Path ( um)
Warehouse
7
13
18
ASH CARR LANE
Def
5.8m
6.1m
Pond
Ponds
Wrancarr Drain
WRANCARR LANE
Path ( um)
1.22m RH
26
1
48
50
52
Shelter
BACK LANE (Track)
Carrs Drain
1.22m RH
Drain
Drain
SD
Ponds
1.22m RH
1.22m RH
Drain
SD
Long Bank
36
SUTTON ROAD
8.0m
Dikem
Strea
¯
1.22m RH
BACK LANE (Track)
Track
24
24
8.7m
Vil la Cottage
Askern Spa Juni or School
Track
In ston evil le
Development Boundary
Pond
Path
(um)
5.3m
5.5m
SB
12
WRANCARR LANE
LC
Moss Lodg e
This tle G oit
6.9m
DONCASTER ROAD
22
9.3m
6.4m
RUSHY MOOR LANE
This tle G oit
Legend
6.1m
Drain
Barcroft Gates
FB
Moss
Lodge
MS .75
Path ( um)
2
45
55
Instone Cottage
6.5m
Drain
Pond
6.8m
GP
33
9.0m
1
1
Tennis Court
M .75
Track
Asker n Ma ther
Askern
Hotel (PH)
Path ( um)
2
11
This tle G oit
Goit
This
tle
Refus e Tip
Track
Hall
7.4m
11-1 3
9
2
1
2
Allotm
Garde
ent
ns
Drain
A 19
Refus e Tip
Instoneville
AVENUE
21
MANOR ROAD
13
12
ALFRED1 ROAD
Drain
A 19
SUTTON ROAD
23
TERRACE
INSTONE
21
14
22
9
8.6m
1
11
17
El Sub Sta
12
LB
7
47
49
62
68
31
33
PARK 23
ROAD
19
24
43
26
43
10.8m
60
26
41
PO
35
41
VICTORIA ROAD
The Settlers
41
23
TCB
46
54
21
MP .25
1.22m RH
Pond
Drain
RUSHY MOOR LANE
Poli ce
Station
Poli ce House
21
VICTORIA ROAD
26
38
44
31
10
6.3m
Drain
Pumping Station
Pond
LANE
RUSHY MOOR
48
36
24
25
24
35
16
This tle G oit
Church Farm
SL
Drain
Depot
DONCASTER ROAD
7.9m
38
35
1
15.6m
20
Path ( um)
In ston evil le
8
15
Track
15.0m
12
LANE
Path ( um)
1.22m RH
Path ( um)
2
45
44
Notes
BRAITHWAITE
Pond
(Track)
FB
Weir
Def
25
48
56
39
38
ASH CARR LANE
5.2m
Mill Dik e
Track
Pond
6.1m
FB
Track
32
1
49
55
PARK ROAD
TERRACE13
INSTONE
11
MANOR ROAD
53
52
49
(Drain)
Hawke hous e Gr een Dike
5.4m
Drain
Mill Dik e
Drain
63
67
64
63
32
Pond
Asker n Ma ther
16.1m
AVENUE ROAD
75
76
1
18.4m
44
PALMER LANE
1.22m RH
(Track)
Drain
19
50
9
2
46
1.22m RH
Pond
Track
1.22m RH
Path ( um)
4.5m
Tank
5.9m
Palme r
SP
1.22m RH
1.22m RH
(D rain )
2
58
21
60
Web ster Hou se
FB
Tank
White
Garage
1
4.3m
4.3m
Tanks
Quarry
View
31
72
91
Pond
Flash ley C arr Drain
Ash Hil l Farm
Bungal ow
Pump
Hawke hous e Gr een Dike
5.2m
Ash
Holt
4.4m
5.7m
Works
31
95
38
HAWKHOUSE GREEN LANE
TRUMFLEET LANE
Ash H olt
Carrs
4.7m
Wood View
43
16
52
25
13
27
Path ( um)
4.6m
54
37
22
12
29
4.4m
Hil lgarth
20
41
GREEN LANE
AIRSTONE47ROAD
32
13
2
Chy
49
AVENUE ROAD
El Sub Sta
14
1
ALFRED ROAD
SL
Spring
House
Pond
53
52
Drain
Playground
25 21
32
5.4m
MillDike
17 11
RUSHY MOOR LANE
Pond
Carrs
Path ( um)
Playing Field
15 9
Recre ation G roun d
SP
Carrs Dra in
Def
42
Acorn Park
Moss Carr
SD
View
Meadow
Col dor
MS .5
78
CRESCENT
LLEWELYN
8.9m
Def
15
1
34
7
Ash Hill Farm
31
36
1
Kimberl ey
Drain
56
14
Sirah
4.7m
28
5.4m
58
20
10
House
20
Paddling
Pool
65
MARY ROAD
42
23.7m
THEODORE ROA25
D
2
4.8m
El
Sub Sta
34
26
55
76
46
16
26
Avondale
Shelter
Victoria House
75
Drain
44
29
14
Marlborough
House
4.8m
100
81
56
86
LB
36
Greenacres
(PH)
91
56
39
111
109
Recre ation G roun d
Crown Hotel
HIGH STREET
24.0m
21.9m
31
22.8m
5.5m
RC Church
98
113
22
ROAD
DAVIS
17
IC
7.52
1.22m RH
L7.3
C
7.52
ig hts
LC
7.521
7.524 W
T
D
Y ->
LE
TT
D
W
IN G
UO
N
K
P
LI E
7.492
RN
E
K
S
A
S
W
7.495
: K
LR
E
JB
E
LE Y
G
T IN
O
KN
N
OW
-D
7.489<
Y
G LE
IN
7.489 N
L7.2I
C
TT
O
OK
-T
<
5m ph
P
S
hts
v e
e
L
lC ro si n
g
B
LO
trailD eckin
S
g
LP
OLD HOUSE LANE (Track)
T
D
W
T
D
W
JB
E
ig hts
LC
Ruskholme
alkw ay
W
ate
G
Drain
BLACKER GREEN LANE
ig
LC
Haywood
Crossing
7.528
B
O
L
7.490
.4907
ate
G
L7.38I
C
7.528
T
D
W
Pond
7.54
7.546
JB
E
7.496
7.49
46
V
T
C
tors
S
Lane
B
LO
7.50
7.52
7.52 W
T
D
7.530
JB
E
T
D
W
arthR od
E
B
LO
ETL
T
D
W
H
L6.3M
C
7.50
STORRS LANE
7.5
7.5
7.54
enc
F
7.59
eg
dgeo fV
E
etaion
roug hing
able T
C
hou lder
als tS
B
7.584
7.58
7.612
st
lder
etaion
al
dgeo fB
E
hou
als tS
B
eg
dgeo fV
E
7.60
7.605
1 .3H
W
enc P
F
7.612
MP .75
7.641
7.641
Crossing Gate Farm
T
D
W
T
D
W
7.62
7.619
7.62
7.62
7.0m
ETL
7.562
Drain
7.680
7.690
MP .75
7.628
7.628
Pond
7.629
7.629
S
W
A
GP
7.05
c
n
e
F
7.12
P
E
7.623
7.45
7.43
7.58
7.5
ETL
T
D
W
T
D
W
7.68
7.68
7.50
7.56
T
D
W
T
D
W
7.651
7.641
7.54
7.5
7.62
7.614
7.548
7.50
T W
D
W
T
D
7.629
7.621
7.539
7.54
7.621
7.629
7.529
7.54
F
D
W
7.62
7.534
7.53
7.619
F
D
W
7.624
7.629
7.526
7.541
F
D
W
7.524
7.539
7.641
7.64
7.524
7.534
Drain
7.643
7.64
(Track)
7.526
7.53
Drain
F
D
W
7.62
.6347
F
D
W
enc
F
MARSH ROAD
7.615
7.623
eg
dgeo fV
E
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7.518
n
io
ta
g e
e
o fV
e
g
d
E
7.609
al
dgeo fB
E
LI E
RN
E
K
S
A
S Y
W
: K
LR
E
LE
G
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KN
N
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<
hou lder
als tS
B
roug hing
able T
C
hou lder ->
als tS
B
Y
LE
IN G
T
NO
K
P
U
7.526
7.612
st
7.504
7.514
ign
S
1 .3H
W
enc P
F
6.2m
T
D
W
T
D
W
7.60
7.60
BLACKER GREEN LANE
(Track)
7.46
7.486
Track
7.59
7.59
F
D
W
Drain
7.46
7.486
7.54
7.5
Pond
7.490
7.495
Pond
7.543
7.506
F
D
W
7.521
7.524
7.514
7.51
T
D
W
T
D
W
F
D
W
LC
7.480
7.483
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S
7.50
L7.3 3
P
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7.508
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P
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S
Drain
ud s
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T
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S
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G
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P
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T
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G
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7.43
7.43
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S
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P
SP
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P
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7.43
7.43
5.5m
Reservoir
P
C
L7.1 6
C
7.452
7.45
7.426
7.429
T
D
W
Drain
T
D
W
7.3
7.36
7.39
7.39
T
D
W
F
D
W
7.302 W
F
D
7.305
7.361
7.361
7.23
7.268
7.30
7.32
7.243
7.28
7.28
7.240
BLACKER GREEN
7.204
7.201
(Track)
7.243
7.240
F
D
W
F
D
W
7.18
.1927
7.109
enc
F
LANE
7.109
al
dgeo fB
E
st
1 .3H
W
enc P
F
st
hou lder -> W
F
D
alsB tS
Y
LE
IN G
T
NO
K
P
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7.150
7.061
7.061
Pait fie ld La nds
7.094
7.091
T
D
W
F
D
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7.014
7.046
7.014
7.043
F
D
W
P
M
6.91
6.94
6.9
6.93
F
D
W
6.91
6.91
6.948
F
D
W
6.945
6.871
6.8
6.89
6.895
6.821 W
F
D
6.81
6.849
6.84
F
D
W
6.79
6.795
6.792
6.7
T
D
W
T
D
W
6.725 6.72
6.742
F
D
W
6.742
6.84
T W
D
W
T
D
6.81
6.98
6.9
6.40
F
D
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6.40
6.52
6.47
6.0
6.03
6.1
6.13
F
D
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6.53
6.53
6.581
6.578
6.530
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L5.6
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6.530
6.53
6.51
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T
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S
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D
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F
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T
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6.50
6.528
6.52
F
D
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6.50
F
D
W
B
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F
D
W
6.48
6.48
B
LO
6.480
6.482
6.485
6.485
6.40
6.40
F
D
W
6.472
6.47
6.451
6.48
F
D
W
6.41
6.48
F
D
W
6.428
6.431
F
D
W
JB
E
JB
E
6.42
6.42
6.415
6.418
F
D
W
F
D
W
6.4
6.451
6.403
6.403
6.438
6.438
6.38
6.38
F
D
W
F
D
W
6.427
6.427
6.38
6.38
enc
F
F
D
W
hing
IN
T
NO
K
P
U
al st
dgeo fB
E
hou lder
als tS
B
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C
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K
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6.350
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6.348
1 .3H
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enc P
F
dgeo
E
6.405
G6.408->
Y
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F
D
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6.394 6.394
6.328
6.328
6.381
6.304
6.30
F
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6.371
6.371
T
D
W
T
D
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6.291
6.289
F
D
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6.280
6.278
6.35
6.35
6.2
6.24
F
D
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T
D
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T
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6.34 W
F
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6.348
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6.340
6.340
6.2
6.2
F
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D
F
D
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6.328
6.328
6.213
6.213
6.32
6.324
6.203
6.203
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F
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6.319
6.314
6.192
6.189
6.30
6.175
6.30 W
F
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6.172
F
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B
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6.298
6.295
6.12
6.157
F
D
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F
D
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T
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T
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6.289
T
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6.284
T
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6.143
6.143
JB
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6.27
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6.13
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6.27
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6.24
6.13
6.254 W
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6.249
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6.13
6.134
6.129
H
M
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6.23
6.28
6.12
6.12
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T
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JB
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6.21
6.208
JB
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6.129
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JB
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T
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6.12
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6.185 6.182
6.19
T
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enc
F
Drain
6.18
6.15
T
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6.19
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6.14
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T
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6.15
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6.18
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MP .75
enc
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enc
F
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Mast
1
8
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6
7
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6
1
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6
1
7
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NC
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JB
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27
51
Applehurst
64
6.2m
Drain
4.8m
Tilts Hills
SL
Cockshaw
Bridge
4.6m
Pond
Pond
9.2m
Track
Pond
HALL VILLA LANE
The Bungalow
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River Don
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Drain
Track
50
33
HOUSE
14
WHITE
23
15
Se wa ge
St at io n
Pu mp i ng
24
17
9
22
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23
Grove Cottage
36
1
11
19
ST PETER'S CLOSE
1
3
1
2
19
43
24
Ti mb er l ey
50
30
2
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LANE
MADAM
22
20
Madam Lane
Cottages
Jubilee House
Nursing Home
Norwood
Spoil Heap
or
Th
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M
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GP
24
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8.2m
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1
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1
22
2
Hi l c re s t
Elvet House
2 C at li ng H ou se
2
22 a
Sh el t er
TA LB OT
22 b
60
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8
10.1m
Ne w In gs H ou s e
15
20
10
54 a
Ga s
Go v
25
13
18
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4
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Popla r Ho use Farm
Cr of t
6.4m
7.1m
13
2
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12
18
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2
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Thorp e Ma rsh
10
70
46
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Cal d ec Ho us e
Garage
1
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7
11
6
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3
17
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2
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So ut h Vi ew
21
44
2
24
47
3
Playing F ield s
SAXON MEWS
6
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Sa xo n H ou se
Whi te
1
11.3m
20
MC
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39
Mill House
30
27
Hel a nd Ho us e
CR
40
Track
MARSH LANE
(Old Cou rse)
Riv er D on
11
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Gr ee n G G
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Lyn to n Ho use
50
Drain
ROYALTY LANE (Track)
GG
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22
65
Recreation Ground
17
32
ETL
ETL
Rive r Don ( Old Cour se)
Track
ETL
FB
6.3m
Pond
Drain
ETL
28
11
8
Well Green
VW
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w
Se wa ge
Pp g St a
1
Th e Co t ta ge
63
Far m Vie w
5B
5
91
68
2
Ver mu y de n
61
8
40
10
64
49
81
ThGa
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TOP ROAD
HI GH STREET
89
87
Pa th ( um )
5a
Pond
36
4
White Hart
61
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Ho me cr o ft
Path (um)
34
51
45
COURT
El
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43
7
1
1
The Gateway Inn
2
10
32
6
6.7m
LI MEDALE VIEW
2
1
26
Path (um)
71
41
FAIRVIEW
Ho me V e
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Ma y Vi ew
FB
93
51
44
Ver mu y de n
The Cottages
5
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46
1
3
1
Town End
Drain
103
76
5
1
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Pond
Pond
MALLARD AVENUE
57
4
Pond
PI NE HALL ROAD
58
48
2
(PH )
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Rive r Don
(Old Co urse)
75
26
7
Pond
Pond
14
Hall
3
6.5m
1
Track
FORDSTEAD LANE
4.6m
89
59
Water
1.22m RH
111
MEADOW FIELD ROAD
8
10
54
86
16
BI RCH TREE CLOSE
15
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Def
52
30
Green Bank
17
Def
ETL
Client
1
2
Drain
Engine D ike
0.91 m RH
HATFIELD LANE
32
7.0m
22
Town End Drain
Drain
Pond
Royalty Lane (Track)
0.91 m RH
11.3m
Den to n Ho use
Ho us e
Wat er
Track
30
ETL
Track
37
16
2
Ho us e
1
MARQUIS GARDENS
Drain
0.91 m RH
1
15
11.7m
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MEWS
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FORDSTEAD LANE
20
1
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4
6.3m
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3
1
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2
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HI GH STREET
Drain
2
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68
2
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35
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MLW
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FB
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31
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1
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(Tr ac k )
(Tr ac k )
Sl ui c e
Thorpe
Marsh
Bridge
MLW
22
LA NE
21
Co Const Bdy
Drain
Pond
5.5m
LOWER
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Ward Bdy
19
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LA NE
1 Ca tl in g Ho us e
RA MP ER
Drain
Town End Drain
11.5m
Fish Pon d
ETL
El S u b St a
11
Ran no ch
Cot ta ge
ELM CLOSE
5.5m
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Stone Lea
CA TL IN G LA NE
ETL
26
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Glen-Alan
Waterside
Rivermead
6.2m
21
BA
ROSLEY
VENUE
6
36
15
The Star
Sheden
Caterida
1
River Dun Navigation
Drain
Car Park
Pond
7
74
Peace have n
B
ankside
Cottage
5.4m
Settling Pond
Thorpe Marsh
44
4
3
Drain
8.6m
ROAD (Track)
LB
38
By The Way
Outfall
6.9m
2
8.9m
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SYCAMORE ROAD
Birch Lea
MLW
Intake
Settl ing Pond
Settl ing Pond
LOWER BOUNDARY
Drain
TILTS LANE
48
PO
2
10
STAINFORTH ROAD
9.8m
5
11
9
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Settl ing Pond
BROSLEY AVENUE
33
9
1
12
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FORDSTEAD LANE
Settl ing Pond
Settl ing Pond
Settl ing Pond
5
B
AROSLEY
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52
CHURCH ROAD
19
16
3
Car
Park
3
1
12
14
21
PA RT RI DG E RO A D
13
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Settling Pond
60
45
8
25
3
7.1m
Car Park
Settling Pond
64
5
TC B' s
1
12
Track
BROSLEY AVENUE
47
1
20
23
2nd Floor
2 Brewery Wharf, Kendell Street
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United Kingdom
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78
2
4
22
6
MARLOWE ROAD
2
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PLANTATION ROAD
nd Tilt
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1
4
84
49
15
11a
11
10
30
27
1
MANOR CLOSE
11
86
The Vicarage
9
33
9.1m
17
St aSu b
BROSLEY AVENUE
51
35
32
3
El
25
9.6m
55
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Drain
Water
Co Const Bdy
Sh el t er
Su rg er y
SR
YOCA
ADMO R E
2
13
19
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ottages
Gr ey fi e ld s
Av on da l e
15
11
SYCAMORE ROAD
Drain
Ma rc ri s an g
30
MARLOWE ROAD
2
7
1
12
Glan-y-Dwr
1
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8
CR ES CE N T
SHERIDAN ROAD
20
9
21
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Gr id
3
7
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RO SE WO OD D R IVE
RO SE WO OD D R
1
2
44
8.5m
37
16
34
30
2
4
STAINFORTH ROAD
29
1
46
CHURCH ROAD
MANOR ROAD
25
3
1
Bo l a rd
37
4
KI PLI NG ROAD
1
53
16
Old Star
Cottages
3
1
44
1
10
Drain
olme a
LB
33
4
HIG H S TR EE T
1
12
2
52
Ti mb er l ey
Elmwood
23
Water
43
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40
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15
11a
MADAM LANE
Old Hall
Cottages
3
Troldhaugen
5
Path ( um)
9
10
50
Spoil Hea p
13
14
5
LANE
21
Bo l a rd s
Barnby
Dun Bridge
(Swing Bridge )
Thorpemere
Pond
Sh el t er
BROWNI NG ROAD
5
2
23
24
HB
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sg
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Thorpe Marsh
ai
2
1
15
AR RE N C LO SE
11
CHURCH
31
Thorpe Marsh
Mean High
Water
Mean
High Water
26
2
1
54
2
Water
Drain
18
COLERIDGE ROAD
11
2
40
Belmont
59
1
10
BURNS ROAD
5
16
26
Dr
21
HERRICK ROAD
El S u b
St a
9
60
Coronat
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s
16
37
29
62
15
THORPE MERE ROAD
14
12
9.2m
6
River Don
Thorpemere
Pond
9. 1m
5
1
61
Kirkgate
THE GROVE
River
Don
(Old Cou
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THORPE BANK
Pu mp i ng S ta t io n
34
29
23
27
7
5
El S u b St a
4
SOUTH ROAD
Se wa ge
26
38
1
11
63
15
Tr ac k
1
19
21
WINDAM DRIVE
SWINBURNE CLOSE
16
18
68
St Peter' s Church
10
11
Thorpe
Marsh
Nature
Reserve
6
15
26
12
9
2
14
Tall Trees
CHURCH ROAD
THE PADDOCK
11
11
10
Bramwith
Cottage
9.3m
Ch ur ch
Co tt ag e
4
2
WOODFORD ROAD
8
Cemetery
Church Hall
Hol l yt re es
4
River Dun Navigation
EAST SERVICE ROAD
24
15
27
Cooling Tower
Cooling Tower
Drain
water
MANDALE ROAD
5
NORTH ROAD
WEST CIRCUIT
Def
STAINFORTH ROAD
Al l ot me n t Ga r de ns
Path (um)
35
Path ( um)
Small
H
34
1
VIEW
33
ETL
Drain
9. 1m
Allotment Gardens
2
8
Tanks
Ash Fields Road
Track
BRAMWI TH LANE
War
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Si lo s
Drain
07
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7
Cooling Tower
Pond
Pond
Drain
DONCASTER ROAD
.1
7
Drain
Hide
Pond
ETL
2
9
.0
7
5
9
.0
7
kig
a n
fB
tm o
o
B
FB
Smallholme and Tilts Drain
4
6
.1
7
4
6
.1
7
d
a
o
R
Hide
FB
Level
Crossing
Fish Pond
3
6
.0
7
6
.0
7
s
r e
T
d
n
n a
io
g ta
e
s V
n
e
D
Smallholme
Tilts
Bridge
TILTSHILLS LANE
9
4
.1
7
2
3
.0
7
Drain
Track
A 19
Ward Bdy
CR
9
2
.0
7
F
D
W
n )
w
o
ts h
o
d (n
n
o
n P
e
id
H
1
.3
6
THORPE MERE VIEW
Pond
Park
1
.0
7
ASH FI ELDS ROAD
Hide
Def
Carav an
.0
7
4
.1
7
5
3
.1
7
8
3
.1
7
0
2
.1
7
3
2
.1
7
Thorpe Marsh Drain
Path ( um)
Silos
A 19
8
.9
6
6 4
1
P
M
s
r e
T
d
n
n a
io
g ta
e
s V
n
e
D
Sicklecroft
Drain
Dismantled Railway
.9
6
.9
6
t
rp e
a
e P
g
rid
B
Dismantled Railway
Cocks haw
Tilt s Eas t Fa rm
T
D
W
T
D
W
3
8
.9
6
T
D
W
T
D
W
Cooling Tower
Path ( um)
5.2m
5
.9
6
1
.9
6
Path ( um)
ETL
Moat
Pond
Tilt s Hills F arm
4
.9
6
4
.9
6
0
.1
7
3
0
.1
7
6
.0
7
8
4
.0
7
te
a
G
Track
Drain
5.1m
7
2
.9
6
2
3
.9
6
1
8
.0
7
4
8
.0
7
3
6
.0
7
5
4
.0
7
1
3
.0
7
4
3
.0
7
.5 H
2
c IR
n
e
F
c
n
e
F
Path ( um)
CR
JS
: C
R
L
E
re s
o fT
e
g
d
E
Track
DRismtd
ly
Track
->
OW
L
KE
S
P
U
OW
L
E
SK
N
< W
O
-D
r
e
u ld
o
h
ls tS
a
B
FB
5.5m
Tilts
re s
o fT
e
g
d
E
g L
in
g h
u
ro
B
O
le T
b
a
C
JB E
E
JB
rl
e
u d
o
h
ls tS
a
B
FIELD STATION ROAD
Thorpe Marsh
Nature Reserve
Tilt s Hills B rid ge
Tilt s West Farm
0
1
.9
6
3
1
.9
6
FORDSTEAD LANE
TILTS LANE
8.4m
F
D
W
F
D
W
(Track)
Drain
Drain
1
0
.9
6
0
.9
6
Drain
Def
Drain
c
n
e
F
e
g
rid
r b
e
d
n
U
A
e 4
g
rid
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d
n
U
g
in
g h
u
ro
le T
b
a
C
1
2
.0
7
4
2
.0
7
8
.0
7
1
.0
7
Drain
FB
Silos
Drain
9
.8
6
1
0
.9
6
S Gantry
FIELD STATION ROAD
MP
160
6.0m
Def
9
.8
6
4
9
.8
6
Drain
g
ki n
n
a
f B
p
o
T
kig
a n
fB
tm o
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B
rb n
e
v
O
a
m
is
(d
rig )
d
tle
Dismantled Railway Sicklecroft
Reedh olme
Smallh olme and Til ts Dr ain
2
9
.8
6
7
9
.8
6
to
e
u
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a
R
l u
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n
fe
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rid
u
c
e
s
n
io
g ta
e
s V
n
e
D
SP
Level Crossing
Pond
Depot
Works
Level Crossing
SP
Track
MLW
g
i n
S
e d
isu
D
r .
e
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sta
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tm o
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MLW
Def
t
n
tm e
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b
e A
g
rid
B
SL
Stockings
Track
F
D
W
F
D
W
1
.9
6
4
.9
6
3
.9
6
.9
6
4
.9
6
7
4
.9
6
0
2
.9
6
JB
E
n
ig
S
.0
7
5
.9
6
.3 1
7
L
P
C
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P
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5
1
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6
8
1
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6
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6
9
.4
6
9
.1
6
.2
6
9
.5
6
T
D
W
T6
D
W
9
.5
3
8
.5
6
8
.5
6
MP 0.25
Pond
c
n
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F
B
O
L
JB
E
JB
E
l e
d
re
T
l e
d
re
T
3
7
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6
3 W
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6
F
D
8 W
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6
F
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p
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ve
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2
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8
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6
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6
SL
4
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6
g
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p
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T
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tm o
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B
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H
1 .2
W
c P
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F
0
1
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6
3
1
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6
9
.4
6
9
.4
6
5
8
.4
6
5
8
.4
6
6
2
1
.5
1
.5
6
1
.5
6
4
1
.5
6
4
.3
6
5
.2
6
0
.2
6
9
.1
6
re s
o fT
e
g
d
E
SL
0
3
D7
IG
S
8
.4
6
3
9
.4
6
7
.4
6
1
8
.4
6
3 W
.4
6
F
D
1 W
7
.4
6
F
D
9
.4
6
2
5
.4
6
5
3
.4
6
8
3
.4
6
6
2
.4
7
2
.4
6
1
.4
6
1
.4
6
5
9
.3
6
5
9
.3
6
.2
6
9
.3
6
r
e
u ld
o
h
ls tS
a
B
g
i n
S
e d
isu
D
9
5
.3
6
9
5
.3
6
8
4
.3
6
JS
: C
R
L
E
OW
L
E
SK
N
OW
-D
<
n
ig
S
g
ki n
n
a
f B
p
o
T
1
.3
6
3
.1
6
n
io
ta
g e
e
o fV
e
g
d
E
2
.8
5
1
7
.2
6
4
7
.2
6
.2
6
9
.1
6
.0
6
2
.8
5
JB
E
N
O
C
B
O
L
MP .75
re s
o fT
e
g
d
E
g
in
g h
u
ro
le T
b
a
C
r
e
u ld
o
h
ls tS
a
B
->
OW
L
KE
S
P
U
JS
: C
R
L
E
8
.9
5
8
.9
5
WEST SERVICE ROAD
Cockshaw Dike
Path ( um)
A 19
3
.7
5
3
.7
5
1
4
.7
5
H
1 .2
W
c P
n
e
F
1
.7
5
JB
E
L Twr
Pumping
Station
Fish Pond
Drain
4.8m
9
.8
5
9
.8
5
0.91 m
FF
Ward Bdy
Tilt s Hills
1
0
.9
5
6 JT
9
.8
5
I
O5
JT
4
7
9
.8
1
.7
5
JB
E
Don
Brid ge
SLs
6.9m
Drain
Track
5.5m
I
JT
T
D
W
T
D
W
.7
5
I
JT
I
JT
LC
10.7m
c
n
e
F
Applehurst
Drain
0.91 m RH
Drain
T
D
W
D
O
W
p rs
le
p rs S
le
S
N
O
C
2
.7
5
T
D
W
T
D
W
ETL
Def
Smallh olme & T ilts Drain
Drain
0
1
.9
5
2
0
.9
5
1
9
.7
5
9
.7
5
T
D
W
T
D
W
7
1
.9
5
0
2
.9
5
Pond0.91 m FF
FF
Lay-by
ETL
O
JT
0 5
.9
5
T
D
W
3
0
.9
6
0
.9
5
1
9
.7
5
2
9
.7
5
9
8
.7
5
IJ .7
T
5
2
6
I
JT
5
6
.7
W
T
D
T
D
W
CD
MP
160
Pond
Track
T
D
W
BL
O
L
BL
O
B
O
6
8
.7
5
8
.7
5
8
.7
5
Apple hurs t
Pump
Duck Holt
0
1
.9
5
6
2
.9
5
6
1
.9
5
JS
: C
R
L
E
Applehurst
Pond
0.91 m RH
Ward Bdy
DONCASTER ROAD
Slui ce
1 W
2
.9
5
T
D
4 W
1
6
2
.9
5
T
D
2
.9
5
g
in
g h
u
ro
le T
b
a
C
r
e
u ld
o
h
ls tS
a
B
->
OW
L
KE
S
P
U
W
T
D
T
D
W
Railway
Pond
Pond
Ward Bdy
SL
Wel l Sike
3
.9
5
4
3
.9
5
3
9
.7
5
6
9
.7
5
5
7
9
.8
7
9
.8
5
Hide
Pond
CD
SL
Owsto n
Commo n
I
JT
8
1
.9
5
6 W
1
.9
5
T
D
3 5
2
.9
5
I
JT
4
2
.9
T
D
W
9
.7
5
9
.7
5
B
O
L
7
5
.0
6
.0
6
8
2
.0
6
8
2
.0
6
.9
5
.0
6
4
6
.9
5
4
6
.9
5
1
3
.9
5
4
3
.9
5
4
0
.9
5
7
0
.9
5
W
T
D
T
D
W
Applehurst Drain
Path ( um)
Drain
Level Crossing
MP .75
11.5m
FW
Drain
MP .5
Pond
3 W
.9
5
T
D
0 W
.9
5
T
D
0
.8
5
0
.8
5
Drain
Ward Bdy
Rail way
FB
3 5
.9
5
6
3
.9
2 5
4
.9
5
3
.9
7
0
.8
5
7
0
.8
5
5
7
1
.8
9
1
.8
5
5
2
.8
2
.8
5
6
7
.8
5
Sl
Drain
Cocks haw Drain
Dism antle d
0
4
.9
5
4
.9
5
I
JT
I
JT
JB
E
JB
E
d )
e
(D isu
IG
S
r m
ltfo
P
d
ise
a
R
B
O
L
re s
o fT
e
g
d
E
JB
E
SL
Signal Post
Def
Def
ETL
Drain
ulver t
C
h
itc
D
D
O
W
p rs
le
NS
O
C
T5
D
W
7S
.9
p rs
le
T5
D
W
6
7
.9
Cockshaw Drain
Cocks haw Drain
e1
ip
P
.
p rs
le
S
N
O
p rsC
le
S
D
O
W
g
d in
trR
o
ts M
in
o
P
2
3
.9
5
7
3
.9
5
N
O
W C
D
O
p rs
le
p rsS
le
S
2 E
7
.8
5
xp
e r
b
im
T
g
n
o
L
Golf Course
r
e
u ld
o
h
ls tS
a
B
itch
D
JB
E
C
N
O
p rs
le
S
t
in
g o
lu
P
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6 3
1
P
M
re s
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e
g
d
E
g
in
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u
ro
le T
b
a
C
c
n
e
F
Side Cutti ng Drain
e%
ip
P
C1
.2
Ponds
1.22m Tk H
Track
e1
ip
P
.2
r
e
b
T im
g
n
o
L
Golf Cour se
5.0m
Owston Common
BL
O
L
B
O
JB
E
Applehurst Junction
c
n
e
F
h
itc
D
t
c
u
D
Water
ate
G
MP .5
t
c
u
D
Drain
Side Cutti ng Drain
g
ki n
n
a
f B
p
o
T
te
a
G
B
O
L
W
T
D
T
D
W
n
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ta
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g
d
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g
in
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b
a
C
g
in
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u
ro
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b
a
C
JB
E
p
s u
p
te
S
29
Cocks haw Dik e
JB E
E
JB
JB
E
tfo rm
la
d P
ise
a
R
L L
B
O
B L
O
B
O
B
O
L
BL
O
L
B
O
n
ig
S
Wa
g
in
ta
e
Hl
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s1
g R
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lg in
t P
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h
S
I
5
.1
7
L
C
H
1 .2
W
c P
n
e
F
.7 2
3
L
P
C
P
C
.7 7
3
L
C
.2 7
4
L
P
C
itch
D
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D
.0
e 1
ip
P
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D
g
ki n
n
a
f B
p
o
T
g
ki n
n
a
f B
p
o
T
.8
e 1
ip
P
Pond
Track
.6
e 0
ip
P
5
.2
e 0
ip
P
itch
D
g
ki n
n
a
f B
p
o
T
. 0
4
L
P
C
H
1 .2
W
c P
n
e
F
H
1 .2
W
c P
n
e
F
te
a
G
.0
e 1
ip
P
itch
D
H
1 .2
W
c P
n
e
F
.
e 1
ip
P
Drain
enc
F
t
c
u
D
Drain
Drain
4.4m
Drain
H
1 .2
W
c P
n
e
F
APPLEHURST LANE
c
n
e
F
.8
0
SL
t
c
u
D
e
ip
P
Tumholme
Owston
Grange and
SD
Drain
Shaftholme
Junction
CD
MP .5
MP 165
SL
MLW
Drain
c
n
e
F
t
c
u
D
.8
0
Level Crossing
g
ki n
n
a
f B
p
o
T
CD
Ward Bdy
MP .25
7.6m
MLW
SP
Drain
MP .5
8.6m
-A
<
es
c
fr o
mA
le h
p
t L
rs
u
ne
a
itch
D
Drain
ge
d
e
H
Drain
8.5m
Pond
Pond
rma
a
T
Ro
c
d
a
k
c
ra
T
e0
ip
P
.5
te
a
G
ge
d
e
H
e
ip
P
MP
160 .25
Tumholme
Tumholme
Burnt Ings Plan tation
NORTH FIELD LANE
SP
Pond
49
c
n
e
F
BELL CROFT LANE
(Track)
ate
G
Eccle s Clo se D rain
Owsto n Wood
7.6m
Def
Drain
Drain
Applehurst Lane
h
itc
D
Pond
Owsto n Wood
Plant atio n
ETL
Track
Slui ce
t
c
u
D
Great Lay Field / Far Ley Field
SP
Pond
Young Row
Sixt een Acre Plan tation
1.22m RH
ETL
5.8m
Pond
Sickle Croft
Pond
e0
ip
P
.5
Randa ll Cr oft Wo od
Reference:
Appendix 2 of the 'Assessment as
to the effects on sites or historic features
of the historic environment' - Summary of
the significance of effects on heritage
assets
ETL
Thorp e Ma rsh Drain
Pond
Pond
Pond
SP
Drain
ETL
5.8m
c
n
e
F
SD
SB
Tumho lme
North fie ld Br idg e
t
c
u
D
57
Mile Stone
(Track)
Thorp e
Marsh
c
n
e
F
c
Fen
A 19
Drain
Drain
Drain
Pond
Pond
Cockshaw
Dike
LOVE LANE
MH & MLW
Path ( um)
Drain
APPLEHURST LANE
itch
D
A 19
MP .25
c
Fen
"
RH
SP
Young Row Pla ntation
Drain
Drain
CD
ge
d
e
H
Shaftholme Junction
Burnt Ings Plan tation
FB
1.22m RH
6.1m
Drain
Drain
BELL CROFT LANE (Track)
Sixt een Acre
Plant atio n
Drain
Owsto n
Commo n
(Track)
Tranm oor
Thorpe Marsh
7.1m
c
Fen
Track
Drain
Drain
LOVE LANE
Drain
Drain
ETL
1.22m RH
Drain
(Track)
Pond
BROAD INGS LANE
MARSH LANE
Def
Pond
MP
68.75
MP 68.75
Drain
SPENCER LANE
5.5m
6.7m
GP
e
Drain
Drain
05
11
6.7m
5.5m
Drain
Drain
Owston Wood
FB
Drain
Drain
DONCASTER
ROAD
Tranmoor
Bungal ow
BRAMWITH LANE
Const
Co Const Boro
& Ward
BdyBdy
0
1
.9
6
5
0
.9
6
0
9
.8
6
Cocks haw Dik e
Ponds
Ward Bdy
Track
E
Engine D ike
Springfields
BELL CROFT LANE
g
ed
H
5.8m
A 19
Drain
North Field
NEW INGS LANE
Track
7
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6
PM
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<
IN
A
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W
O
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A
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MH & MLW
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Level Crossing
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6.9m
Track
Joan Croft Lane
Bell Croft Lane
6.1m
0
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6
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Old R ow P lanta tio n
Rive r Do n
Track
Shal om
BELL CROFT LANE
Joan Crof t
Drain
Path ( um)
Drain
ETL
5.8m
JOAN CROFT LANE
Tranm oor
North fie ld Dr ain
1.22m RH
T
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3
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Track
5.2m
THORPE LANE
Wi ntringham House Farm
9
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6
4
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6
6.4m
7
2
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Buske y Pl anta tion
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Drain
GP
Foot Bridge
Track
FB
Pond
Ponds
25
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GP
Drain
Track
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MP .5
Track
MP .5
HOLME FLEET LANE
Thorp e Ma rsh Drain
Marsh Lan e
Brid ge
Pond
The Ol d
Barn
1
8
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6
N
C
5
3
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6
8
3
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6
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F
Owston Grange &
Tamholme Drain
Drain
7.0m
New In gs
Drain
The Forge
Marshfields
South Farm
House
South Farm
Barn
ts R
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P
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1
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4
5
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T
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T
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9
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T 6
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8
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5
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6
4
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6
9
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6
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P
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Thorpe
Gates
Drain
n
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S
JB
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IC
7
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3
9
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6
0
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6
3 6
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8
9
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2
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T
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T
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T
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Flood Gate
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6.4m
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T
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6
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Drain
P
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2
Track
(Track)
P
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0
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8
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8
9
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S
house
08
Felhu rst Brid ge
13
Askern
E Junction
Whe at H olme
Plant atio n
P
E
ate
G
g
7.0m
L6.21 IC
C
enc P
F
1 .2H
W
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G
Cocks haw Bridge
5.0m
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G
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0.6
MIDDLE LANE
6.4m
Tumholme
Wood
WHEAT HOLME LANE
Fenc
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P
HOLME LANE
One Acre
Newmarche House
AIREY LANE (Track)
E
New In gs Dr ain
Flood Gate
Co Const Bdy
BRAMWITH
Tranm oor Drain
te
a
G
itch
D
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JoanC
Joan Croft
Junction
P
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MP .5
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MP .5
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1
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FB
0
9
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9
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6
Commo n Dr ain
1.22m RH
Wes t Fa rm
06
1.22m RH
T
D
W
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b
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C
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F
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1
R
H
6.1m
Golf Cour se
IC
.4 8
6
L
C
Path ( um)
Drain
P
C
1.22m RH
6.0m
4
0
.9
6
T
D
W
T
D
W
9
7
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6
7
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6
3
1
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6
0
1
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6
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D
W
T
D
W
2
7
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6
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8
4
0
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6
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2
0
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6
3
0
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6
3
0
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6
0
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6
2
1
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6
5 W
7
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6
T
D
T
D
W
T
D
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9
7
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4 6
7
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6
4
1
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0
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6
7
0
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6
I
JT
I
JT
I
JT
8
1
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0
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6
0
1
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6
T im
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n
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L
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b
Pond
n
ig
S
Track
Def
LANE
Drain
Drain
Wilsic k Ho use Drain
Chapel Lea
Pond
2 6
0
.9
6
8
3
.9
2 6
9
.8
6
8
2
.9
T
D
W
3
2
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6
3
2
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6
3
.9
6
3
2
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6
1
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6
1
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6
8 2
5
-2
E
8 2
5
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E
1
7
2
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6
T
D
W
8
0
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6
3
0
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6
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R
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T
2
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6
2
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6
5
1
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6
0
1
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6
P
C
6.4m
35
ETL
Elmstone
Farm
TCB
MLW
Pheasants Rise
View
Meadow
7.0m
MS 24
Drain
Thorpe Lane
3.58m RH
Joan Croft 58
Junction
5.0m
Denby
Croft
Thorny
The Acorns
Track
itch
D
Peartree
House
Track
14
Pond
LB
Thorpe
Stone Garth
Cottage
Def
Ol d Station House
Drain
5.1m
Meadowcroft
Riddings Farm
Cottage
The Laurels
The Will ows
TopekaWaterl ow
ipe 0.5
P
44
Path ( um)
Oak Wood
House
Barn-Holm
The
5.9m
West Dale
House
HONEY LANDS LANE
6.4m
(Track)
Shelter
Tudor House
Middl e Croft
House
Orchard
AIREY LANE (Track)
Def
" 56
Fox Holl ows
Briar Cottage
Fairfield
The Bl acksmiths Ho
The Gables
6.4m
Thistl e
Garth
Kirren Cottage
te
a
G
itch ontiu
D
A19
Ward Bdy
22
C Tk
ETL
Woodyers
House
Fish
Pond
Fish
Pond
Farm
The Bungalow
Poplar Farm
te
a
G
F
D
W
Drain
Middle Lane
Drain
10
03
Shawfield
Spring Acre
Drain
Def
Drain
28
Overflow
New In gs
GP
11.3m
6.24
5.2m
enc
F
t
32
Drain
Tranmoor Drain
6.7m
THORPE LANE
THORPE LANE
Thorpe in Balne
62
(Track)
itch
D
ulver
C
4.8m
Peart ree
Farm
Wilsick House
Drain
6.24
Drain
6.1m
THORPE LANE
6.3
6.3
43
Balne Hou se
Farm
Chapel
(remains of)
5.2m
Paitfield Lands
Paitfield Lands
Co Const & Ward Bdy
LANE
Boro Const Bdy
6.4m
Bramwith Lock
F
D
W
HONEY LANDS LANE
Drain
Drain
Track
C TK
1.22m RH
SP
Owston Grange
5.2m
"
Maebrice
HONEY LANDS LANE
Owston
Grange
Bungal ow
52
F
D
W
Owston Grange
Track
66
4.9m
Drain
BS
BRAMWITH
Broad Ings Drain
Drain
Ponds
New
In gs
Drain
itch
D
6.502
6.495
6.493
HONEY LANDS LANE
(Track)
Def
RH
Drain
Drain
MLW
Slui ce
Wi lsick Ferry
House
6.507
enc
F
Broad
In gs
Rive r Do n
5.8m
Wilsic k Ho use Drain
Drain
Bol
Manor House
ct
u
D
HONEY LANDS LANE
Drain
DONCASTER ROAD
MP .25
(O ld Co urse )
Drain
Moat
Flood Gate
Meadowcrest
Penrhyn
MP 161
Pond
Drain
Kenwood
45
65
ETL
5.6m
LC
Dicken Farm
MIDDLE LANE
6.4m
Golf Cour se
Guide Post
Pond
Drain
Drain
Track
Bol
T
D
W
(Track)
BLACKER GREEN LANE
rm ro
a
(F
vlC
e
L
ce n
siA
s)
g
Holme Dik e
B 1220
5.2m
MHW
Flood Gate
Bol
F
D
W
Eccles Close Drain
Hol me
Cottage
Drain
Track
MLW
Aqueduct
FB
FB
Broad Ings
Bol
PAITFIELD LANE (Track)
MIDDLE LANE
Drain
FB
Boro Const Bdy
Def
Engine D ike
C Tk
6.4m
6.2m
Pait fie ld La nds
MP 68
Drain
6.0m
MLW
Co Const & Ward Bdy
Wil sick House
Farm
5.4m
7.16
7.158
18
Stone
6.4m
Holme Lan e
Farm
ponds
Dormer Green
F
D
W
40
Holme
MH & MLW
Drain
Path ( um)
MP 68
Honey Lands Lane
GP
HOLME LANE
Bric k Kiln
Plant atio n
Track
Rive r Do n
7.365 W
T W
D
T
D
7.365
Drain
6.3m
Holme
Farm
Stock bridge Beck
Drain
GP
The Bunga low
Brick Kiln
Plantation
Track
5.7m
Drain
Break s Pl anta tion s
54
ROCKLEY LANE
HOLME LAN E
Well
Drain
Rive r Do n
(O ld Co urse )
F
D
W
Track
Slui ce
MLW
MHW
MHW
Bol
Flood Gate
7.39
Drain
Drain
1.22m FW
Bol
Rive r Do n
MH & MLW
7.390
Lady Wo od
Tank
Pond
7.514
Holme Lane
Eccles Close Drain
41
Stock bridge Beck
(Pumping)
7.514
Pond
Und
MHW
Engine House
FB
7.50
Stockbridge
Stockbridge Beck
Beck
Bric k Kiln P lanta tio n
Bramw ith
Kirk
7.502
42
Drain
Pond
Drain
Track
Drain
Track
Pond
Drain
1
2
New C ut
CHEQUER LANE
FB
Slui ces
MH & MLW
7.51
Path ( um)
6.5m
Pond
MLW
lug oint
P
7.538
C Tk
Rockl ey
Drain
L Twr
MH & MLW
7.528
7.528
Drain
Sourp iec e Wood
East
Farm
5.2m
Pond
7.629
7.64
Rockley
6.1m
Drain
Pumphouse
Cottages
7.5
Pond
1.22m RH
DORMER GREEN LANE
7.0m
A 19
4.9m
Boro Const Bdy
Def
SM
SM
7.583
SP
ROCKLEY LANE
7.1m
A 19
63
Tk
6.1m
Sourpiece Wood
6.7m
Def
SM
Aqued uct
SM
Drain
T
D
W
7.13 W
T
D
7.18
Path ( um)
GP
Lady 6.1m
Woo d
SM
SM
Pond
Track
SM
rm ro
a
(F
vlC
e
L
ce n
siA
s)
g
Doncaster
Lodge
FB
Pond
Pond
SM
Drain
Woo d Clo se
Plant atio n
Pond
HIGHFIELD LANE (Track)
Ward Bdy
MP .25
7.0m
Stock bridge
Beck
Slui ce
Drain
(Level Crossing)
Black er G reen
Farm
T
D
W
T
D
W
Holme
Trumfleet Marsh
Dormer Green Gates
6.1m
7.596
7.583
Track
Stock bridge
Plant atio ns
STOCKBRIDGE LANE
11.3m
Trumf leet Pit
7.51
20
DONCASTER
Askern
Lodge
Dike
/ H
O
M
C
5.2m
r t
lve
u
C
.4
e 1
ip
P
Drain
7.51
Drain
6.0m
/ H
O
M
C
6.7m
ROCKLEY LANE
7.0m
ROAD
7.614
21
5.1m
r t
lve
u
C
.4
e 1
ip
P
7.614
MS
Shelter
itch
D
cF
n
e
7.42
7.45
Drain
T
D
W
T
D
W
P.H.
Sutton Lodge
7.623
Storrs Lane
Owston
Park
Lodge
SD
Bl acker Green
Cottage
T
D
W
T
D
W
LP
(Drain)
Black Sik e
48
11
THE SPINNE
Y
ETL
10
26
11
1
15
15
Th e Bu n ga l ow
Win dy
42
17
21
31
No ok
2
Th e Pi n fo l d
Se ym or e
6.7m
7.0m
Sa nd on
4
14
PI NEFIELD
AVENUE
27
MALLARD AVENUE
Drain
Boro Const Bdy
ST ANDREW'S WAY
15
7
24
23
20
32
11
PI NE HALL ROAD
11
Pi nf ol d
Lo dg e
25
25
34
35
14
Co Const & Ward Bdy
CR
23
12
Title
" 72
The Network Rail (North Doncaster Chord) Order
Location of Recorded Heritage Sites
Regulation 5 (2) (m)
Designed
GM
Eng check
Drawn
HB
Coordination
Dwg check
CM
Approved
Scale at A3
1:20,000
Status
Final Issue
Drawing Number
261980-2.4-Figure 1
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
P:\Leeds\ITD\DATA\GIS\Shaftholme environment
N/A
GM
KL
Rev
P1
May 2011
Figure 2 - Plan showing the extent of geophysical survey
25
¯
NOBLE THORPE LANE (Track)
LC
Shirley Wood
(Drain)
New Dike
Rimer House
Drain
Wrancarr House Farm
6.1m
SD
SHIRLEY LANE
Def
Drain
(Track)
SD
HAYWOOD LANE
(Track)
Track
Shirley
Pool
Drain
Drain
NARROW LANE
NARROW LANE
ETL
1.22m
RH
Drain
SD
Track
(Track)
Pond
Drain
LANE
HAYWOOD
6.3m
Shirley Wood
Ward Bdy
Track
MP .5
MP .5
SHIRLEY LANE
MP .5
SD
NARROW LANE
(Track)
Drain
(Track)
NOBLE
THORPE LANE
Drain
Drain
SD
Pond
C Tk
SD
Pond
Thorpe Grange
LC
1.22m RH
6.4m
Drain
Development Boundary (Final)
Proposed North Doncaster Chord, Haul Routes and Highway Bridge
Development Boundary (previous)
Anomaly
Drain
Noblethorpe
Pond
Legend
Drain
C Tk
Shirley Pool
Notes
Drain
Pond
Areas of Gradiometer Survey
Frie sia n
GP
6.2m
THORPE GRANGE LANE
View
1.22m RH
Drain
Drain
Shirley
Drain
Drain
Shirley
NOBLE THORPE LANE
SD
Drain
Drain
Pond
THORPE
n
1.22m RH
CR
to
S
rs
Lan
e
ig
S
HIGHFIELD LANE
Drain
LANE
GRANGE
Drain
Fen
ce
itc
D
h
at
G
e
LC
IC
L7 .37
C
7.52 7
7.52 7
E
7.52 1
ph
Y
G LE
T IN
WS
K
P 5m
S
G LE
N
- >
O
KN
hts
N LIN
LR :
E
I
TT
O
LC Lig
R
KE
S
A
7.48 9
Y
G LE
WT T
D
T IN
O
N
OK
- T
<
N
OW
- D
<
7.48 9
Y
7.49 2
BLACKER GREEN LANE
7.49 5
JB
E
LC
Lig
hts
tra ilD
S
B
LO
g
ec kin
e v e lC r o s si n
L
g
LP
ay
DT
W
hts
at
G
a lkw
W
DT
W
JB
E
LC Lig
e
Drain
DT
W
7.52 4
IC C
L7 .2
1.22m RH
N
PK
U
Haywood
Crossing
IC
L7 .38
C
7.52 8
7.52 8
at
G
B
O
L
7.49 0
e
7.49 0
Blacker Green
DT
W
DT
W
LP
DT
W
Pond
7.54 6
7.54 4
7.49 4
7.49 6
JB
E
Cottage
V
CT
7.5 2
7.5 0
to
S
rs
Lan
e
B
LO
Drain
7.53 0
7.52 7
DT
W
JB
E
ar thR
E
od
B
LO
DT
W
DT
W
H
M
7.5 0
L6 .3
C
7.5 7
STORRS LANE
7.5 7
7.56 2
7.5 9
en ce
F
7.5 4
ETL
dg eo
E
h ou
tS
hing
ro ug
T
eta tion
al las
B
7.58 7
ab le
C
fV eg
7.58 4
lde r
7.61 2
6.1m
7.60 5
.3H
7.60 7
W1
P
en ce
F
Dormer Green Gates
7.61 2
eta tion
st
lde r
fV eg
fB al
h ou
tS
dg eo
E
dg eo
E
al las
B
MP .75
7.64 1
7.64 1
Crossing Gate Farm
7.61 9
7.62 2
DT
W
DT
W
7.6 2
7.6 2
Farm
7.62 8
7.62 8
7.69 0
7.68 0
MP .75
7.62 9
7.62 9
Pond
(Level Crossing)
Blacker Green
HIGHFIELD LANE (Track)
WS
A
Ward Bdy
7.0 5
7.1 2
Pond
7.62 3
7.62 3
n ce
e
F
P
E
itc h
D
n ce
e
F
DT
W
DT
W
7.4 5
7.4 2
r
l ve
u
C
7.61 4
t
. 4
1
ip e
P
7.61 4
/
MO
C
H
Track
7.5 1
/
MO
C
7.5 1
r t
l ve
u
C
. 4
1
ip e
P
H
7.58 3
7.59 6
DT
W
DT
W
7.4 3
7.4 5
MP .25
7.5 5
7.58 5
DT
W
DT
W
DT
7.1 3 W
8T
D
7.1 W
7.5 5
7.58 3
7.6 8
7.68 6
7.56 5
7.5 0
DT
W
DT
W
7.65 1
7.64 1
7.54 7
7.5 7
7.62 7
7.61 4
7.5 0
7.54 8
DT
W
DT
W
7.62 1
7.62 9
7.54 7
7.53 9
SP
7.62 9
7.62 1
7.54 4
7.52 9
Area 3a
DF
W
7.62 2
7.53 7
7.53 4
7.61 9
DF
W
7.62 4
7.62 9
Path (um)
1.22m RH
DORMER GREEN LANE
7.54 1
7.52 6
6.1m
7.64 4
DF
W
7.62 9
7.53 9
7.52 4
7.64 6
7.64 1
7.53 4
7.52 4
7.64 6
7.64 3
Drain
(Track)
7.53 3
7.52 6
DF
W
7.63 4
7.62 6
7.52 8
7.52 8
DF
W
en ce
F
7.62 3
7.61 5
Rockley
E
Y
7.61 2
st
7.60 9
fB al
lde r
dg eo
E
h ou
tS
G LE
T IN
al las
B
WS
K
n
ta tio
g e
e
o fV
g e
d
E
- >
O
KN
N LIN
LR :
E
Y
G LE
N
OW
- D
<
lde r
R
KE
S
A
IN
TT
O
h ou
tS
N
PK
U
al las
B
hing
ro ug
T
eta tion
ab le
C
7.52 6
fV eg
7.51 8
dg eo
E
6.2m
7.51 4
7.50 4
ig n
S
.3H
P1
W
en ce
F
DT
W
DT
W
BLACKER GREEN LANE
(Track)
7.48 6
7.4 6
7.60 0
7.60 0
Track
7.5 9
7.5 9
DF
W
7.4 6
7.48 6
Pond
7.5 7
7.54 7
Drain
7.49 5
7.49 0
7.54 3
oin t
7.53 8
lu gP
P
7.50 6
7.51 1
DF
W
7.52 4
7.52 1
7.51 1
7.51 4
DT
W
DT
W
7.50 5
7.50 2
7.51 4
7.51 4
DF
W
C Tk
LC
7.48 3
7.48 0
7.50 5
ig n
S
P 3
C
L 7.3
C
7.50 8
ip e
P
ig n
S
ua spard
reG
T
ig n
S
s
at e
G
ip e
P
ip e
P
pe r
nS leg
o odeD
W
ec kin
SP
at e
G
s s
re spaG
T
ua rd
v e
e
L
lC ro si n
g
a rm A
(F
c e
s s)
7.43 4
ip e
P
7.43 4
ig n
S
Reservoir
7.4 3
7.4 3
Area 3b
L 7.1
P
C
6
7.39 3
7.39 0
7.45 5
7.45 2
DF
W
7.36 5
7.36 5
Rockley
7.42 9
7.42 6
DT
W
DT
W
7.1m
DT
W
DT
W
7.3 6
7.3 3
7.39 9
7.30 5
7.30 2
7.36 1
7.36 1
DF
W
7.26 8
(80)
7.2 3
7.32 7
7.3 0
DF
W
7.28 2
7.28 7
7.20 1
7.20 4
7.24 0
7.24 3
DF
W
DF
W
7.15 8
7.16 1
7.19 2
7.18 7
7.10 9
7.10 9
en ce
F
st
st
E
.3H
G LE
T IN
WS
K
DF
W
- >
O
KN
fB al
N LIN
W1
P
en ce
F
LR :
E
Y
G LE
lde r
N
OW
- D
<
dg eo
E
R
KE
S
A
IN
TT
O
h ou
tS
lde r
N
PK
U
al las
B
h ou
tS
fB al
7.14 7
al las
B
dg eo
E
7.15 0
Y
Drain
Path (um)
Dormer Green
BLACKER GREEN
(Track)
5.4m
LANE
Paitfield Lands
7.06 1
7.06 1
7.09 1
7.09 4
Paitfield Lands
DF
W
DT
W
DF
W
DT
W
7.04 3
7.04 6
7.01 4
7.01 4
MP 68
DF
W
P
M
(78)
7.24 0
7.24 3
6.9 6
C Tk
6.9 3
DF
W
MP 68
6.9 4
6.9 1
6.91 6
6.91 9
6.94 5
6.94 8
DF
W
6.87 1
6.8 6
6.89 8
PAITFIELD LANE (Track)
6.89 5
6.81 8
6.82 1
6.84 6
6.84 9
DF
W
Moat
DF
W
6.79 2
6.79 5
6.7 6
6.7 9
DT
W
6.72 5
DT
W
Area 3c
6.72 2
DF
W
6.74 2
6.74 2
6.8 1
6.8 4
DT
W
DT
W
6.9 6
6.9 8
6.4 0
6.4 0
DF
W
6.4 7
6.5 2
6.0 3
6.0 6
6.1 6
6.1 3
GP
Stone
LC
DF
W
HOLME LANE
DF
W
6.3m
DT
W
GP
Area 2d
Area 2c
Area 2a
ROCKLEY LANE
HOLME LAN E
Path (um)
6.5 3
6.5 3
6.57 8
6.58 1
6.5m
7.39 9
Area 2b
7.0m
Pond
(79)
6.53 0
6.5 1
6.5 3
IC
L5 .65
C
6.53 0
ETL
5.6m
MP 161
t e
a
G
s
re spa s
T
uaG rd
ig n
S
pe r
nS leg
o odeD
W
ec kin
en ce
F
at e
G
s
re pas s
T
ua rd
G
6.50 5
ig n
S
6.50 7
6.52 8
vL lC
e
e ro si n
g
a rm cA e
(F
s )s
(Track)
BLACKER GREEN LANE
6.52 5
DF
W
6.50 0
6.50 2
6.49 3
6.49 5
DF
W
B
LO
6.48 6
6.48 8
DF
W
Manor House
B
LO
6.48 2
6.48 0
Drain
6.48 5
6.48 5
6.4 0
6.4 0
DF
W
6.4 8
DF
W
6.4 8
6.4 1
6.43 1
6.42 8
Dicken Farm
DF
W
c t
u
D
JB
E
JB
E
6.4 2
6.4 2
6.41 8
6.41 5
DF
W
MIDDLE LANE
DF
W
6.4m
DF
W
HONEY LANDS LANE
6.45 1
6.4 6
6.40 3
6.40 3
en
F
ce
HONEY LANDS LANE
(Track)
6.43 8
6.43 8
Kenwood
6.38 6
6.38 8
DF
W
DF
W
6.42 7
6.42 7
6.3 8
6.3 8
en ce
F
DF
W
Y
dg
E
fB al
lde r
eo
6.40 5- >
Y
G LE
6.40 8
dg eo
E
G LE
T IN
h ou
tS
IN
TT
O
O
KN
al las
B
E
hing
ro ug
T
WS
K
N
PK
U
st
fB al
dg eo
E
lde r
h ou
tS
N LIN
al las
B
ab le
C
fV
st
eta
6.35 0
eg
.3H
6.34 8
tion
W1
P
en ce
F
DF
W
Meadowcrest
DF
W
Drain
6.39 4
6.39 4
Penrhyn
LR :
E
N
OW
- D
<
R
KE
S
A
6.32 8
6.32 8
DF
W
6.30 6
6.30 4
6.38 1
6.38 1
DF
W
Area 4
4.9m
Maebrice
6.37 1
6.37 1
6.28 9
6.29 1
DT
W
DT
W
DF
W
6.3 3
6.3 3
C TK
DF
W
6.28 0
6.27 8
6.35 6
6.35 6
6.2 4
DT
W
DT
W
DF
W
SP
Paitfield Lands
Paitfield Lands
1.22m RH
6.2 6
6.34 8
DF
6.34 6 W
6.24 2
6.24 4
Well
6.45 1
Holme
Cottage
6.4m
6.47 7
Area 1d
(77)
Area 1c
Eccles Close Drain
6.47 2
Eccles Close Drain
itc hc
D
se
on inut
6.34 0
6.34 0
HONEY LANDS LANE
6.2 6
6.2 6
Owston
Thorpe in Balne
DF
W
Grange
Bungalow
DF
W
itc h
D
6.32 8
6.32 8
6.21 3
6.21 3
6.32 4
6.32 6
Holme
Farm
6.20 3
6.20 3
DF
W
HONEY LANDS LANE
itc hc
D
es
on tinu
DF
W
Drain
6.31 4
6.31 9
6.18 9
6.19 2
6.30 3
6.30 3
Area 1b
6.17 2
6.17 5
DF
W
B
LO
6.29 5
6.29 8
6.1 2
6.15 7
Owston Grange
DF
W
DT
W
DT
W
DT
W
DT
W
6.28 4
6.28 9
5.2m
DF
W
6.14 3
6.14 3
JB
E
DT
W
DT
W
I
JT
I
JT
6.27 7
Drain
6.27 4
Drain
The Bungalow
5.2m
ow n)
not sh
JB
E
JB
E
(81)
(Track)
itc h(
D
B
LO
DF
W
847
6.13 3
6.13 6
IG D
S
Poplar Farm
B
LO
itc
D
h
DT
W
DT
W
DF
W
en
F
ip
P
ce
Woodyers
House
e
0.
6.2 7
6.2 4
5
ul
C
6.13 1
6.13 6
ver
t
6.24 9
at
G
e
DF
6.25 4 W
Thistle
Garth
Kirren Cottage
Middle Croft
6.12 9
6.13 4
H
M
Fox Hollows
L5 .6
C
6.2 8
6.23 3
6.1 2
6.12 2
C Tk
DT
W
DT
W
6.20 8
6.21 1
JB
E
JB
E
I
JT
6.12 1
6.12 9
JB
E
B
LO
.7H
DT
W
a l0
W
DT
W
Oak Wood
House
Meadowcroft
Drain
5.1m
Barn-Holm
6.18 2
P 68
M
6.18 5
Track
Tudor House
Fairfield
Briar Cottage
I
JT
Holme Lane
Farm
Spring Acre
Farm
DF
W
(76)
The B unga low
Shawfield
.25
6.1 9
6.12 2
DT
W
Drain
6.1 5
6.1 8
en ce
F
N
PK
U
hing
ro ug
T
6.1 4
DT
W
6.1 9
E
WS
K
- >
DT
W
DT
W
dg eo
E
fB al
Y
dg eo
E
DF
W
G LE
IN
O TW
DF
KN
lde r
h ou
tS
al las
B
N LIN
LR :
E
N
OW
- D
<
Y
G LE
R
KE
S
A
IN
TT
O
6.1 8
N
J U
6.1 0
LM E
HO
T
F
HA
S
M
RO
- F
<
.3H
The Blacksmiths Ho
6.15 3
eta tion
6.15 6
W1
P
en ce
F
fV eg
st
Drain
N
T IO
C
L5 .68
C
The Gables
The
5.9m
MIDDLE LANE
ip e
P
0. 5
HONEY LANDS LANE
6.4m
(Track)
TCB
Thorpe
Stone Garth
Cottage
Chapel Lea
House
Orchard
AIREY LANE (Track)
The Laurels
The Willows
TopekaWaterlow
Drain
Denby
Croft
Thorny
The Acorns
One Acre
Pheasants Rise
View
Meadow
The Forge
Marshfields
Newmarche House
AIREY LANE (Track)
Drain
MP .75
en ce
F
(75)
Area 9
LB
Riddings Farm
Cottage
West Dale
House
6.4m
Area 5
4.8m
6.4m
Elmstone
Farm
H
M
Area 1a
Drain
ETL
ab le
C
Balne House
Farm
Track
Track
itc h
D
South Farm
en ce
F
Golf Course
House
Pond
Mast
ip e
P
Level Crossing
0. 6
t e
a
G
South Farm
Barn
ip e
P
7 1
.9
6
7 1
.9
6
7 6
.9
6
The Old
JB
E
.9 4
6
7 1
.9
6
n ce P
e
F
R1
. 2
H
- U
<
PM
A IN
OW
D
N MA
5 6
.9
6
IN - >
6 6
5
.9
STC
A
E
OA
ST
MA
I L
N IN E
R: E
L
E
CM
2
DT
W
b le T
a
C
ro u
g h
g
in
.9 2
6
.9 5
6
4 6
.9
6
4 6
.9
6
DT
W
DT
W
DT
W
itc h
D
n ce P
e
F
W 1 .2
H
en ce
F
Pond
Barn
I
JT
OT
T
EM
PL
EH
UR
ST
DT
W
DT
W
NCT
JU
IO
- ->
N
8 1
.9
6
at e
G
0. 6
Drain
DT
W
DT
W
3.58m RH
JB
E
5 1
.9
6
4 3
.9
6
5 1
.9
6
JB
E
B
O
L
3 7
.9
6
3 7
.9
6
i n
o
P
ts M
o to
r
n d
a
H
le
4 3
.9
6
en ce
F
ip e
P
DT
W
3 4
.9
6
2 9
.9
6
3 2
.9
6
ie R
T
o d
0 3
.9
6
2 7
.9
6
2 7
.9
6
-2 5
E
- 2
8
1
DT
W
0 8 6
.9
6
4 2
.9
2 9
.9
6
1 0
.9
6
P
C
1 5
.9
6
3 4
.9
6
4 2
.9
6
4 7
.9
6
DT
W
n d
a
H
le
0. 5
DT
W
3 8
.9
6
9 2 .9
.8
6
6 8
2
0 2
.9
6
2 3
.9
6
2 3
.9
6
-2 5
E
- 2
8
3 3
.9
6
2 3
.9
6
1 9
.9
6
1 9
.9
6
1 4
.9
6
.8 9
6
2 2
.9
6
.8 4
6
DT
W
DT
W
DT
W
DT
W
0 100 200 Metres
.8 5
6
1 3
.9
6
1 1
.9
6
Pond
SP
DT
W
0 9
.9
6
7 2
.8
6
Drain
DT
W
7 9
.8
6
7 7
.8
6
1 0
.9
6
1 3
.9
6
1 0
.9
6
DT
W
DT
W
DT
W
9 8
.8
6
.8 6
6
7 1
.8
6
7 1
.8
6
0 1
.9
6
0 4
.9
6
DT
W
DT
W
7 4
.8
6
.8 9
6
0 7
.9
6
9 7
.8
6
0 4
.9
6
n ce
e
F
itc h
D
ra ck
T
9 8
.8
6
-2 5
E
- 2
8
0
DT
W
.8 9
6
.8 6
6
5 7
.8
6
5 4
.8
6
7 9
.8
6
4 4
.8
6
7 6
.8
6
4 4
.8
6
DT
W
-2 5
E
- 1
8
9
7 5
.8
6
O
XP
O
DT
W
PR
A
4 0
.8
6
P
C
4 0
.8
6
.8 7
6
.8 9
6
7 7
.8
6
7 4
.8
6
7 8
.8
6
7 6
.8
6
7 8
.8
6
B
O
L
.8 3
6
.8 6
6
DT
W
DT
W
DT
W
9 5
.8
6
.8 3
6
.8 7
6
9 5
.8
6
.8 6
6
n ce
e
F
itc h
D
Area 10
n g
o
L
Tm
i e
rb
P2
S
mp h
5
5.0m
0 5
.9
6
DT
W
DT
W
0 4
.9
6
0 6
.9
6
N
C
0 4
.9
6
0 4
.9
6
9 5
.8
6
.8 4
6
Track
1 3
.9
6
DT
W
0 2
.9
6
.8 2
6
0 4
.9
6
N
C
0 3
.9
6
0 3
.9
6
0 9
.9
6
1.22m RH
1 2
.9
6
0 6
.9
6
7 7 W
.8
6
DT
7 5
.8
6
DT
W
DT
W
7 9
.8
6
7 4
.8
6
0 9
.9
6
1 4
.9
6
0 7
.9
6
1 0
.9
6
I
JT
I
JT
I
JT
1 8
.9
6
.8 0
6
1 0
.9
6
n g
o
L
T im b
r
e
Pond
DT
W
6.4m
IO
I T
S
5 8
.8
6
.8 0
6
5 8
.8
6
4 2
.8
6
5 1
.8
6
5 3
.8
6
4 2
.8
6
n d
a
H
le
n ce P
e
F
W 1 .2
H
5 8
.8
6
b le T
a
C
ro u
g h
g
in
N
ig n
S
JB
E
n d
a
H
le
i n
o
P
ts M
o to
r
3 5
.8
6
3 8
.8
6
n ce P
e
F
R1
. 2
H
DT
W
DT
W
b le T
a
C
ro u
g h
g
in
DT
W
DT
W
3 3
.8
6
3 3
.8
6
4 1
.8
6
IC
L 6
C
.8 2
3 6
.8
6
IC
L 6
C
.4 8
e m
n
A
o m
e te
r
B
O
L
DT
W
DT
W
B
O
L
B
O
L
1 7
.8
6
2 4
.8
6
2 9
.8
6
B
O
L
b le T
a
C
ro u
g h
g
in
l la
a
B
s tWa
l
I E
P
n cre te
o
C
lo ck
B
DT 6
W
2 1
.8
DT 6
W
2 6
.8
I
C
6 .6
L
C
4
-2 5
E
- 1
8
8
JB
E
0 0
.8
6
9 8
.7
6
1 9
.8
6
2 1
.8
6
-2 8
E
-5 7
1
WS
P
T
6 .4
L
IC
6
9 7
.7
6
9 5
.7
6
DT
W
DT
W
B
O
L
DT
W
DT
W
b in
a
C
o sh
(n
t o
w)
9 0
.7
6
9 8
.7
6
JB
E
IC
6 .5
L
C
0
v e
e
L
lC ro si
g G
n
a te
tra ilD e
S
c kin g
t e
a
G
ig n
S
t e
a
G
0 4
.8
6
DT
W
DT
W
ig n
S
WS
P
T
DT
W
JB E
E
JB
0 9
.8
6
9 0
.7
6
8 5
.7
6
n
ig
S
ce
Fen
h
itc
D
ane
tL
rof
nC
Joa
h
itc
D
ce
en
F
IC
6 .4
L
C
7
IC
L6
C
.21
Joa
nC
rof
tL
ane
JB
E
9 5
.7
6
9 8
.7
6
JB
E
B
O
L
9 1
.7
6
8 6
.7
6
i n
o
P
ts M
o to
r
B
O
L
9 8
.7
6
0 1
.8
6
i n
o
P
ts R
o d in
g
DT
W
B
O
L
B
O
L
DT
W
.7 7
6
.7 7
6
9 5
.7
6
i n
o
P
ts M
o to
r
l la
a
B
s tWa
l
9 8
.7
6
8 7
.7
6
0 3
.8
6
0 6
.8
6
-2 5
E
- 1
8
6
.7 5
6
DT
W
DT
W
0 4
.8
6
ie o
T
Rd
DT
W
DT
W
.7 1 6
6
0 4
.8
5 9 6
.7
6
9 7
.7
5 9
.7
6
n cre te
o
C
.7 3
6
9 4
.7
6
0 2
.8
6
.7 8
6
9 9
.7
6
Track
DT
W
.7 0
6
.7 3
6
9 9
.7
6
Ash Tree Farm
Wintringham House Farm
Def
.7 6
6
9 4
.7
6
.2H
DT
W
e
9 3
.7
6
5 8
.7
6
9 6
.7
6
5 8
.7
6
u se
o
h
P
E
at
G
n
re e
G
-2 5
E
- 1
8
5
en ce
F
W1
P
.7 0
6
9 2
.7
6
i n
o
P
ts R
o d in
g
i n
o
P
ts M
o to
r
lu g
P
Po
in t
b le T
a
C
ro u
g h
g
in
P
E
e
0 2
.8
6
se
ip
P
Track
Level Crossing
e
0 5
.8
6
hou
Joan Croft
Junction
P
E
e
g
n g
o
L
a re
e
B
(co crn e
t )
9 3
.7
6
9 7
.7
6
.7 0
6
DT
W
DT
W
DT
W
DT
W
.7 5
6
5 5
.7
6
9 2
.7
6
9 5
.7
6
9 7
.7
6
9 4
.7
6
N
C
N
C
5 4
.7
6
9 1
.7
6
8 9
.7
6
4 8
.7
6
9 1
.7
6
8 9
.7
6
5 3
.7
6
DT 6
W
5 1
.7
DF
W
DT
W
DT
W
DT
W
DT
W
DF
W
DT
W
DT
W
DF
W
9 3
.7
6
9 3
.7
6
9 1
.7
6
n ce P
e
F
R1
. 2
H
p o
o
T
f B
a n
ki n
g
B
O
L
8 8
.7
6
5 1
.7
6
5 6
.7
6
4 9
.7
6
5 4
.7
6
N
C
B
O
L
b le T
a
C
ro u
g h
g
in
DF
W
b le T
a
C
ro u
g h
g
in
g
in
g h
ro u
b le T
a
C
DF
W
0 1
.8
6
8 8
.7
6
0 4
.8
6
9 1
.7
6
4 3
.7
6
5 1
.7
6
DT
W
B
O
L
DT
W
DT
W
DF
W
8 6
.7
6
.7 8
6
9 1
.7
6
9 4
.7
6
4 9
.7
6
DT
W
DF
W
JB
E
4 3
.7
6
.2
6
2 2
.7
6
1 9
.7
6
DT
W
DT
W
8 5
.7
6
8 0
.7
6
.7 7
6
.7 7
6
B
O
L
4 2
.7
6
4 7
.7
6
DT
W
DT
W
i n
o
P
ts R
o d in
g
.7 3
6
.
6
6
4
.5
.7 8
6
8 1
.7
6
8 4
.7
6
n cre te
o
C
.9 3
6
DT
W
.7 3
6
-2 5
E
- 1
8
3
.7 9
6
.9 8
6
.8 8
6
JB
E
I
JT
i n
o
P
ts R
o d in
g
-2 5
E
- 1
8
4
8 2
.7
6
.7 8
6
DT
W
JB
E
4 6
.7
6
4 6
.7
6
0 1
.7
6
i n
o
P
ts M
o to
r
DT
W
2 5
.7
6
3 0
.7
6
DT
W
.7 8
6
3 8
.7
6
.7 5
6
DT 6
W
9 0
.7
8 7
.7
6
I
JT
I
JT
5 2
.7
6
3 8
.7
6
(87)
L 6
IC
.3 3
DT
W
DT
W
DT
W
5 7
.7
6
5 4
.7
6
.7 6
6
DT
W
b le T
a
C
ro u
g h
g
in
5 4
.7
6
.8 1
6
8 3
.7
6
8 0
.7
6
DT
W
5.5m
Drain
GP
B
O
L
-2 5
E
- 1
8
2
BELL CROFT LANE
IC
6 .3
L
C
5
4 6
.7
6
Springfields
1.22m RH
R
E
.3 6
6
. 8
6
4 3
.7
6
4 0
.7
6
4 7
.7
6
.7 9
6
3 9
.7
6
8 2
.7
6
B
O
L
B
O
L
8 1
.7
6
DT
W
4 4
.7
6
DT
W
4 7
.7
6
.7 8
6
DT
W
DT
W
3 2
.7
6
3 5
.7
6
.3 0
6
.5 0
6
N
C
3 8
.7
6
3 5
.7
6
B
O
L
5.8m
DT
W
DT
W
DT
W
8 9
.7
6
8 6
.7
6
4 6
.7
6
.2 3
6
5 4
.7
6
DT
W
.7 2
6
.7 9
6
JOAN CROFT LANE
4 5
.7
6
3 2
.7
6
8 3
.7
6
n g
o
L
Be
a re
(co n
cr e
t )
8 3
.7
6
8 0
.7
6
.7 4
6
3 1
.7
6
.5 3
6
9 6
.5
6
2 9
.7
6
8 3
.7
6
4 1
.7
6
.7 9
6
8 3
.7
6
2 7
.7
6
4 9
.5
6
1 6
.5
6
.7 5
6
8 0
.7
6
DT
W
DT
W
3 2
.7
6
3 2
.7
6
8 2
.7
6
.7 9
6
IC
6 .6
L
C
0
1 5
.7
6
.7 1
6
I
JT
P
- U
<
O
JT
O
JT
g
in
g h
ro u
b le T
a
C
N- >
OW
D
A
R : JC
L
E
P
OO
STL
UR
EH
PL
A
.8 5
6
1 5
.5
6
7 5
.4
6
4 6
.7
6
H
W 1 .2
n ce P
e
F
9 0
.4
6
3 0
.5
6
JB
E
DT
W
DT
W
B
O
L
3 7
.7
6
3 7
.7
6
DT 6
W
8 9
.7
DT 6
W
8 4
.7
-2 5
E
- 1
8
0
8 9
.7
6
9 1
.7
6
- U
<
PM
A IN
-2 5
E
- 0
8
9
4 1
.7
6
OW
D
N MA
IN - >
4 4
.7
6
STC
A
E
OA
SM
TA
I N
L IN E
R: E
L
E
CM
2
ie R
T
o d
DT
W
DT
W
4 9
.7
6
4 7
.7
6
.7 1
6
3 2
.7
6
8 4
.7
6
8 9
.7
6
I
JT
I
JT
5 3
.7
6
5 3
.7
6
9 7
.7
6
9 2
.7
6
DT
W
DT
W
.7 8
6
9 6
.7
6
.7 8
6
IC
6 .4
L
C
8
DT
W
B
O
L
B
O
L
B
O
L
2 2
.8
6
5 5
.8
6
5 5
.8
6
ip e
P
r th
a
E
Ro
d
Drain
Drain
6.1m
P2
24/05/2011 HB
Final Issue
P1
19/05/2011 HB
Preliminary Issue
GM
KL
Description
Ch'kd
App'd
Rev
5.8m
Pond
Def
B
O
L
1 9
.8
6
B
O
L
n ce P
e
F
R1
. 2
H
6.1m
Area 7a
0 1
.8
6
DT
W
DT
W
WS
A
JB
E
8 0
.7
6
.7 7
6
1 2
.8
6
1 7
.8
6
9 0
.7
6
2 4
.8
6
2 7
.8
6
9 3
.7
6
9 9
.7
6
0 2
.8
6
p o
o
T
f B
a n
ki n
g
3 6
.8
6
3 9
.8
6
n ce P
e
F
W 1 .3
H
0 8
.8
6
JB
E
-2 5
E
- 0
8
7
0 8
.8
6
4 6
.8
6
4 4
.8
6
4 6
.8
6
4 4
.8
6
JB
E
WS
P
T
c t
u
D
c t
u
D
IC
6 .4
L
C
2
IG
S
4 9
8
D
-2 5
E
- 0
8
8
I
JT
DT
W
0 8
.8
6
0 8
.8
6
c t
u
D
c t
u
D
BELL CROFT LANE
Joan Croft
(82)
DT
W
b le T
a
C
ro u
g h
g
in
t to
o
B
mo
f B
a n
k in
g
Track
7.1m
GM
KL
3 2
.5
6
2 9
.7
6
.5 7
6
.7 4
6
DT
W
DT
W
8 1
.7
6
8 6
.7
6
8 6
.7
6
2 9
.7
6
2 9
.7
6
ETL
2 9
.7
6
MP .5
Buskey Plantation
Tumholme Wood
Drain
O
JT
O
JT
8 0
.7
6
.0 0
6
-2 5
E
- 1
8
2 8
.7
6
2 9
.7
6
2 9
.7
6
DF
W
DF
W
(74)
Area 6
Track
3 1
.7
6
Owston Grange &
Tamholme Drain
Drain
Buskey Plantation
Shalom
B
O
L
4 1
.7
6
8 2
.7
6
8 2
.7
6
DT
W
.3 9
6
4 9
.7
6
b le T
a
C
ro u
g h
g
in
DT
W
.7 5
6
.7 2
6
i n
o
P
ts R
o d in
g
.5 4
6
.7 1
6
DT
W
DT
W
re a
G
s e
Bo
x
DT
W
.7 2
6
.7 7
6
DT
W
DT
W
. 6
6
.8 9
6
DT 6
W
8 0
.7
DT 6
W
.7 5
.7 9
6
.7 4
6
i n
o
P
ts M
o to
r
I
JT
Thorpe
Gates
.8 9
6
Drain
Drain
n ce
e
F
Owston Wood
Dismantled Railway
6.4m
JB
E
Track
n B
o
L
g e
a re
(co n
cr e
t )
SP
DT 6
W
.7 1
DT 6
W
5 3
.7
n B
o
L
g e
a re
(co n
cr e
t )
2
(Track)
e
9
.5
3 0 6
.7
6
at
G
1
Wheat Holme
Plantation
e
n ce P
e
F
W 1 .2
H
at
G
h o r p
T
e
e v e lC r o s si n
L
g
Tumholme
Wood
WHEAT HOLME LANE
i n
o
P
ts M
o to
r
6.4m
DT
W
DT
W
.7 0
6
DT
W
.7 0 W
6
DT
5 4
.7
6
.7 2
6
.7 3
6
P
E
9 4
.7
6
e
a n
L
9 8
.7
6
I
JT
le
id d
M
7.0m
1.22m RH
Ward Bdy
Jo a n C r o
f t
e v e lC r o s si n
L
g
at
G
.7 0
6
en
ldin
.7 8
6
re
G
ui
B
1
rivP
ate
(no H ous
tsh
ow es
)
.4H
t e
a
G
(73)
V
S
1
6
SP
H
F
4
M
W
0.
6
R
E
T
V
S
ce
e
0.
at
G
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Old Row Plantation
ip e
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2nd Floor
2 Brewery Wharf, Kendell Street
Leeds, LS10 1JR
United Kingdom
T: +44 (0)113 394 6700
F: +44 (0)113 394 6701
W: www.mottmac.com
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Burnt Ings Plantation
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c
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it
D
Young Row Plantation
Title
Track
Applehurst
Pond
FIELD STATION ROAD
Hide
Def
Cockshaw Drain
MP .5
Track
Drain
CD
ETL
Pond
Def
MP 0.25
ETL
Railway
Pond
Pond
0.91m RH
Ward Bdy
Level Crossing
L Twr
Applehurst
CD
Applehurst
Drain
Pond0.91m FF
Viaduct
(Track)
0.91m
ASH FIELDS ROAD
Dismantled Railway Sicklecroft
FF
MP 162
Drain
THORPE MERE VIEW
Hide
Level Crossing
ETL
Hide
Ward Bdy
Drain
FIELD STATION ROAD
Def
Reedholme
Pump
MP
160
FB
MP
160
FB
Drain
Drain
Thorpe
Nature Marsh
Reserve
Drain
Cockshaw Dike
water
Stockings
Thorpemere
Pond
Smallholme and Tilts Drain
Def
6.0m
FB
Silos
Drain
Hide
Def
Drain
TILTS LANE
Path (um)
Tilts West Farm
Drain
5.5m
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Dismtd
Rly
Thorpe
Marsh
Nature
Reserve
THORPE MERE ROAD
Cockshaw
CM
Eng check
Drawn
HB
Coordination
Dwg check
CM
Approved
Thorpe Marsh Drain
Thorpemere
Pond
Path (um)
Track
Designed
Scale at A3
Track
0.91m RH
Drain
The Network Rail (North Doncaster Chord) Order
Geophysical Survey Areas and Location of
Geophysical Anomalies
Regulation 5 (2) (m)
Spoil Heap
1:10,000
Status
Final Issue
Drawing Number
261980-2.4-Figure 2
Path (um)
P:\Leeds\ITD\DATA\GIS\Shaftholme environment
N/A
GM
KL
Rev
P1
May 2011
26
Appendix 2 - Summary of the Significance of Effect on Heritage Assets
Asset
No
Asset Name
Value
Effect
Description
of Impact
Heritage Assets 1-63 identified by the desk-based assessment
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Sutton Common
Enclosures
Findspot polished
Neolithic stone axe
head
Findspot Neolithic flint
flakes
Bronze Age Bowl
barrow
Findspot flint
arrowhead
Rectilinear enclosure
(IA/Roman)
Rectilinear enclosure
(IA/Roman)
Prehistoric field
boundaries
Prehistoric field
boundaries
Prehistoric field
boundaries
Prehistoric field
boundaries
Roman road
Findspot Roman
pottery
Fishpond at Thorpe in
Balne moated manor
Church of St Peter and
St Paul, Barnby Dun
DMV at Shirley Pool
Findspot structures at
DMV, Shirley Pool
Medieval ridge and
furrow earthworks,
Holme Lane
Church Lane, Barnby
Dun medieval buildings
Site of medieval
Rockley Hall
Earthworks at Site of
medieval Rockley Hall
Ridge and furrow on
aerial photographs in
Thorpe in Balne parish
– now gone
High
None
No change
Low
None
No change
Low
None
No change
High
None
No change
Low
None
No change
Medium
None
No change
Medium
None
No change
Low
None
No change
Low
None
No change
Low
None
No change
Low
None
No change
Medium
Low
None
None
No change
No change
High
None
No change
High
None
No change
Medium
Medium
None
None
No change
No change
Medium
None
No change
Low
None
No change
Medium
None
No change
Medium
None
No change
Low
None
No change
27
23
24
25
26
27
28
29
30
31
Ridge and furrow on
Owston parish – now
gone
Site of Old Hall,
Barnby Dun
Barn at Winteringham
Farm
Ridge and furrow on
– now gone
Ridge and furrow on
– now gone
Sheffield and South
Yorkshire Navigation
Canal
Great Northern
Railway (East Coast
Main Line)
Askern Branch Line
Low
None
No change
Low
None
No change
Low
None
No change
Low
None
No change
Low
None
No change
Low
None
No change
Low
Visual
Changes in
view
Low
Physical
and Visual
Low
Visual
Changes to
structure and
view
Changes in
view
Low
None
No change
Low
Physical
and visual
Low
Physical
and visual
Changes to
structure and
view
Changes to
structure
Low
Low
None
None
No change
No change
Low
None
No change
Medium
None
No change
Low
None
No change
40
Great Northern
Railway - Northern
Direct Line (East Coast
Main Line)
Doncaster and Keaby
Railway
Adwick and Stainforth
Branch Railway
(Skellow Line)
Aire Junction and
Braithwell Junction
Railway (disused)
Site of station on 34
Thorpe Marsh Power
Station (disused)
Spoilheap from power
station
Cropmark of enclosure
(uncertain date)
Hick’s House on 1776
plan (now gone)
Holme Lane Farm
Low
Visual
41
42
Holme Farm
Holme Cottage
Low
Low
None
Visual
43
Owston Grange
Low
Visual
44
Peartree Farm
Low
None
Changes in
view No change
Changes in
view
Changes in
view No change
32
33
34
35
36
37
38
39
28
45
Dicken Farm
Low
Visual
46
47
48
Blacker Green farm
Thorpe Grange
Winteringham House
Farm
Sickle Croft farm
White House Farm
Reedholme (building
now gone)
Balne House Farm
Findspot medieval
pottery
Dicken Farm ridge and
furrow earthworks
Joan Croft Cottages
Low
Low
Low
None
None
None
Changes in
view
No change
No change
No change
Low
Low
Low
None
None
None
No change
No change
No change
Low
Low
None
Physical
No change
Partial loss
Low
None
No change
Low
Visual
Poplar Farmhouse
Milepost on A19
Joan Croft Halt
Railway Station
Parish boundary
between Owston and
Barnby Dun
Former trackway
Surviving pre-1845
boundaries
Honey Lands Green
Lane
New Junction Canal
Tilts Moated Manor
Thorpe in Balne
Moated Manor
Chapel at Manor
House Farm
Barn at Manor
Farmhouse, Thorpe
Church of All Saints,
Haywood
Chapel House
Farmhous, Haywood
Dovecote at Chapel
House Farmhouse
Barn at Chapel House
Farmhouse
Low Farmhouse,
Almholme
Geophysical survey
Area 5: Ditch-like
anomaly
High
High
Low
None
None
Visual
Medium
Physical
Impact on
setting
No change
No change
Impact on
setting
Partial loss
Low
Medium
?None
Physical
No change
Partial loss
Medium
Physical
Partial loss
Low
High
High
None
None
None
No change
No change
No change
High
None
No change
High
None
No change
High
None
No change
High
None
No change
High
None
No change
High
None
No change
High
None
No change
Low
Physical
Total loss
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
29
74
Geophysical survey
Low
Physical
Total loss
Area 6: series of linear
anomalies and pit-like
anomalies of potential
archaeological origin
Features 75-85 anomalies of uncertain origin identified by the geophysical
survey
75
Area 1a: Two pit-like
Low
Physical
Total loss
anomalies of uncertain
origin and three trends
76
Area 1c: one anomaly
Low
Physical
Total loss
which may represent
part of a ditch
77
Area 1d: one anomaly
Low
Physical
Total loss
which may represent a
ditch, one trend and
above ground ridge
and furrow
78
Area 2d: One anomaly Low
Physical
Total loss
of uncertain origin and
one trend
79
Area 3a: Seven
Low
Physical
Total loss
origin and two trends
80
Area 3b: Three
Low
Physical
Total loss
origin and two trends
81
Area 4: Three
Low
Physical
Total loss
origin, six trends and
below ground ridge and
furrow
82
Area 7a: One old field
Low
Physical
Total loss
boundary, six trends
and below ground ridge
and furrow
83
Area 8a: Six trends
Low
Physical
Total loss
84
Area 8b: Two
Low
Physical
Total loss
origin, one trend and
furrow
85
Area 8c: Two
Low
Physical
Total loss
origin, one trend and
furrow
86
Area 9: Five anomalies Low
Physical
Total loss
of uncertain origin,
three trends and below
ground ridge and
furrow
30
87
Area 10: Two
Low
origin, one old field
boundary, four trends
and below ground ridge
and furrow
Physical
31
Total loss if
western half
of Area 10
and no impact
on the
eastern half.
32
Appendix 3 - List of documents referred to
DD Ref
No
Document Title
DOC. 1
North Doncaster Chord Environmental Statement – Historic
Environment Technical Appendix E (February 2011)
GSB Prospection Ltd (2010) Shaftholme TWA, Doncaster, South
Yorkshire: Geophysical Survey Report 2010/39
North Doncaster Chord Environmental Statement – Volume 1 Main
Statement, Section 5.3 Historic Environment
DOC. 2
DOC. 3
33
34
GLOSSARY
Term
Geophysical
survey
Heritage
assets
Ridge and
furrow
Trend
Value:
Meaning
A non-intrusive form of investigation used for identifying and
mapping sub-surface archaeological remains.
Designated and undesignated assets of archaeological,
architectural, artistic or historic interest identified as being of
value to this and future generations because of their
heritage interest.
Remains of medieval or post-medieval cultivation.
In geophysical survey – an ill-defined, weak, isolated or
obscured linear anomaly of unknown cause or date.
High Scheduled monument; listed building; registered park and
garden; registered battlefield.
Undesignated feature or landscape of national
archaeological, historical, architectural or artistic interest
and value.
Conservation Areas.
Medium Undesignated feature or landscape of county
archaeological, historical, architectural or artistic interest
and value.
Low Undesignated feature or landscape of local archaeological,
historical, architectural or artistic interest and value.
Severely damaged sites where resource survival is too low
to justify inclusion into a higher grade.
The receptor is tolerant of change without detriment to its
character.
35

3.4 - Assessment of effects on the Historic Environment

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