Manchester Piccadilly Station Geotechnical Desk

Transcription

The Network Rail (Manchester Piccadilly and Oxford Road Capacity
Scheme) Order
TRANSPORT AND WORKS ACT 1992
Transport and Works (Applications and Objections
Procedure) (England and Wales) Rules 2006
THE NETWORK RAIL (MANCHESTER PICCADILLY AND
OXFORD ROAD CAPACITY SCHEME) ORDER
DOCUMENT 21: ENVIRONMENTAL STATEMENT
DOCUMENT 21.18: MANCHESTER PICCADILLY STATION
GEOTECHNICAL DESK STUDY AND GROUND INVESTIGATION
SCOPING REPORT
Document Reference
Doc 21.18
Author
Network Rail
Date
December 2014
Revision Number
P01
The Network Rail (Manchester Piccadilly and Oxford Road Capacity Scheme) Order
Document 21.18: Manchester Piccadilly Station Geotechnical Desk Study and Ground
Investigation Scoping Report
December 2014
[this page is left intentionally blank]
December 2014
This document is a report which was prepared during the engineering
design development of the Scheme. Some of the terms and references
differ from those in the main text of the Environmental Statement, which
simplifies the material, to make it more accessible to the general reader.
December 2014
[this page is left intentionally blank]
Northern Hub Programme
Manchester Piccadilly Station
Geotechnical Desk Study and
Ground Investigation Scoping
Report
Date: 23-09-13
Document Reference Number
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Document Identity and Metadata Information:
This information is a mandatory requirement.
Project : 109172
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Document Author: Martin Barka
Issue Record
Revision/
Version
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Date
Purpose of Issue / Amendments, description of
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23-09-13
Fit For Review
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TABLE OF CONTENTS
1
PURPOSE
6
2
SCOPE
6
3
INTRODUCTION
7
4
SOURCES OF INFORMATION
8
4.1
Records
8
5
SITE AREA
9
5.1
Site Location and Description
9
5.2
Historical Development
9
6
GEOLOGICAL SETTING
11
6.1
Geology
11
6.2
Hydrogeology
13
6.3
Mining
13
6.4
Possible Contamination
14
7
PRELIMINARY ENGINEERING ASSESSMENT
14
7.1
Introduction
14
7.2
Anticipated Ground Conditions
14
8
PRELIMINARY GROUND INVESTIGATION
15
8.1
Investigation Objectives
15
8.2
Proposed Investigation Scope
16
8.3
Geotechnical Drilling and Installation Requirements
17
8.4
Geo-Environmental Requirements
17
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8.5
Sampling and Testing Requirements
17
9
CONCLUSIONS AND RECOMMENDATIONS
19
9.1
Summary
19
10
REFERENCES
20
FIGURES
Figure 1
Site Location Plan
Figure 2
Geology Extract of BGS sheet SJ89NW
Figure 3
Geological Cross Section
DRAWINGS
109172-D-ECV-DRG-PBL-000032
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Option 13H5 Proposed Ground
Investigation Works
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Glossary of Terms
Abbreviation
Term
BGS
British Geological Survey
CPB
Chester Pebble Beds
CRT
Contract Requirements Technical
NWR
Network Rail
UMIST
University of Manchester Institute of Science and Technology
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PURPOSE
This Geotechnical Desk Study and Ground Investigation Scoping
Report is a civil engineering deliverable submitted as part of the ECS1
projects for Northern Hub GRIP 3.
2
SCOPE
The scope of this Geotechnical Desk Study and Ground Investigation
Scoping Report is the Manchester Piccadilly Station project, one of the
Castlefield Corridor projects making up the Phase 2 component part of
the Northern Hub ECS1 GRIP 3 contract, defined by v6 of the structure
table in Appendix A of CR-T General v2.0.
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INTRODUCTION
Terms of Reference and Study Objectives
The CRT (Civil) Clause 2.11 requires that all available data (Network
Rail, Contractor, public sources) shall be used as input to a desk study
for the Piccadilly Station improvements. The option known as 13H5
was selected during GRIP 3 Option Selection Phase as the preferred
solution.
The objectives of this desk study are therefore to prepare a desk study
that considers geotechnical aspects relevant to the Piccadilly Station
improvements. The desk study sets out a summary of the published
geology for the area, supplemented by a review of available
exploratory hole logs and addresses the potential risks from any mining
activity below the scheme.
A site walkover has been undertaken as part of this desk based review.
The desk study will conclude with the development of a ground
investigation scope (set out in Section 6) sufficient to allow a
preliminary understanding of the following key areas.
Ground condition variation beneath the site;
Geotechnical characteristics below ground level and likely variability;
Requirements for preliminary foundation design, including form and
size of foundations;
Stability for earthworks and embankments;
Design requirements of geotechnical structures;
Made ground depth, variability and chemistry;
Groundwater depth and quality.
In terms of construction, the outline preliminary ground investigation
scope will allow a reasonable degree of certainty regarding foundation
types and likely performance but will not provide sufficient information
for detailed design. The preliminary investigations will increase the
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level of certainty over GRIP Stage 3 constructability and will in part
serve to discharge certain CDM obligations for the client. It will then be
possible on the back of the preliminary intrusive work to define further
works required to produce the detailed design.
4
SOURCES OF INFORMATION
4.1
Records
Several sources of information have been used to review the
geotechnical constraints across the study area.
The main source of data for this desk study has been from an
EnviroCheck © Report produced by the Landmark Information Group
(Reference No. 2) specifically for the study site. The report provides a
wealth of information relating to site history, geology and groundwater
vulnerability, information which would normally be obtained through
independent consultations with either the Environment Agency or the
British Geological Survey (BGS).
In addition to the data available within the EnviroCheck © report,
geology maps for the study area have been acquired direct from the
British Geological Survey (BGS). This includes the 1:10,000 Scale
Solid and Drift Sheet for Manchester and Salford SJ89NW (Reference
No. 3). A selection of BGS boreholes lying reasonably close to the site
have also been reviewed (see Appendix C), as has the geological
memoir for the Manchester area and South-east Lancashire Coalfield
(Reference No. 4).
A Mining Report has been sourced from the Coal Authority (Reference
No.05).
Book The Manchester South Junction & Altrincham Railway from F.
Dixon published by The Oakwood Press in 1973 (Reference No. 6). For
The South Junction line viaduct the book states that in average this
over 2 miles long viaduct has foundations 30 – 35 feet below ground.
Website of School of Mechanical, Aerospace and Civil Engineering,
The University of Manchester (Reference No. 7) describing historic
development of the area on the far western end of the site.
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A copy of the EnviroCheck © Report is presented as Appendix A. The
Coal Authority Mining Report for the scheme is presented as Appendix
B. Historical borehole logs obtained from the BGS are contained as
Appendix C.
5
SITE AREA
5.1
Site Location and Description
The site location forms part of an extensive railway upgrade scheme
known as the Northern Hub. The railway within the study area is
carried by Victorian viaducts with several piers and arches. The area is
built up and has a wide variety of usage including retail, residential,
offices and industrial.
The site is bound by the existing railway to the north and crosses
Travis Street, Fairfield Street (B6469), Wyre Street and London Road
(A6). South from the site is the River Medlock which meanders in an
east to west direction and it has been mostly culverted.
Historically the River Medlock used to flow under the viaduct arches on
the far western end of the site. It is understood that this section of the
river has been culverted and redirected further south, away from the
site. An original bend in the river can be traced by observing the angles
of two of the arches of the railway viaduct alongside UMIST. These
were built slanted to accommodate the winding river.
The general location of this rail upgrade is shown on Figure No. 1 at
the back of this report.
5.2
The historical maps contained within the EnviroCheck(c) report have
been used to assess the historical development of the site and the
immediate surrounding areas reported as Appendix A. The majority of
information has been taken from the 1:2,500 scale mapping
supplemented where available with map information at 1:1,250 and
1:10,000. The key developments along the line of the scheme are
tabulated below.
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Map Dates
Relevant Historical Information
1848
(1:10,560)
The Manchester city centre is shown to be very built
up. The River Medlock is open to the surface and is
shown to meander to the south of the site in a general
east to west direction. On the far western end of the
site a meander of the River Medlock extends under the
viaduct. Piccadilly Station is present with tracks that
extent to the west. No other railway lines are present.
1983
(1,2,500)
The area to the east of London Road, south of the site
is labelled as Manchester nut and bolt works and
London Iron Works.
1894
(1:10,560)
Oxford Road railway station is now present which is
connected to Piccadilly Station with a railway track
which extends to the east on a viaduct.
1922
(1:1,250)
The area to the south of Fairfield Street has been
redeveloped to include Mayfield Station.
1948
(1:1,250)
The buildings around Mayfield Station have undergone
redevelopment. An area to the south side of Mayfield
Station previously used for housing is now labelled as
Engineering works. These engineering works are most
likely to be associated with Mayfield Station.
1975
(1:1,250)
The area immediately to the east of Piccadilly Station,
north and south of Altringham Street is identified as a
College.
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GEOLOGICAL SETTING
Information with respect to the geological conditions on the site has been
obtained from the data sources indicated in Section 2. The following details
have been established.
6.1
Geology
The geology and hydrogeology of the site has been reviewed with reference
to the British Geological Survey (BGS) Sheet No.SJ89NW, 1:10,000 Scale,
Solid and Drift Sheet for Manchester and Salford (Reference No. 03). The
Geological Society memoir for the area (Reference No. 04) has been
reviewed along with a selection of BGS boreholes closest to the proposed
construction (Appendix C).
Figure No. 3 is an extract of BGS Map SJ89NW, 1:10,000 scale map which
show the location of the site.
Solid Geology
The solid geology is of Triassic age which is comprised of the Sherwood
Sandstone Group. The Sherwood Sandstone Group sequence comprises of
the Wilmslow Sandstones overlying the Chester Pebble Beds Formation
(CPB). The Chester Pebble Beds have been identified under the vicinity of the
proposed construction. The Chester Pebble Beds themselves are shown to
reach a thickness of approximately 250 m regionally and are described as a
red-brown and orange, trough cross-bedded and massive sandstones or
pebbly sandstones. The sequence is reported as being inter-bedded with
subordinate reddish brown mudstones. Although not underlying the site,
100m to the east of the site the BGS map shows a 100m wide linear
Manchester Marl Formation in a north west to south east direction.
Structurally, the CPB formation in the vicinity of the rail upgrade dips at
approximately 4o to the west. The proposed Piccadilly construction sits
between two recorded geological faulting. These being the Manchester East
Fault to the west and the Ardwick Fault to the east. Both faults are shown
trending north-west / south-east, both with down-throwing to the north. The
site extremities touch both fault sets but are not shown to extend over them.
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Rockhead depths can be analysed from the historical logs provided by the
BGS. The depth of rockhead is highly varied across the site and ranges from
a depth of 1.5m to 10.6m. It is not possible to relate some of these depths to
the site due to the lack of ordinance datum levels being recorded. Where this
has occurred the logs have not been used to produce the geological cross
section Figure No. 04.
Superficial Geology
The 1:10,000 Scale Solid and Drift Sheet for Manchester and Salford (sheet
number SJ89NW), shows the superficial deposits to comprise both artificially
modified ground (Made Ground) as well as a range of Quaternary age FluvioGlacial, Glacial Till and Alluvial deposits of clays, sands and gravels.
The drift coverage on the 1:10,000 scale geology plan suggests the site solely
lies on Glacial Till. An area associated with the River Medlock is identified as
containing alluvial deposits. The alluvial deposits are located to the west and
south of the track upgrade. Borehole data obtained from the BGS (Appendix
C) describes the superficial deposits a soft to very stiff brown/grey sandy clay
ranging to a very dense red brown silty sand. The depth of superficial
deposits identified from the BGS logs range from 3.0m to 8.0m.
It should be noted that historical borehole SJ89NE578 was terminated at
7.3m bgl due to encountering a ‘granite boulder’. It is likely that this granite
boulder is associated with depositional processes from glacial action.
The area has been extensively developed and reworked due to the history of
the area and as such a thick layer of made ground is now present across the
site. Made ground is highly variable in consistency and thickness.
It is highly likely that the area will contain alluvium deposits associated with
the River Medlock although the BGS map does not show this. It is likely that
the soft cohesive deposits identified in the some of the historical exploratory
hole logs reflect this.
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Hydrogeology
The main hydrogeological details for the site area are summarised in the table
below.
Details
6.3
Classification
Bedrock Aquifer
Designation.
The Chester Pebble beds of the Sherwood
Sandstone Formation are designated Principal
Aquifer status.
Superficial Aquifer
Designations.
The Glacial Till which the site is situated on is
designated as an unproductive Stratum.
Groundwater
Vulnerability.
The site is designated as an area which is
highly vulnerable and has been given a status
as major aquifer and a soil class of high.
Groundwater Source
Protection Zones.
Two thirds of the (western side) site is situated
on an area which is designated as a Source
Protection Zone status III. The eastern third of
the site is does not have any status.
Mining
The information provided in the Coal Authority Mining Report states that the
site location is in a zone of influence from working at two coals seams at
1050m and 1100m. These were last worked in 1958 with any ground
movement likely to have already taken place..
The area is in an area which may be mined in the future. A copy of the report
is present in Appendix B.
In should be noted that during the development of the UMIST campus to the
west of what is now Sackville Street in 1968 an extensive network of flooded
tunnels 10 feet below the surface of the sandstone bedrock was discovered.
Over 1000 feet of tunnel and 7 access shafts were recorded. Speculation at
the time was that the underground workings provided water storage for the
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print works which occupied the site from the 1830's. It has been reported that
the 'Dunlop Mills' to the west have an underground reservoir in the sandstone
that provided a water supply for fire-fighting. It is understood that after the
inspection the tunnels were grouted.
For further details (plans and historic records) refer to website of School of
Mechanical, Aerospace and Civil Engineering, The University of Manchester
(Reference No. 7)
6.4
Possible Contamination
This is a post industrial site and requires assessment from a GeoEnvironmental Specialist. Refer to document number 109172-D-ENV-REPPBL-0000043 Addendum to Geotechnical Desk Study and Ground
Investigation Scoping Report – Contaminated Land.
7
PRELIMINARY ENGINEERING ASSESSMENT
7.1
Introduction
As stated in Section 1.1, Option 13H5 has been identified as the preferred
option. It comprises a realignment of the railway tracks, construction of new
platforms and access concourse from the station to the new platforms
covered with a new roof.
The track realignment will require widening of the viaducts on the west and
east side of the station. The current widening proposal will require pier
extensions to the existing viaducts on south side alongside Altrincham Street
and Fairfield Street.
The construction of new platforms, elevated concourse and station roof will
require provision of new supporting structures founded below existing ground
level within area of car park, Fairfield Street and Travis Road.
Outlines of proposed foundations where being brought to ground level are
shown on Drawing 109172-D-ECV-DRG-PBL-000032.
7.2
Anticipated Ground Conditions
Desk based geological information suggests that superficial deposits along
this section will contain a layer of Made Ground and Glacial Till which will
consist of a mixture of cohesive and granular deposits. The depth of made
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ground will be highly variable and should range from 1.2m bgl to 6.4m bgl.
Sandstone bedrock likely to be encountered between 3.0 and 11.0m bgl.
No indication of ground water levels are given from historical exploratory hole
logs obtained from the BGS, as these details have not been recorded or
groundwater was not struck during the investigation. Although it is likely that
levels are influenced by the River Medlock and perched water tables
associated with made ground and till can not be ruled out.
Two options are available for foundation depending on whether settlement in
excess of 10mm is acceptable. The first option is to have piled foundation
where new structures tie into the existing or support high loads. This is to
minimise any differential settlement. Where the alignment allows new
structures to act independently it may be possible to use spread foundation.
Spread foundations would be subject to settlement however this could be
managed through maintenance of track ballast.
Should settlement not be acceptable for the scheme then piled foundation
should be used on all structures.
Due to the historical development of the area and the potential for boulders to
be present in Glacial Till it is likely that obstructions would be present during
foundation construction. On this basis driven piles are not recommended.
Problems may occur during installation of bored piles due to the running of
granular strata suggesting that casing may be required; however until a
further ground investigation has been undertaken it is not possible to
comment further.
8
PRELIMINARY GROUND INVESTIGATION
8.1
Investigation Objectives
As discussed in the Geotechnical and Geo-Environmental Risk Management
Strategy, at this stage a Preliminary Ground Investigation will be undertaken
to provide sufficient information to produce the AiPs (NR/L2/CIV/003/F001) for
the scheme, to reduce Network Rail's exposure to both Geotechnical and
CDM risk and to support the Environmental Impact Assessment.
The objective of the ground investigation is to provide preliminary
geotechnical data for structures design along the line of the viaduct extension.
This will confirm and expand upon the findings of the Desk Study.
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8.2
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Proposed Investigation Scope
The proposed ground investigation will be undertaken in accordance with BS
EN 1997 Parts 1 and 2, and NR/L3/CIV/071 Issue 4. The methodology for the
investigation is based upon an assumed ground profile comprising 5.0m of
drift overlying rock strata, although it is recognised that depth to bedrock
could be considerably shallower or deeper than this along certain sections of
the scheme.
The proposed Preliminary Ground Investigation layout for Option 13H5 is
presented on Drawing 109172-D-ECV-DRG-PBL-000032.
In principle, exploratory holes will be positioned at the corner or outside the
footprint of proposed foundations. The boreholes will be spread evenly along
the alignment.
The investigation for Option 13H5 shall compromise 3 No. trial pits and 12 No.
cable percussive boreholes followed on with rotary coring at the locations
shown on Drawing 109172-D-ECV-DRG-PBL-000032. Locations of boreholes
and trial pits should be carefully selected on site to miss services, drainage
gullies, kerbs, street furniture etc. Area of boreholes and trial pits should be
reviewed against all available utility plans and cleared using a cable
avoidance tool (CAT) before breaking of the ground.
All proposed works shall be supervised by a suitably qualified geotechnical
engineer to assess ground conditions and advise on progress based on the
findings.
Trial pits TP101 and TP102 shall be located at footpath level at the top of the
existing lower arches supporting the footpath next to viaduct piers
immediately adjacent to culverted river Medlock. This is to gain details on
extent of lower arches, size and backfill type in order to gain data for design of
foundations of pier extensions.
Trial Pit TP103 shall be located at adjacent to existing bridge abutment. This
is to gain details on existing foundation type, depth and dimensions in order to
gain data for back analysis where additional loadings are applied. The
observation pit will also inform the design team such that they can integrate
the proposed construction solution with the existing foundations/abutment.
Note: From anecdotal and other piecemeal evidence, it is anticipated that the
existing piers and abutments are founded at a significant depth relative to
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existing ground levels. In order to acquire appropriate structure information, it
is anticipated that the proposed trial pits may need to reach significant depth,
and will therefore require appropriate shoring and access.
8.3
Geotechnical Drilling and Installation Requirements
Geotechnical borehole will generally be 5.0 to 15.0 m deep formed using
percussive techniques through any drift deposits and follow on with rotary
coring. Full in situ geotechnical testing will be carried out in the superficial
deposits and weathered bedrock with undisturbed and disturbed sampling
carried out where possible for follow-up laboratory based geotechnical testing.
Boreholes may be installed with standpipe piezometers however this is very
much site dependant and a case by case basis will be the used.
Trial pits shall have observations of foundations / back of retaining walls
recorded.
8.4
Geo-Environmental Requirements
Geo-Environmental issues and requirements will be part of an addendum to
this report. Reference should be made to document number 109172-D-ENVREP-PBL-000004 Addendum to Geotechnical Desk Study and Ground
Investigation Scoping Report – Contaminated Land.
8.5
Sampling and Testing Requirements
Geotechnical testing will be carried out on representative soil, rock and
groundwater samples recovered during site investigation.
A typical
approximation for all site investigations discussed above is tabulated below.
All testing on rock will be on samples taken from the core recovered.
Sampling and Instrumentation Requirements
Type of Sample
Geotechnical (No.)
Bulk disturbed soil samples
112
Small disturbed soil samples
112
Water samples (post
installation)
28
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Thin wall undisturbed (soil)
75
Stand-pipe peizometers
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In addition to the sampling allowance should be made for up to 75 No. In situ
Standard Penetration Tests in the geotechnical boreholes with tests extended
to 100 blows in weathered rock.
Allowance should be made for the following laboratory geotechnical testing
requirements. These are provisional and will depend on the ground
conditions encountered.
Geotechnical Laboratory Testing Requirements
Geotechnical Test
Provisional number of
tests
PSD (Wet Sieve)
80
Atterberg Limits
80
Moisture Content
80
Water Soluble Sulphate
30
Quick, un-drained triaxial
testing
30
Consolidated undrained
triaxials
10
60 mm Shear Box tests
30
1D Consolidation
10
UCS
10
Point Load Index
60
Page 18 of 27
Report
Date: 23-09-13
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
9
CONCLUSIONS AND RECOMMENDATIONS
9.1
Summary
In summary, there is currently insufficient ground condition information to
inform any level of design for the Piccadilly Station scheme. An outline
preliminary ground investigation scope for option 13H5 has been prepared
which if implemented will inform GRIP Stage 3 and identify any gaps in
information to take forward to a detailed investigation and design stage.
Page 19 of 27
Report
Date: 23-09-13
10
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
REFERENCES
1.
2.
3.
4.
5.
6.
7.
Page 20 of 27
Mott Macdonald, Northern Hub, GRIP 2 Study, Castlefield Corridor,
December 2010.
EnviroCheck(c) Report for the Study Area, 2012.
British Geological Survey (BGS) 1:10,000 Scale Solid and Drift Sheet
No. SJ88NW.
The Geology of Manchester and the South-East Lancashire Coalfield.
Memoirs of the Geological Survey England & Wales - Explanation of
Sheet 85, 1931.
Coal Authority Mining Report for the Study Area, 2012
F. Dixon, The Manchester South Junction & Altrincham Railway, The
Oakwood Press, 1973.
Website of School of Mechanical, Aerospace and Civil Engineering,
The University of Manchester
http://www.mace.manchester.ac.uk/project/teaching/civil/historic_constr
uction/maps/umist.php
Report
Date: 23-09-13
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
Appendix A
EnviroCheck© Report
Please see Projectwise number 109172-D-REP-PBL-000010- Appendix A
This Appendix is available upon request.
Page 21 of 27
Report
Date: 23-09-13
Appendix B
Coal Authority Mining Report
Page 22 of 27
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
Report
Date: 23-09-13
Project
Code
109172
Appendix C
BGS Borehole / Excavation Records
Page 23 of 27
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
Tom Webster
Parsons Brinckerhoff
29 Cathedral Road
Cardiff
CF11 9HA
United Kingdom
Borehole Data Pack:
This package provides additional data relating to your selected borehole record ordered via
GeoRecordsPlus. It provides index listings of other information held in some key BGS
databases for your site and a geological map extract for the surrounding area, taken from the
1:50.000 scale BGS digital geological map of Great Britain (DiGMapGB-50).
It should be noted that this package is not a comprehensive listing of all BGS data holdings and other data may be
available. Note that index data is also accessible through the BGS Internet Geoscience Data Index on the BGS
website at www.bgs.ac.uk If you wish to place an order for any of the index data please e-mail [email protected]
Report Id: BH_118547_3
Client reference:
Borehole location map
This map shows the locations of the boreholes you have ordered.
This product includes mapping data licensed from Ordnance Survey.
© Crown Copyright and/or database right 2012. Licence number 100037272
Scale: 1:25 000 (1cm = 250 m)
Key
Number on Map
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Borehole Number
SJ89NW1161
SJ89NW1499
SJ89NW3639
SJ89NW249
SJ89NW870
SJ89NW18
SJ89NW17
SJ89NW555
SJ89NW117
SJ89NW241
SJ89NW4080
SJ89NW4085
SJ89NW1231
SJ89NW1235
SJ89NW1229
Date: 31 May 2012
© NERC, 2012. All rights reserved.
Page: 2 of 23
BGS No: BH_118547_3
Geological Map Extracts
This part of the pack contains extracts of geological maps taken from the 1:50 000
scale BGS Digital Geological Map of Great Britain (DiGMapGB-50). The geological
information in DiGMapGB is separated into four themes: artificial ground, landslide
deposits, superficial deposits and bedrock, shown here in separate maps. The fifth
geological formations that occur at the surface, just beneath the soil.
More information about DiGMapGB-50 and how the various geological units are
classified can be found on the BGS website (www.bgs.ac.uk). The maps are labelled
with two-part computer codes that indicate the name of the geological unit and its
composition. Descriptions of the units listed in the map keys may be available in the
BGS Lexicon of Named Rock Units, which is also on the BGS website
(http://www.bgs.ac.uk/lexicon/). If available, these descriptions can be found by
searching against the first part of the computer code used on the maps. Please treat
this labelling with caution in areas of complex geology, where some of the labels may
overlap occurrences of several geological formations. If in doubt, please contact
BGS Enquiries for clarification.
In the map keys the geological units are listed in order of their age, as defined in the
BGS Lexicon, with the youngest first. However, where units are of the same defined
age they are listed alphabetically and this may differ from the actual geological
sequence.
Artificial ground: This is ground at or near the surface that has been modified by man.
It includes ground that has been deposited (Made Ground), landscaped, disturbed,
excavated (Worked Ground) or some combination of these.
Landslide deposits: These are deposits formed by localised mass-movement of soils
and rocks on slopes under the action of gravity. Landslides may occur within the
bedrock, superficial deposits or artificial ground; and the landslide deposits may
themselves be artificially modified.
Superficial deposits: These are relatively young geological deposits, formerly known
in many areas. They include deposits such as
unconsolidated sands and gravels formed by rivers, and clayey tills formed by glacial
action. They may be overlain by landslide deposits or by artificial deposits, or both.
Bedrock: Bedrock forms the ground underlying the whole of an area, commonly
overlain by superficial deposits, landslide deposits or artificial deposits, in any
: This map shows all the geological themes from
the previous four maps overlaid in order of age.
Date: 31 May 2012
Page: 3 of 23
BGS No: BH_118547_3
This map shows the surface elements of all four geological layers. Please see keys
to the Artificial, Landslide, Superficial and Bedrock geology maps
Scale: 1:25 000 (1cm = 250 m)
Fault
Coal, ironstone or other mineral vein
Note: Faults and Coals, ironstone & mineral veins are shown for illustration and to aid interpretation of the map.
Not all such features are shown and their absence on the map face does not necessarily mean that none are
present
Date: 31 May 2012
Page: 4 of 23
BGS No: BH_118547_3
Key to Artificial ground:
No deposits found in the search area
Key to Landslide deposits:
Key to Superficial deposits:
Map colour
Computer Code
Name of geological unit
Composition
GFDUD-XSV
GLACIOFLUVIAL DEPOSITS, DEVENSIAN
SAND AND GRAVEL
GFSDD-XSV
GLACIOFLUVIAL SHEET DEPOSITS, DEVENSIAN
SAND AND GRAVEL
TILLD-DMTN
TILL, DEVENSIAN
DIAMICTON
Key to Bedrock geology:
Map colour
Computer Code
Rock type
MM-MDST
MANCHESTER MARLS FORMATION
MUDSTONE
SSG-SDST
SHERWOOD SANDSTONE GROUP
SANDSTONE
CS-SDST
COLLYHURST SANDSTONE FORMATION
SANDSTONE
Date: 31 May 2012
Page: 5 of 23
BGS No: BH_118547_3
Artificial ground
Landslide deposits
© Crown Copyright and/or database
right 2012. All rights reserved.
Licence number 100037272
Superficial deposits
Bedrock
Please see key on previous page.
Date: 31 May 2012
Page: 6 of 23
BGS No: BH_118547_3
Geoscience Data List
List of available geological data
This section lists the data sets, in addition to boreholes and well records, that are held in
the National Geoscience Records Centre that are relevant to your enquiry. Users with
access to computing facilities can make their own index searches using the BGS
www,bgs.ac.uk This will give access to the BGS
Bookshop, Publications catalogue, GeoRecords (borehole browser) and GeoReports.
If you want to order any of the data please contact enquiries on [email protected].
For current pricing see internet pages above or do not hesitate to contact us using the
list found at the back of this pack.
Note that this list contains selective datasets and is not a definitive listing of all data
held in BGS
Date: 31 May 2012
Page: 7 of 23
BGS No: BH_118547_3
Site investigation reports
Number of records in search area: 500
Additional laboratory and test data may be available in these reports, subject to any
copyright and confidentiality conditions. The grid references used are based on an
un-refined rectangle and therefore may not be applicable to a specific site. Borehole
records in these reports will be individually referenced within the borehole records
collection.
Number
2170
2173
2636
3876
3997
4204
4286
6596
6827
6861
6870
6903
6905
6923
7041
7054
7055
7393
7588
8019
8045
8274
8314
8335
8493
8530
9403
9510
9742
9752
10062
10434
10435
10878
10890
10894
11143
11723
Site investigation title
MANCHESTER CROWN COURT
MANCHESTER PORTLAND ST NW TELECOMS BOARD HQ
REPORT ON INVESTIGATIONS FOR SUGGESTED RESERVOIR SCHEMES
BROADHEAD CASTLESHAW SHELF HOLDEN WOOD
UNITED MANCHESTER HOSPITALS - REDEVELOPMENTS
MANCHESTER MINSHULL STREET CROWN COURTS
MANCHESTER IRO SCHEDULE E CENTRE
CENTRAL RETAIL PARK GREAT ANCOATS STREET MANCHESTER
PROPOSED DEVELOPMENT FOR CASHCO OFF THOMPSON STREET MANCHESTER
STALYBRIDGE/STUART STREET 132 KV LINE DIVERSION BETWEEN TOWER XQ33
AND XQ35
MISSOURI AVENUE SALFORD
HMP STRANGEWAYS
GAYTHORN GASWORKS
PROPOSED DEVELOPMENT AT STAFFORDSHIRE WHARF MANCHESTER
WHITE CITY RETAIL PARK MANCHESTER NATIONAL FREIGHT CONSORTIUM
PROPOSED DEVELOPMENT AT GORTON MANCHESTER
MANCHESTER UNITED FOOTBALL CLUB STRETFORD END REDEVELOPMENT
GREAT NORTHERN FESTIVAL MARKETPLACE MANCHESTER SECOND STAGE
MANCHESTER METROPOLITAN UNIVERSITY HALLS OF RESIDENCE PHASE ONE
TRAFFORD WHARF EDGE
HOLT TOWN INDUSTRIAL AREA
MANCHESTER AND SALFORD INNER RELIEF ROAD JUNCTION BETWEEN A6
LONDON ROAD AND MANCUNIAN WAY
SALFORD DOCKS SITE INVESTIGATION
BUXTON LANE DROYLSDEN
PICCADILLY VILLAGE MANCHESTER
GASWORKS REGENT ROAD SALFORD
MANCHESTER AND SALFORD INNER RELIEF ROUTE JUBILEE STREET TO
CHEETHAM HILL ROAD
PROPOSED HOUSING DEVELOPMENT THOMAS STREET MANCHESTER
BRAZENNOSE STREET PHASE 2 MANCHESTER
HADFIELD STREET STRETFORD MANCHESTER
HOUSING DEVELOPMENT GIBSON STREET MANCHESTER
PROPOSED CAR PARK CHURCH STREET
GREAT NORTHERN FESTIVAL MARKET PLACE
SALFORD QUAY ROADWORKS AND DRAINAGE PHASE 3
WOOLHAM PLACE CASTLEFIELD MANCHESTER
THE ANCHORAGE DEVELOPMENT SALFORD QUAYS
SALFORD QUAYS DEVELOPMENT
WHITWORTH STREET MANCHESTER
MANCHESTER AND SALFORD INNER RELIEF ROUTE
Date: 31 May 2012
Page: 8 of 23
BGS No: BH_118547_3
Number
11748
11893
13758
13876
14162
14411
14470
15093
15138
15255
15290
15381
15425
15464
15488
15507
15516
15531
15558
15573
15589
15599
15623
15633
15681
15684
15685
15698
15702
15728
15735
15781
15811
15858
15871
15902
15906
15930
15933
15937
16764
17901
18368
18372
18405
18466
18553
18934
19002
19019
19029
19030
19031
POMONA DOCKS REDEVELOPMENT PHASE A
CORNBROOK SIDINGS, TRAFFORD RAILWAY STATION MANCHESTER
HADDON HALL ROAD, MANCHESTER
LOWER BROUGHTON, SALFORD
PROPOSED DE-TOXIFICATION UNIT, THOMPSON STREET, MANCHESTER
GRANSMOOR ROAD, OPENSHAW
GREEN LANE, FAILSWORTH
BRADFORD GASWORKS, MANCHESTER
GREAT BRIDGWATER STREET, MANCHESTER
WHITE CITY STADIUM
CLIFTON STREET, MANCHESTER
ALBERT GROVE DEVELOPMENT
HIGH STREET, HULME, PHASE 2
TALBOT ROAD FLOOD PREVENTION, STRETFORD
NATIONAL EXPRESS COACH STATION, MANCHESTER
REDEVELOPMENT OF PARKER-ROSSER SITE, TRAFFORD PARK
STARRY WALK, SALFORD
SALFORD COLLEGE OF TECHNOLOGY. PROSTHETICS AND ORTHOTICS BUILDING
OLD TRAFFORD JUNIOR SCHOOL, MANCHESTER
TRAFFORD PARK, CRANE REPLACEMENT
DEPARTMENT OF HUMANITIES, SITE 3, MANCHESTER METROPOLITAN UNIVERSITY
REGENT ROAD, SALFORD. MIXED LEISURE/FOOD RETAIL DEVELOPMENT
RIVER MEDLOCK, CLAYTON VALE
MANCHESTER SCHOOL OF MANAGEMENT, UMIST
52-58 BROWN STREET, MANCHESTER
PORTLAND ROAD FLOOD PREVENTION
MIXED LEISURE AND FOOD RETAIL DEVELOPMENT, REGENT ROAD, SALFORD
FAILSWORTH WWTW PROJECT NO. 9-00-01-658
CONTACT THEATRE, BRISBANE STREET, MANCHESTER
LISSADEL STREET, OFF FREDERICK STREET, SALFORD
CHORLTON BROOK, BIRCHFIELDS PARK
POTATO WHARF, CASTLEFIELD
MANCHESTER ROYAL INFIRMARY PROPOSED CLINICAL WASTE INCINERATOR
LOWRY GALLERIA
THE LOWRY CENTRE, SALFORD QUAYS
LISSADEL STREET, OFF FREDERICK STREET, SALFORD VOLUME 1
CLUSTER 7A
MANCHESTER INTERNATIONAL CONVENTION CENTRE
HOLLINGWOOD COURT, BRADFORD
LEGRAMS STREET, BRADFORD
FAIRFIELD COURT, DROYLESDEN
CHAPEL STREET BREWERY, SALFORD, MANCHESTER
GROSVENOR ROAD, BRADFORD
SMEDLEY ROAD, MANCHESTER
OBELISK FEATURE, MARKET STREET, MANCHESTER
GREAT BRIDGEWATER STREET, MANCHESTER
HULME STREET, MANCHESTER. STUDENT VILLAGE DUNLOP BUILDINGS C AND D
CLEMINSON STREET, SALFORD
MANCHESTER METROPOLITAN UNIVERSITY
HOMES FOR CHANGE, HULME, MANCHESTER
Date: 31 May 2012
Page: 9 of 23
BGS No: BH_118547_3
Number
19066
19096
19097
19123
19124
19125
19128
19129
19130
19132
19134
19135
19136
19137
19247
19248
19253
19260
19278
19279
19520
19545
19567
19568
19569
19570
19576
19583
19585
19586
19593
19598
19602
19637
19647
19649
19650
19652
19791
19830
19837
19838
19839
19844
19847
19851
19852
19855
19873
19880
19909
POTATO WHARF
A57 HYDE ROAD IMPROVEMENT STAGE 1
FLOOD PREVENTION SCHEME SCARSDALE ROAD, MANCHESTER
MANCHESTER AND SALFORD INNER RELIEF ROUTE PHASE 2, STAGE 2, DAWSON
STREET, SALFORD. EGERTON STREET, MANCHESTER
FLOOD PREVENTION SCHEME PRINCESS ROAD, MANCHESTER
SACKVILLE PARK REFURBISHMENT SACKVILLE STREET/WHITWORTH STREET,
MANCHESTER
PORTLAND STREET SEWER REPLACEMENT SCHEME
HULME HALL LANE ACCESS RAMP (MANCHESTER INTERMEDIATE RING ROAD)
MANCHESTER MILLENIUM MILLGATE LANE CAR PARK
STRETFORD ROAD/PRINCESS ROAD
MILLER STREET SEWER RENOVATION SCHEME
A6 DIVERSION - STOCKPORT ROAD
SEWER REPLACEMENT SCHEME DICKENSON ROAD, MANCHESTER
CITY CENTRE ROAD PHASE 2 MANCHESTER
INNER RING ROAD, SECTION 2, PHASE 1, MANCHESTER
CORPORATION STREET SEWER REPLACEMENT, MANCHESTER
SLADE GROVE/BIRCHFIELDS PARK S AND T SEWER
PROPOSED ADVENTURE PLAYGROUND, MOSS SIDE, MANCHESTER
SACKVILLE STREET SEWER REPLACEMENT SCHEME
QUAY STREET SEWER RENEWAL SCHEME
SALFORD QUAYS
LADYWELL SERVICE STATION, SALFORD
GREAT ANCOATS STREET SEWER REPLACEMENT SCHEME
DEANS GATE & ST. MARYS GATE LOCAL SEWER REPLACEMENT SCHEME
QUAY STREET SEWER REPLACEMENT SCHEME
30 MULL AVENUE, LONGSIGHT, MANCHESTER
GREAT WATERBRIDGE STREET SEWER REPLACEMENT SCHEME
CHILDRENS CENTRE, ARDWICK GREEN
WALMER STREET, MOSS SIDE
ALEXANDRA ROAD, MOSS SIDE
ANSON ROAD SEWER REPLACEMENT SCHEME
PRINCESS ROAD, PARKSIDE ROAD TO INNER RING ROAD, MANCHESTER
PROPOSED SPORTS CENTRE, PLYMOUTH, ARDWICK
SALFORD QUAYS PIER 5
STANLEY GROVE (S & T SEWER)
VICTORIA STATION AREA SEWERS RENEWAL SCHEME
ALEXANDRA PARK CHILDRENS CENTRE
BOOTH STREET, MANCHESTER
POTATO WHARF, NEW ELM STREET
PARKHOUSE STREET, OPENSHAW
PARKHOUSE STREET, MANCHESTER
TAN YARD BROW
ST. ANNS STREET/EXCHANGE STREET SEWER REPLACEMENT SCHEME
43 SCOTLAND HALL ROAD, NEWTON HEATH, MANCHESTER
172A-174A STANLEY GROVE, GORTON, MANCHESTER
THOMAS STREET/HIGH STREET SEWER REPLACEMENT SCHEME
SHAWHEATH CLOSE, HULME, MANCHESTER
CITY OF MANCHESTER, RED BANK CATCHMENT
PARSONAGE SEWER REPLACEMENT SCHEME
WEST MORLEY STREET
Date: 31 May 2012
Page: 10 of 23
BGS No: BH_118547_3
Number
19917
19918
19922
19923
19927
19928
19933
19934
19953
19954
20038
20040
20041
20045
20047
20049
20053
20054
20077
20078
20083
20085
20086
20087
20090
20094
20105
20106
20108
20110
20135
20140
20142
20145
20146
20147
20162
20172
20184
20187
20197
20199
20204
20205
20206
20207
20217
20231
20300
20306
20307
20322
OLD MILL STREET/WHARF STREET
WITHINGTON ROAD, MOSS SIDE, MANCHESTER
ROGER STREET, MANCHESTER
RIVER MEDLOCK AT PIN MILL BROW
MANCHESTER AND SALFORD INNER RELIEF ROAD, REGENT ROAD TO CHESTER
ROAD
OSBOURNE STREET
PORTLAND STREET, MANCHESTER
PHILLIPS PARK ENTRANCE, OPPOSITE STUART STREET
WALMER STREET, RUSHHOLME, MANCHESTER
HOSTEL, WINDER DRIVE, ANCOATS, MANCHESTER
BARRETT STREET, OLD TRAFORD
UPPER CHORLTON ROAD
STRETFORD ROAD, OLD TRAFFORD
109-111 SEYMOUR GROVE, STRETFORD
NORTHUMBERLAND ROAD/STANLEY ROAD, OLD TRAFFORD
HARPER STREET, OLD TRAFFORD#
STRETFORD OUTFALL SEWER STAGE 2
WARWICH ROAD SOUTH
SHREWSBURY STREET SEWERAGE
TALBOT ROAD, STRETFORD
WARWICK ROAD SEWER RENOVATION
25 LYME GROVE. OLD TRAFFORD
STRETFORD TOWN HALL
OLD TRAFFORD MAIN DRAINAGE,STAGE 1
MONTAGUE STREET, STRETFORD
ESSEX WAY, OLD TRAFFORD
CHESTER ROAD BRIDGE 004, OLD TRAFFORD
LAND ADJOINING SPORTS CENTRE, CHESTER ROAD, STRETFORD
WILTON AVENUE, STRETFORD
OLD TRAFFORD MAIN DRAINAGE
OLD TRAFFORD MAIN DRAINAGE STAGE 2 SUPPLEMENTARY INVESTIGATION
CLYNE HOUSE, STRETFORD
CROFTON STREET SEWERAGE, OLD TRAFFORD
CORNBROOK SIDINGS, OLD TRAFFORD
TRAFFORD WHARF
CORNBROOK CULVERT RENOVATION
GREAT STONE SCHOOL, STRETFORD, MANCHESTER
CITY LINK AND WHITE CITY INTERCHANGE, TRAFFORD, MANCHESTER
BRIDGEWATER BOULEVARD, OLD TRAFFORD, MANCHESTER
KINGS ROAD SEWER, OLD TRAFFORD
OLD TRAFFORD MAIN DRAINAGE, SEYMOUR GROVE
VICTORIA STREET, OPENSHAW
VICTORIA STREET, OPENSHAW, PIEZOMETER INSTALLATION
RINGSTEAD DRIVE, MANCHESTER
RUSHOLME GROVE
SHUDE HILL/WITHY GROVE SEWER REPLACEMENT SCHEME, MANCHESTER
RIVER IRWELL CROSSING
PLATT LANE SPORTS COMPLEX, RUSHHOLME, MANCHESTER
TURKEY LANE STUDY
NORTH STREET, CHEETHAM HILL, MANCHESTER
Date: 31 May 2012
Page: 11 of 23
BGS No: BH_118547_3
Number
20339
20342
20357
20365
20366
20367
20369
20376
20377
20378
20380
20381
20386
20387
20389
20390
20391
20392
20407
20408
20409
20425
20426
20427
20428
20440
20441
20447
20459
20469
20482
20483
20484
20485
20486
20487
20488
20489
20494
20503
20504
20505
20506
20507
20508
20512
20514
20515
20519
20520
20521
20522
LOWER MEDLOCK UCSOS CONTRACT 1, MAN 0308
77 WAYLAND ROAD, GORTON, MANCHESTER
PROPOSED 15 STOREY FLATS, CLIFFORD WARD, STRETFORD
PROPOSED SEWER LINE, SALFORD
LISSADEL 2 REDEVELOPMENT AREA, SALFORD
BRINDLE HEATH, SALFORD
PROPOSED INTERSECTION AT WINDSOR CRESCENT, SALFORD
SCALES STREET, SEEDLEY
BROAD STREET/GARDNER STREET, BRUNSWICK, SALFORD
PROPOSED BROAD STREET IMPROVEMENT SCHEME, SALFORD
PROPOSED BROAD STREET IMPROVEMENTS SCHEME, SALFORD
ST. MATTHAIS REDEVELOPMENT AREA, SALFORD
SITE 1 TRINITY WAY, SALFORD
HIGH STREET/HODGE LANE MAIN DRAINAGE SCHEME PHASE 2
PUBLIC HEALTH OFFICES, SALFORD
PROPOSED SEWER AT ELTON STREET, SALFORD
EAST ORDSALL LANE, SALFORD
PROPOSED SEWER REPLACEMENT IRWELL STREET, SALFORD
PROPOSED SEWER RECONSTRUCTION AT ROSAMOND STREET, SALFORD
PROPOSED SEWER RECONSTRUCTION AT TRAFFORD ROAD/REGENT ROAD,
SALFORD
REGENT ROAD, SALFORD
NEW OFFICES, LIVERPOOL ROAD, MANCHESTER
SALFORD GAS WORKS, LIVERPOOL ST., SALFORD
SOUTH ORDSALL REDEVELOPMENT AREA, SALFORD
LISSADEL STREET REDEVELOPMENT, SALFORD
SEAFORD ROAD SEWER RECONSTRUCTION, SALFORD
PROPOSED SEWERCONSTRUCTION, MONTFORD STREET, SALFORD
REGENT BRIDGE
ROCHDALE CANAL CROSSING
CLARENCE ROAD, LONGSIGHT
TRAFFORD ROAD, SALFOR, PROPOSED SEWER RECONSTRUCTION
NORTH REGENT STREET, SALFORD, SEWER RECONSTRUCTION
GOODIERS DRIVE, SALFORD, SEWER RECONSTRUCTION
CHAPEL STREET, SALFORD, SEWER REPLACEMENT
BLACKBURN PLACE, SALFORD
DISUSED SEEDLEY BLEACH WORKS, NONA ST, SALFORD
ISLINGTON REDEVELOPMENT, SALFORD
STRETFORD TECHNICAL COLLEGE, MANCHESTER
BROAD STREET IMPROVEMENT SCHEME STAGE 2
PENDLETON WAY SEWER, SALFORD
PROPOSED CRESCENT WIDENING SCHEME
CIVIC CENTRE, SALFORD
ELLOR STREET REDEVELOPMENT AREA, STAGE V/2 & X/1, SALFORD
LOWER BROUGHTON 3. SALFORD
PEEL PARK GALLERY, SALFORD
ORDSALL REDEVELOPMENT- STAGE 4 ROADS AND SEWERS
PEEL PARK TECHNICAL COLLEGE, SALFORD
CHARLES STREET, SALFORD
SALFORD SURFACE WATER OUTFALL SCHEME
ECCLES NEW ROAD, WEASTE
OLDFIELD ROAD, SALFORD
MICHIGAN AVENUE, SALFORD
Date: 31 May 2012
Page: 12 of 23
BGS No: BH_118547_3
Number
20523
20524
20528
20534
20535
20538
20545
20548
20549
20550
20551
20552
20553
20554
20555
20556
20557
20569
20576
20577
20578
20583
20584
20585
20586
20590
20591
20592
20593
20650
20666
20667
20668
20669
20670
20671
20672
20673
20691
20692
20723
20730
20785
20786
20787
20788
20789
20856
20911
20937
20946
WINDSOR STREET, SALFORD
ECCLES NEW ROAD, SALFORD
CITY OF SALFORD CENTRAL REDEVELOPMENT MAIN DRAINAGE SURFACE WATER
OUTFALL
TRINITY CLEARANCE AREA NO.7, SALFORD
CLAENDON SPORTS CENTRE- PHASE 1
SALFORD
LAUNDRY STREET, SALFORD
PROPOSED HIGH STREET REDEVELOPMENT (AREATWO)
COBDEN STREET SEWER, SALFORD
LOWER BROUGHTON INDUSTRIAL AREA SURFACE WATER SEWER
FITZWARREN STREET, SALFORD
NEW ROGER STREET BRIDGE
TIB STREET SEWER REPLACEMENT SCHEME
CLARENDON DEVELOPMENT AREA, SALFORD
PROPOSED SALFORD LIBRARY, MUSEUM AND ART GALLERY AT SALFORD
ORDSALL 14, SALFORD
HUMKO PRODUCTS, WESTINGHOUSE ROAD, TRAFFORD PARK, MANCHESTER
NORTH EAST ORDSALL, SALFORD
TRINITY DEVELOPMENT, SALFORD
FREDERICK ROAD, SALFORD
ECHANGE QUATS
WINDSOR LINK, MANCHESTER
CHAPEL STREET, SALFORD
BROAD STREET DEVELOPMENT AREA, STAGE 1
CROSS LANE DIVERSION/ A6 WINDSOR BRIDGE IMPROVEMENTS SECTION 1
OHIO AVENUE, BROADWAY, SALFORD
CONSTANCE AVENUE, WEASTE
CITY OF SALFORD ENTERPRISE ZONE, SALFORD DOCKS
HUMPHREY ROAD, OLD TRAFFORD
PROPOSED ELLER STREET AREA REDEVELOPMENT SCHEME
ORDSALL DEVELOPMENT AREA, SALFORD
COBDEN STREET STAGE 2 PENDLETON, SALFORD
LISSADEL 2, SALFORD
PHEBE STREET, SALFORD
COBDEN STREET SEWER REPLACEMENT, SALFORD
ORDSALL DEVELOPMENT STAGE 3
BARNES OVERFLOW, SALFORD DOCKS
IRWELL STREET, SALFORD
WHIT LANE REDEVELOPMENT AREA 1,2,3 SALFORD
BIRLEY FIELDS BUSINESS PARK, MANCHESTER
INTERCEPTOR SEWER STAGE 2, SALFORD
VILLIERS STREET, SALFORD, PROPOSED SEWER
GREENGATE, SALFORD
DOCK ROAD/BROADWAY, SALFORD PROPOSED INTERCEPTOR SEWER
ST. MATTHIAS REDEVELOPMENT, SALFORD
WINDSOR CLEARANCE AREA, PHASE 1
GREAT BRIDGEWATER STREET DEVELOPMENT
PEEL WORKS, SILK ST, SALFORD
PROPOSED HOTEL, REGENTS ROAD, SALFORD
Date: 31 May 2012
Page: 13 of 23
BGS No: BH_118547_3
Number
20947
20948
20949
20995
20996
20997
21062
21063
21064
21065
21066
21067
21068
21069
21084
21118
21213
21221
21223
21225
21267
21268
21269
21270
21271
21272
21273
21274
21275
21316
21317
21318
21340
21352
21353
21354
21398
21399
21400
21401
21402
21403
21404
21405
21423
21446
21447
21451
ARROW STREET TO MILTON STREET BROUGHTON LANE SEWER REPLACEMENT,
SALFORD
CLEMINSON STREET/GREAT GEORGE STREET AREA
GRAMMAR SCHOOL FOR BOYS, STRETFORD
NEIGHBOURHOOD OFFICE, MOUNT ROAD, GORTON
REDGATE LANE, BELLEVUE
CARLISLE STREET C.P.O. AREA
BOWLING ROAD, ALBERT GROVE DEVELOPMENTS
BRADFORD AND OPENSHAW, DISTRICTS OF MANCHESTER, MAIN DRAINAGE
WORK 6
GROUND INVESTIGATION ALONG LINE OF PROPOSED SEWER RECONSTRUCTION,
BRISCOE LANE
BRISCOE LANE/RIVERPARK ROAD, MANCHESTER
THE U INTERCEPTING SEWER, OPENSHAW
CLOWES STREET, MANCHESTER
HOLLAND MILL, MANCHESTER
PROPOSED SAILING CENTRE, DEBDALE PARK, GORTON
BOOTLE STREET SEWER RENEWAL SCHEME
PROPOSED ATR GALLERY/ATHENAEUM LINK, MANCHESTER
HILTON STREET, MANCHESTER
GREAT ANCOATS STREET CANAL BRIDGE
GT MARLBOROUGH STREET
CLARENCE STREET, SALFORD
BERESFORD ROAD, MANCHESTER
GWELO STREET, CLAYTON
CLARENCE STREET/BOOTH STREET/BOW LANE SEWER REPLACEMENT SCHEME
SACKVILLE STREET/BLOOM STREET
CHURCH STREET/HIGH STREET SEWER REPLACEMENT SCHEME
MANCHESTER AND SALFORD INNER RELIEF ROAD, REGENT ROAD-CHESTER
ROAD
MOSELY STREET SEWER RECONSTRUCTION
MOSS LANE EAST, MANCHESTER
MANCHESTER AND SALFORD INNER RELIEF ROUTE, REGENT ROAD TO CHESTER
ROAD
33 AMOS AVENUE, NEWTON HEATH, MANCHESTER
31/33 AMOS AVENUE, HARPURHEY, MANCHESTER
ASHTON NEW ROAD/ECCLESHALL STREET, CLAYTON
CAPITAL CENTRE, SALFORD
GORTON LEISURE POOL PHASE 2, GARRAT WAY, GARTON
MOUNT STREET, GORBROOK
GEORGE STREET SEWER REPLACEMENT SCHEME
EVERY STREET SEWER REPLACEMENT SCHEME
PROPOSED GORTON CULTURAL CENTRE GARRAT WAY GORTON
GORTON COMMUNITY CENTRE
PROPOSED MALKIN BROOK SEWER REPLACEMENT SCHEME PHASE 2
NORTH ROAD CLAYTON
CHILDRENS CENTRE VARLEY STREET MILES PLATTING
EVERY STREET MANCHESTER
6A HATHERSAGE ROAD MANCHESTER
NORTON STREET MILES PLATTING
BRAZENNOSE STREET MANCHESTER
BRIDGE STREET JOHN DALTON STREET SEWER RENOVATION STREET SCHEME
BLOOM STREET ABINGDON STREET SEWER REHABILITATION SCHEME
Date: 31 May 2012
Page: 14 of 23
BGS No: BH_118547_3
Number
21457
21458
21462
21463
21489
21490
21491
21495
21500
21510
21517
21520
21524
21557
21562
21566
21570
21577
21578
21579
21580
21624
21625
21626
21627
21632
21633
21634
21635
21662
21687
21787
21821
21823
21838
21965
21987
22017
22018
22019
22032
22073
22091
22155
22196
22867
23468
23632
25645
25979
26062
6 EASTERN BY PASS CLAYTON MANCHESTER
GORTON STORM WATER RELIEF SEWER
7 ALBERT GROVE LONGSIGHT MANCHESTER
PROPOSED RETAINING WALL ON POTTERY LANE AT ASHBURYS STATION
MANCHESTER
YORK STREET LATUMIST CENTRE
HOULDSWORTH STREET LITTLE ANCOATS STREET SEWER REPLACEMENT
SCHEME
HULME HALL ROAD
PROPOSED REFUSE DISPOSAL PLANT FREDERICKS ROAD SALFORD
LIVERPOOL STREET RAILWAY BRIDGE SALFORD
SALFORD
ELLOR STREET BROAD STREET REDEVELOPMENT AREA SALFORD
CHRISTIE ROAD SEWER STRETFORD
BURY NEW ROAD SALFORD
BOOTH STREET EAST
13 BANNERDALE CLOSE LONGSIGHT MANCHESTER
CORNBROOK SIDINGS TRAFFORD PARK
DUKE PLACE
CHEETHAM HILL ROAD SEWER REPLACEMENT SCHEME
CANAL STREET SEWER RENEWAL SCHEME
CASTLEFIELD ROADS AND SEWERS
WHITWELL WAY GORTON
GORE BROOK LOCAL SEWERS PHASE 2
WETHERBY STREET BRADFORD
13 FOLKESTONE ROAD EAST CLAYTON MANCHESTER
GROSVENOR STREET
CIS BUILDING HANOVER STREET MILLER STREET MANCHESTER
GRANBY ROW WHITWORTH STREET SEWER REPLACEMENT SCHEME
FOUNTAIN STREET
NPC MANCHESTER FORMER ARDWICK EAST GOODS DEPOT
PROPOSED IMPROVEMENT TO BOLTON ROAD (A6)
ARDWICK EAST: DERELICT LAND STUDY
AKED CLOSE, STOCKPORT ROAD, MANCHESTER
STRETFORD GRAMMAR SCHOOL FOR BOYS
CENTRAL MANCHESTER COLLEGE
ST JOHNS C OF E PRIMARY SCHOOL
CHURCH STREET & DALE STREET, CONTRAFLOW BUS LANE
PROPOSED NEIGHBOURHOOD OFFICE GARRAT WAY, GORTON
IRWELL STREET ARCHES, MANCHESTER
BRADFORD MILL BRIDGE
MANCHESTER ANCOATS
JUBILEE STREET TO CHEETHAM HILL ROAD, MANCHESTER
8 EASTERN BY-PASS, CLAYTON, MANCHESTER
REGENT ROAD / GORE STREET
M6M STOCKPORT NORTH BYPASS
STUART STREET POWER STATION CLAYTON VALE
LOWRY FOOTBRIDGE SALFORD QUAYS
TRAFFORD PARK CORN CLEANING PLANT MANCHESTER
TRAFFORD PARK
Date: 31 May 2012
Page: 15 of 23
BGS No: BH_118547_3
Number
26064
26065
26814
27287
27513
27828
28297
28317
29376
29795
29827
29913
30129
30644
30645
30646
30649
30650
30653
30654
30655
30657
30658
30659
30661
30663
30665
30735
31677
31678
31682
31684
31685
31689
31695
31697
31705
31710
31712
31713
31715
31968
31972
32080
32521
32759
32760
32767
32768
32769
32988
AMBERSWOOD HINDLEY WIGAN
TRAFFORD PARK MANCHESTER
CLAYTON ANILINE COMPANY BUILDING 153 ASHTON NEW ROAD CLAYTON
MANCHESTR
ANCOATS MANCHESTER
LIVERPOOL STREET SALFORD
WINDSOR LINK MANCHESTER
PROPOSED MIXING PLANT,TARMAC ROADSTONE LTD,AGECROFT,MANCHESTER
LIMER STREET MANCHESTER
CHINESE GARDEN EXTENSION
MT CARMEL ORDSALL SALFORD PROPOSED STAGE II HOUSING DEVELOPMENT
STRANGEWAYS INDUSTRIAL IMPROVEMENT
GARTSIDE STREET MANCHESTER
LLOYD STREET/HARDMAN STREET SEWER REP. SCHEME
LOWER HARDMAN STREET
5-7 KENTON AVENUE, GORTON
8 LONGSIGHT ROAD, GORTON
HOLLAND MILL, MILES PLATTING
LAUDERDALE CRESCENT, LONGSIGHT
LORETTO COLLEGE - PLAYING FIELDS, HULME
LAWRENCE SCOTT WORKS, LOUISA STREET, MANCHESTER
KING STREET WEST, SEWER RENEWAL SCHEME
MAIN DRAINAGE, KING STREET SOUTH
MALKIN BROOK PH2
DALE STREET/STEVENSON SQUARE/NEWTON STREET
NORTHMOOR ROAD AREA, SEWER REPLACEMENT SCHEME
34 NANCY STREET, MOSSIDE
LOWER MOSLEY STREET PHASE 2
FAIRFIELD ROAD/OGDEN LANE, GORTON, MANCHESTER
ST JOHNS COLLEGE,QUAY STREET, MANCHESTER
ST JOHNS C E SCHOOL, BIRCH LANE
31 SANDOWN CRESCENT, GORTON, MANCHESTER
SIDNEY STREET, TRIAL PIT SURVEY
ST CHRYSOSTOMS SCHOOL, LINCOLN GROVE
43 SANDOWN CRESCENT, GORTON
TOXTETH STREET SEWER REPLACEMENT
TAYLOR STREET, MANCHESTER
CRESCENT WIDENING SCHEME SALFORD
PROPOSED RETAINING WALL ADJACENT TO GERALD STREET FOOTBRIDGE
SALFORD
GLEN STREET SALFORD
PROPOSED INTERCEPTOR SEWER DOCK ROAD/BROADWAY SALFORD
COVERDALE CRESCENT, ARDWICK
HENSHAWS, ECCLES OLD ROAD, SALFORD
UPPER BROOK STREET MANCHESTER
GLOBUS OFFICE WORLD DAWSON STREET MANCHESTER
CHORLEY STREET STRETFORD
TALBOT ROAD STRETFORD MANCHESTER
NEW OFFICE BUILDING WARWICK ROAD STRETFORD
70-82 TALBOT STREET STRETFORD
CHORLEY STREET STRETFORD MANCHESTER
SALFORD ROYAL COLLEGE OF ADVANCED TECHNOLOGY
Date: 31 May 2012
Page: 16 of 23
BGS No: BH_118547_3
Number
33092
33147
33175
33224
33269
33415
33429
33435
33475
33817
33818
34287
34458
34516
34620
34654
34655
34673
34736
34737
34744
34836
34840
34920
34938
34992
34993
34994
34996
35001
35002
35007
35010
35012
35015
35016
35028
35669
36053
36206
36380
36513
36622
36623
36624
36625
36627
36684
36703
36705
CHORLTON BROOK SOUTH MANCHESTER
POMONA DOCK LINK TRAFFORD PARK
CASTLEFIELD CENTRE MANCHESTER
BIRLEY FIELDS HULME
WARREN BRUCE WAY
CHEETHAM HILL, STRANGEWAYS, MANCHESTER
SITE OF PROPOSED SEWER RECONSTRUCTION AT THURLOW STREET OFF
BROADWAY SALFORD
ECCLES NEW ROAD SALFORD
HANKINSON WAY, SALFORD
TIMBER WHARF MANCHESTER
BLANTYRE STREET MANCHESTER
ASHTON OLD ROAD / STANLEY STREET
ASHTON CANAL CORRIDOR ENVIRONMENTAL IMPROVEMENTS PHASE 1
PROPOSED OFFICE DEVELOPMENT SALFORD
STANLEY GROVE STOCKPORT ROAD MANCHESTER
TAYLOR STREET MANCHESTER
LEVER STREET
PROPOSED 4 STOREY OFFICE BLOCK AND COMPUTER CENTRE AT ICL WEST
GORTON MANCHESTER
PROPOSED MANCHESTER INTERNATIONAL TRADE CENTRE
STANLEY GROVE / ALBERT GROVE LONGSIGHT MANCHESTER
MOUNT STREET, MANCHESTER
SPRING GARDENS, MANCHESTER
LIVESEY/SUDELL STREET MANCHESTER
SITES IFF MANCUNIAN WAY MANCHESTER
FRANCIS SHAW IRONWORKS, CORBETT STREET
62 CORELLI STREET, MILES PLATTING
3 COURT DRIVE, NEWTON HEATH
DANTZIC STREET, SEWER REPLACEMENT
1 CROSSBANK CLOSE, LONGSIGHT
68-70 CROSSLEY STREET, GORTON
53 DEAN ROAD, GORTON, MANCHESTER
DEBDALE PARK HOUSE, GORTON, MANCHESTER
PORT STREET / HILTON STREET/ DALE STREET STAGE II SEWER REPLACEMENT
SCHEME
COLESHILL STREET, MANCHESTER
11 CRADLEY AVENUE, HIGHER OPENSHAW
WATERLOO ROAD SEWER STAGE 2
SALFORD QUAYS
WHARFSIDE FEASIBILITY STUDY
PIER 8 CANAL
MANCHESTER INTERNATIONAL CONVENTION CENTRE SHAFTS
ALAN TURING WAY PHASE 2 MILES PLATTING MANCHESTER
ASHTON CANAL CORRIDOR HOLT TOWN INDUSTRIAL ESTATE VOL 1
ASHTON CANAL MEDLOCK STRUCTURES MANCHESTER
ASHTON CANAL CORRIDOR TRANSCO PIPELINE
BRIDGE 29 - ELR CMP2
POMONA DOCK AREA REDEVELOPMENT
GORTON MONASTERY MANCHESTER
MANCHESTER METROLINK-EAST OF ARDWICK VOL 1
Date: 31 May 2012
Page: 17 of 23
BGS No: BH_118547_3
Number
36706
36707
36708
MANCHESTER METROLINK-ADDITIONAL WORKS VOL 2
MANCHESTER METROLINK-ADDITIONAL WORKS
MANCHESTER METROLINK-WEST OF ARDWICK VOL 3
National Grid geological maps (1:10 000 and 1:10 560 scale)
Map
SJ89NE
SJ89NW
Type
C
C
Survey
1927
1927
Type
Published
1862
1862
1929
1929
0
1929
1929
1929
1929
1929
1929
1929
1929
0
1929
1929
1929
1929
1929
1929
1929
0
1929
1929
1929
0
1929
1929
1929
1929
County Series geological maps (1:10 560 scale)
Map
Lancashire104FS
Lancashire104FS
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Date: 31 May 2012
C
CS
C
CD
D
S
C
D
S
CD
CS
C
C
S
CD
C
D
C
CS
S
CD
C
D
C
CS
Page: 18 of 23
BGS No: BH_118547_3
New Series medium scale geological maps (1:50 000 and 1:63 360 scale)
Sheet number
85
85
85
85
Sheet name
Manchester
Manchester
Manchester
Manchester
Type
S
D
D
S
Published
1975
1930
1970
1930
Type
D
S
D
S
Published
1874
1874
1874
1874
Old Series one inch geological maps (1:63 360 scale)
Sheet number
88SW
88SW
89SE
89SE
Sheet name
Manchester
Manchester
Bury
Bury
Hydrogeological maps (various scales)
Map
Clwyd and Cheshire Basin
Scale
1:100,000
Geological Memoirs
Geological memoir
Manchester (& S.E.Lancs Coalfield)
Date
1931
Technical reports
Technical reports may be available for this area. Please see
http://envirolib.nerc.ac.uk
Waste sites
Listing of some 3500 waste sites for England and Wales identified by BGS as part of
a survey carried out on behalf of the Department of the Environment in 1973. Later
information may be available from the Local authority.
BGS holds no records of waste sites for the selected area
Date: 31 May 2012
Page: 19 of 23
BGS No: BH_118547_3
Mining plans
This listing includes plans of various types, principally relating to mining activity
including abandonment plans. The coverage is not comprehensive; however that for
Scotland is most complete.
Record Type
KP
KP
KP
KP
Plan No.
1003
1004
1005
18191
KP
3294
KP
3297
KP
3305
KP
KP
856
9693
Date: 31 May 2012
Title
BRADFORD COLLIERY SEAM-FOUR FEET
BRADFORD COLLIERY SEAM-ROGER
BRADFORD COLLIERY SEAM-CROMBOUKE
WESTPHALIAN A & B OF THE COALFIELDS OF ENGLAND & WALES (
INCLUDING CANONBIE )
PARKER (WORSLEY FOUR FEET) SEAM ST GEORGES,BRADFORD
AND CLAYTON COLLIERIES
BRADFORD FOUR FEET SEAM CLAYTON,GLENDEN AND ST
GEORGES COLLIERIES
CROMBOUKE (AGECROFT OR BRADFORD DEEP) SEAM
AGECROFT,PENDLETON AND BRADFORD COLLIERIES
CITY OF MANCHESTER MAIN DRAINAGE WORK 4
SECTIONS REFERRED TO IN THE PAPER ON THE COAL STRATA OF
LANCASHIRE AT THE MANCHESTER GEOLOGICAL SOCIETY
Page: 20 of 23
BGS No: BH_118547_3
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maps are derived from them.
Date: 31 May 2012
Page: 21 of 23
BGS No: BH_118547_3
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immediately. You will, however, be able to place a request to obtain details about the owners of the records who you
can then contact to request release of the data. Once this is obtained you will then have to supply the BGS with written
confirmation of release, and we will then be able provide you with a copy of the records concerned.
Prices, payment and VAT
Prices quoted in printed leaflets and internet pages are liable to change without prior notice.
Payment can currently only be accepted in Sterling, but may be made by credit or debit card (not by charge card, e.g.
Amex), International Money Order, or Bankers' Draft. Electronic Fund Transfers, such as BACS (Bank Automated
Clearing System) are also possible, please contact us for details.
The BGS reserve the right not to supply goods to purchasers who have previously defaulted on payment, or where there
is reasonable evidence that a fraudulent credit card payment may be involved.
Value Added Tax (VAT) will be charged in accordance with current regulations.
The charges for obtaining copies of records are detailed on this website. There is a minimum charge of £26+VAT on all
orders to reflect our minimum administration costs.
Delivery
Records ordered through this website will be dispatched using your requested method, options being:
prints/photocopies by standard post/special delivery/faxing, or digital files (secure PDF format) by e-mail (if file size
allows) or on CD by post. Records will normally be dispatched within 10 working days from receipt of the order.
However, a special 24 hour Premium delivery can be requested at an additional charge, details of which can be found
on this website.
On top of these quoted dispatch times, please allow five days for postage in the UK, seven days in the EU and up to 30
days elsewhere. If your order is delayed beyond this time, please contact the Central Enquiries Desk immediately
(contact details below). Standard Postal Delivery charges are included in the price of the records. You will only be
charged the amount quoted. If you require special delivery arrangements to be made, please contact us before placing
your order.
Lost, damaged or incorrectly supplied goods
The BGS will take all reasonable steps to replace items damaged in transit or those that have been supplied in error.
Where this is not possible, a full refund will be made (please see Availability above).
If goods are lost or damaged in transit, or have been incorrectly supplied, you should retain them together with all
packaging and documents, and notify the BGS immediately. You should do this by letter, fax or email within 7 days of
receiving the goods: beyond this period we cannot guarantee that replacements will be available. You then have the
choice of having a replacement item or a full refund. Please ensure you quote any customer order numbers and include
your full name and address in any communications.
Please do not return any faulty or incorrect goods unless asked to do so. We will give you instructions on how, or
whether, to return these items, and may ask you to supply appropriate documents.
Date: 31 May 2012
Page: 22 of 23
BGS No: BH_118547_3
Complaints
We would hope that the vast majority of potential problems can be resolved by simply contacting the BGS through the
Central Enquiries Desk. If, however, you are not satisfied that the problem has been resolved or handled to your
satisfaction, you may wish to make a formal complaint. Your complaint can be sent to the BGS by post, fax or e-mail. In
all cases you should aim to provide as much relevant information as possible so that we can deal with your complaint as
promptly as possible. Please also include your contact details in case we need to obtain more details from you.
All complaints should be sent to the Central Enquiries Desk (contact details below).
You will receive an acknowledgement within five working days that your complaint has been received. If you do not
receive an acknowledgement, please contact the Head of Enquiry Service at the same address.
When acknowledging receipt of your complaint, we will give an indication of how long it will take to send you a detailed
response. In most cases, we would aim to provide a detailed response within ten working days. However, this may not
always prove possible, especially if we need to obtain further information. In these cases, we will keep you fully informed
on the progress of your complaint, and endeavour to provide you with as full a response as possible as soon as we can.
Legal issues
In the event of a dispute over the description or supply of goods, payment, or ownership, the contract will be deemed to
have been made within England and will therefore be subject to the laws of England and Wales.
The BGS regret that we are only able to handle enquiries and conduct business matters in English.
The historical records held by the BGS date back to the 18th Century. During this long period the meaning of some
words has changed, and the meaning of some of the colloquial descriptive terms has been lost. In rare instances some
historic records contain words once used commonly that might now cause offence. BGS policy is to provide the records
in their original state without amendment or excision of content. This policy is consistent with that of The National
Archives.
Data protection
Please see our 'Privacy policy'.
Copyright
Research Council (NERC) and/or the commissioning authority under whose auspices the relevant work was carried out.
No part of these materials supplied through the GeoRecords service may be reproduced or transmitted in any form or by
any means, or stored in a retrieval system of any nature, without the prior written permission of NERC, through the
Director, British Geological Survey.
Permission to reproduce BGS materials
Guidance on commercial and non-commercial use of BGS material is available on the BGS website at :http://www.bgs.ac.uk/about/copyright/home.html
Specific permission to reproduce such materials must be sought in writing from the Head of Intellectual Property Rights,
BGS, Keyworth.
A basic BGS copyright licence may be taken out which authorises a licensee to include extracts of BGS maps and other
documents passed to third parties for a 12 month period.
Third parties receiving copies of BGS materials under a licence may not recopy them unless prior permission has been
obtained from BGS.
A basic BGS licence does not cover any form of digital copying or manipulation; digital data are subject to specific
licensing and royalty arrangements, for which specific permission is required.
Ownership and conditions of use
In order to comply with ownership rights and any express conditions of deposit, information supplied by BGS is provided
on the strict understanding that it is for the sole use of the customer, and will not be passed in whole or in part to a third
party. This does not preclude its use for the purpose of satisfying a consultancy contract for which the information was
sought.
Date: 31 May 2012
Page: 23 of 23
BGS No: BH_118547_3
Tom Webster
Parsons Brinckerhoff
29 Cathedral Road
Cardiff
CF11 9HA
United Kingdom
Borehole Data Pack:
This package provides additional data relating to your selected borehole record ordered via
GeoRecordsPlus. It provides index listings of other information held in some key BGS
databases for your site and a geological map extract for the surrounding area, taken from the
1:50.000 scale BGS digital geological map of Great Britain (DiGMapGB-50).
It should be noted that this package is not a comprehensive listing of all BGS data holdings and other data may be
available. Note that index data is also accessible through the BGS Internet Geoscience Data Index on the BGS
website at www.bgs.ac.uk If you wish to place an order for any of the index data please e-mail [email protected]
Report Id: BH_118547_4
Client reference:
Borehole location map
This map shows the locations of the boreholes you have ordered.
Scale: 1:25 000 (1cm = 250 m)
Key
Number on Map
1
2
3
4
Borehole Number
SJ89NW872
SJ89NW15
SJ89NE578
SJ89NE112
Date: 31 May 2012
Page: 2 of 23
BGS No: BH_118547_4
Geological Map Extracts
This part of the pack contains extracts of geological maps taken from the 1:50 000
scale BGS Digital Geological Map of Great Britain (DiGMapGB-50). The geological
information in DiGMapGB is separated into four themes: artificial ground, landslide
deposits, superficial deposits and bedrock, shown here in separate maps. The fifth
es, to show the
geological formations that occur at the surface, just beneath the soil.
More information about DiGMapGB-50 and how the various geological units are
classified can be found on the BGS website (www.bgs.ac.uk). The maps are labelled
with two-part computer codes that indicate the name of the geological unit and its
composition. Descriptions of the units listed in the map keys may be available in the
BGS Lexicon of Named Rock Units, which is also on the BGS website
(http://www.bgs.ac.uk/lexicon/). If available, these descriptions can be found by
searching against the first part of the computer code used on the maps. Please treat
this labelling with caution in areas of complex geology, where some of the labels may
overlap occurrences of several geological formations. If in doubt, please contact
BGS Enquiries for clarification.
In the map keys the geological units are listed in order of their age, as defined in the
BGS Lexicon, with the youngest first. However, where units are of the same defined
age they are listed alphabetically and this may differ from the actual geological
sequence.
Artificial ground: This is ground at or near the surface that has been modified by man.
It includes ground that has been deposited (Made Ground), landscaped, disturbed,
excavated (Worked Ground) or some combination of these.
Landslide deposits: These are deposits formed by localised mass-movement of soils
and rocks on slopes under the action of gravity. Landslides may occur within the
bedrock, superficial deposits or artificial ground; and the landslide deposits may
themselves be artificially modified.
Superficial deposits: These are relatively young geological deposits, formerly known
unconsolidated sands and gravels formed by rivers, and clayey tills formed by glacial
action. They may be overlain by landslide deposits or by artificial deposits, or both.
Bedrock: Bedrock forms the ground underlying the whole of an area, commonly
overlain by superficial deposits, landslide deposits or artificial deposits, in any
Co
: This map shows all the geological themes from
the previous four maps overlaid in order of age.
Date: 31 May 2012
Page: 3 of 23
BGS No: BH_118547_4
This map shows the surface elements of all four geological layers. Please see keys
to the Artificial, Landslide, Superficial and Bedrock geology maps
Scale: 1:25 000 (1cm = 250 m)
Fault
Coal, ironstone or other mineral vein
Note: Faults and Coals, ironstone & mineral veins are shown for illustration and to aid interpretation of the map.
Not all such features are shown and their absence on the map face does not necessarily mean that none are
present
Date: 31 May 2012
Page: 4 of 23
BGS No: BH_118547_4
Key to Artificial ground:
Key to Landslide deposits:
Key to Superficial deposits:
Map colour
Computer Code
Composition
GFDUD-XSV
GLACIOFLUVIAL DEPOSITS, DEVENSIAN
SAND AND GRAVEL
GFSDD-XSV
GLACIOFLUVIAL SHEET DEPOSITS, DEVENSIAN
SAND AND GRAVEL
TILLD-DMTN
TILL, DEVENSIAN
DIAMICTON
Key to Bedrock geology:
Map colour
Computer Code
Rock type
MM-MDST
MANCHESTER MARLS FORMATION
MUDSTONE
SSG-SDST
SHERWOOD SANDSTONE GROUP
SANDSTONE
CS-SDST
COLLYHURST SANDSTONE FORMATION
SANDSTONE
GML-LMST
GREAT MINE LIMESTONE
LIMESTONE
HA-MDSS
HALESOWEN FORMATION
MUDSTONE, SILTSTONE AND SANDSTONE
HTS-SDST
HOLT TOWN SANDSTONE BED
SANDSTONE
OPS-SDST
OPENSHAW SANDSTONE
SANDSTONE
PUCM-MDSS
PENNINE UPPER COAL MEASURES FORMATION
MUDSTONE, SILTSTONE AND SANDSTONE
ETM-MDSC
ETRURIA FORMATION
MUDSTONE, SANDSTONE AND
CONGLOMERATE
Date: 31 May 2012
Page: 5 of 23
BGS No: BH_118547_4
Artificial ground
Landslide deposits
Superficial deposits
Bedrock
Please see key on previous page.
Date: 31 May 2012
Page: 6 of 23
BGS No: BH_118547_4
Geoscience Data List
List of available geological data
This section lists the data sets, in addition to boreholes and well records, that are held in
the National Geoscience Records Centre that are relevant to your enquiry. Users with
access to computing facilities can make their own index searches using the BGS
www,bgs.ac.uk This will give access to the BGS
Bookshop, Publications catalogue, GeoRecords (borehole browser) and GeoReports.
If you want to order any of the data please contact enquiries on [email protected].
For current pricing see internet pages above or do not hesitate to contact us using the
list found at the back of this pack.
Note that this list contains selective datasets and is not a definitive listing of all data
held in BGS
Date: 31 May 2012
Page: 7 of 23
BGS No: BH_118547_4
Site investigation reports
Additional laboratory and test data may be available in these reports, subject to any
copyright and confidentiality conditions. The grid references used are based on an
un-refined rectangle and therefore may not be applicable to a specific site. Borehole
records in these reports will be individually referenced within the borehole records
collection.
Number
2170
2171
2173
2636
3876
3997
4204
4286
6596
6827
6861
6870
6903
6905
6923
7041
7054
7055
7393
7588
8019
8045
8274
8314
8335
8493
8530
9403
9510
9742
9752
10062
10434
10435
10878
10890
10894
11143
MANCHESTER CROWN COURT
MANCHESTER SKILL CENTRE
MANCHESTER PORTLAND ST NW TELECOMS BOARD HQ
REPORT ON INVESTIGATIONS FOR SUGGESTED RESERVOIR SCHEMES
BROADHEAD CASTLESHAW SHELF HOLDEN WOOD
UNITED MANCHESTER HOSPITALS - REDEVELOPMENTS
MANCHESTER MINSHULL STREET CROWN COURTS
MANCHESTER IRO SCHEDULE E CENTRE
CENTRAL RETAIL PARK GREAT ANCOATS STREET MANCHESTER
PROPOSED DEVELOPMENT FOR CASHCO OFF THOMPSON STREET MANCHESTER
STALYBRIDGE/STUART STREET 132 KV LINE DIVERSION BETWEEN TOWER XQ33
AND XQ35
MISSOURI AVENUE SALFORD
HMP STRANGEWAYS
GAYTHORN GASWORKS
PROPOSED DEVELOPMENT AT STAFFORDSHIRE WHARF MANCHESTER
WHITE CITY RETAIL PARK MANCHESTER NATIONAL FREIGHT CONSORTIUM
PROPOSED DEVELOPMENT AT GORTON MANCHESTER
MANCHESTER UNITED FOOTBALL CLUB STRETFORD END REDEVELOPMENT
GREAT NORTHERN FESTIVAL MARKETPLACE MANCHESTER SECOND STAGE
MANCHESTER METROPOLITAN UNIVERSITY HALLS OF RESIDENCE PHASE ONE
TRAFFORD WHARF EDGE
HOLT TOWN INDUSTRIAL AREA
MANCHESTER AND SALFORD INNER RELIEF ROAD JUNCTION BETWEEN A6
LONDON ROAD AND MANCUNIAN WAY
SALFORD DOCKS SITE INVESTIGATION
BUXTON LANE DROYLSDEN
PICCADILLY VILLAGE MANCHESTER
GASWORKS REGENT ROAD SALFORD
MANCHESTER AND SALFORD INNER RELIEF ROUTE JUBILEE STREET TO
CHEETHAM HILL ROAD
PROPOSED HOUSING DEVELOPMENT THOMAS STREET MANCHESTER
BRAZENNOSE STREET PHASE 2 MANCHESTER
HADFIELD STREET STRETFORD MANCHESTER
HOUSING DEVELOPMENT GIBSON STREET MANCHESTER
PROPOSED CAR PARK CHURCH STREET
GREAT NORTHERN FESTIVAL MARKET PLACE
SALFORD QUAY ROADWORKS AND DRAINAGE PHASE 3
WOOLHAM PLACE CASTLEFIELD MANCHESTER
THE ANCHORAGE DEVELOPMENT SALFORD QUAYS
SALFORD QUAYS DEVELOPMENT
Date: 31 May 2012
Page: 8 of 23
BGS No: BH_118547_4
Number
11723
11748
11893
13758
13876
14162
14411
14470
15093
15138
15255
15290
15381
15425
15464
15488
15507
15516
15531
15558
15573
15589
15599
15623
15633
15681
15684
15685
15698
15702
15728
15735
15781
15811
15858
15871
15902
15906
15930
15933
15937
16764
17901
18368
18372
18405
18466
18553
18934
19002
19019
19029
19030
MANCHESTER AND SALFORD INNER RELIEF ROUTE
POMONA DOCKS REDEVELOPMENT PHASE A
CORNBROOK SIDINGS, TRAFFORD RAILWAY STATION MANCHESTER
HADDON HALL ROAD, MANCHESTER
LOWER BROUGHTON, SALFORD
PROPOSED DE-TOXIFICATION UNIT, THOMPSON STREET, MANCHESTER
GRANSMOOR ROAD, OPENSHAW
GREEN LANE, FAILSWORTH
BRADFORD GASWORKS, MANCHESTER
GREAT BRIDGWATER STREET, MANCHESTER
WHITE CITY STADIUM
CLIFTON STREET, MANCHESTER
ALBERT GROVE DEVELOPMENT
TALBOT ROAD FLOOD PREVENTION, STRETFORD
NATIONAL EXPRESS COACH STATION, MANCHESTER
REDEVELOPMENT OF PARKER-ROSSER SITE, TRAFFORD PARK
STARRY WALK, SALFORD
SALFORD COLLEGE OF TECHNOLOGY. PROSTHETICS AND ORTHOTICS BUILDING
OLD TRAFFORD JUNIOR SCHOOL, MANCHESTER
TRAFFORD PARK, CRANE REPLACEMENT
DEPARTMENT OF HUMANITIES, SITE 3, MANCHESTER METROPOLITAN UNIVERSITY
REGENT ROAD, SALFORD. MIXED LEISURE/FOOD RETAIL DEVELOPMENT
RIVER MEDLOCK, CLAYTON VALE
MANCHESTER SCHOOL OF MANAGEMENT, UMIST
52-58 BROWN STREET, MANCHESTER
PORTLAND ROAD FLOOD PREVENTION
MIXED LEISURE AND FOOD RETAIL DEVELOPMENT, REGENT ROAD, SALFORD
CONTACT THEATRE, BRISBANE STREET, MANCHESTER
LISSADEL STREET, OFF FREDERICK STREET, SALFORD
CHORLTON BROOK, BIRCHFIELDS PARK
POTATO WHARF, CASTLEFIELD
MANCHESTER ROYAL INFIRMARY PROPOSED CLINICAL WASTE INCINERATOR
LOWRY GALLERIA
THE LOWRY CENTRE, SALFORD QUAYS
LISSADEL STREET, OFF FREDERICK STREET, SALFORD VOLUME 1
CLUSTER 7A
MANCHESTER INTERNATIONAL CONVENTION CENTRE
HOLLINGWOOD COURT, BRADFORD
LEGRAMS STREET, BRADFORD
FAIRFIELD COURT, DROYLESDEN
CHAPEL STREET BREWERY, SALFORD, MANCHESTER
GROSVENOR ROAD, BRADFORD
SMEDLEY ROAD, MANCHESTER
GREAT BRIDGEWATER STREET, MANCHESTER
HULME STREET, MANCHESTER. STUDENT VILLAGE DUNLOP BUILDINGS C AND D
CLEMINSON STREET, SALFORD
MANCHESTER METROPOLITAN UNIVERSITY
Date: 31 May 2012
Page: 9 of 23
BGS No: BH_118547_4
Number
19031
19066
19096
19097
19123
19124
19125
19128
19129
19130
19132
19134
19135
19136
19137
19247
19248
19253
19260
19278
19279
19520
19545
19567
19568
19569
19570
19576
19583
19585
19586
19593
19598
19602
19637
19647
19649
19650
19652
19791
19830
19837
19838
19839
19844
19847
19851
19852
19855
19873
19880
HOMES FOR CHANGE, HULME, MANCHESTER
POTATO WHARF
A57 HYDE ROAD IMPROVEMENT STAGE 1
FLOOD PREVENTION SCHEME SCARSDALE ROAD, MANCHESTER
MANCHESTER AND SALFORD INNER RELIEF ROUTE PHASE 2, STAGE 2, DAWSON
STREET, SALFORD. EGERTON STREET, MANCHESTER
FLOOD PREVENTION SCHEME PRINCESS ROAD, MANCHESTER
SACKVILLE PARK REFURBISHMENT SACKVILLE STREET/WHITWORTH STREET,
MANCHESTER
PORTLAND STREET SEWER REPLACEMENT SCHEME
HULME HALL LANE ACCESS RAMP (MANCHESTER INTERMEDIATE RING ROAD)
MANCHESTER MILLENIUM MILLGATE LANE CAR PARK
STRETFORD ROAD/PRINCESS ROAD
MILLER STREET SEWER RENOVATION SCHEME
A6 DIVERSION - STOCKPORT ROAD
SEWER REPLACEMENT SCHEME DICKENSON ROAD, MANCHESTER
CITY CENTRE ROAD PHASE 2 MANCHESTER
INNER RING ROAD, SECTION 2, PHASE 1, MANCHESTER
CORPORATION STREET SEWER REPLACEMENT, MANCHESTER
SLADE GROVE/BIRCHFIELDS PARK S AND T SEWER
PROPOSED ADVENTURE PLAYGROUND, MOSS SIDE, MANCHESTER
SACKVILLE STREET SEWER REPLACEMENT SCHEME
QUAY STREET SEWER RENEWAL SCHEME
SALFORD QUAYS
LADYWELL SERVICE STATION, SALFORD
GREAT ANCOATS STREET SEWER REPLACEMENT SCHEME
DEANS GATE & ST. MARYS GATE LOCAL SEWER REPLACEMENT SCHEME
QUAY STREET SEWER REPLACEMENT SCHEME
30 MULL AVENUE, LONGSIGHT, MANCHESTER
GREAT WATERBRIDGE STREET SEWER REPLACEMENT SCHEME
CHILDRENS CENTRE, ARDWICK GREEN
WALMER STREET, MOSS SIDE
ALEXANDRA ROAD, MOSS SIDE
ANSON ROAD SEWER REPLACEMENT SCHEME
PRINCESS ROAD, PARKSIDE ROAD TO INNER RING ROAD, MANCHESTER
PROPOSED SPORTS CENTRE, PLYMOUTH, ARDWICK
STANLEY GROVE (S & T SEWER)
VICTORIA STATION AREA SEWERS RENEWAL SCHEME
ALEXANDRA PARK CHILDRENS CENTRE
BOOTH STREET, MANCHESTER
POTATO WHARF, NEW ELM STREET
PARKHOUSE STREET, OPENSHAW
PARKHOUSE STREET, MANCHESTER
TAN YARD BROW
ST. ANNS STREET/EXCHANGE STREET SEWER REPLACEMENT SCHEME
172A-174A STANLEY GROVE, GORTON, MANCHESTER
THOMAS STREET/HIGH STREET SEWER REPLACEMENT SCHEME
SHAWHEATH CLOSE, HULME, MANCHESTER
CITY OF MANCHESTER, RED BANK CATCHMENT
PARSONAGE SEWER REPLACEMENT SCHEME
Date: 31 May 2012
Page: 10 of 23
BGS No: BH_118547_4
Number
19909
19917
19918
19922
19923
19927
19928
19933
19934
19953
19954
20038
20040
20041
20045
20047
20049
20053
20054
20077
20078
20083
20085
20086
20087
20090
20094
20105
20106
20108
20110
20135
20140
20142
20145
20146
20147
20162
20172
20184
20187
20197
20199
20204
20205
20206
20207
20217
20231
20300
20306
20307
WEST MORLEY STREET
OLD MILL STREET/WHARF STREET
WITHINGTON ROAD, MOSS SIDE, MANCHESTER
ROGER STREET, MANCHESTER
RIVER MEDLOCK AT PIN MILL BROW
MANCHESTER AND SALFORD INNER RELIEF ROAD, REGENT ROAD TO CHESTER
ROAD
OSBOURNE STREET
PORTLAND STREET, MANCHESTER
PHILLIPS PARK ENTRANCE, OPPOSITE STUART STREET
WALMER STREET, RUSHHOLME, MANCHESTER
HOSTEL, WINDER DRIVE, ANCOATS, MANCHESTER
BARRETT STREET, OLD TRAFORD
UPPER CHORLTON ROAD
STRETFORD ROAD, OLD TRAFFORD
109-111 SEYMOUR GROVE, STRETFORD
NORTHUMBERLAND ROAD/STANLEY ROAD, OLD TRAFFORD
HARPER STREET, OLD TRAFFORD#
STRETFORD OUTFALL SEWER STAGE 2
WARWICH ROAD SOUTH
SHREWSBURY STREET SEWERAGE
WARWICK ROAD SEWER RENOVATION
25 LYME GROVE. OLD TRAFFORD
STRETFORD TOWN HALL
OLD TRAFFORD MAIN DRAINAGE,STAGE 1
MONTAGUE STREET, STRETFORD
ESSEX WAY, OLD TRAFFORD
CHESTER ROAD BRIDGE 004, OLD TRAFFORD
LAND ADJOINING SPORTS CENTRE, CHESTER ROAD, STRETFORD
WILTON AVENUE, STRETFORD
OLD TRAFFORD MAIN DRAINAGE
OLD TRAFFORD MAIN DRAINAGE STAGE 2 SUPPLEMENTARY INVESTIGATION
CLYNE HOUSE, STRETFORD
CROFTON STREET SEWERAGE, OLD TRAFFORD
CORNBROOK SIDINGS, OLD TRAFFORD
TRAFFORD WHARF
CORNBROOK CULVERT RENOVATION
GREAT STONE SCHOOL, STRETFORD, MANCHESTER
CITY LINK AND WHITE CITY INTERCHANGE, TRAFFORD, MANCHESTER
BRIDGEWATER BOULEVARD, OLD TRAFFORD, MANCHESTER
KINGS ROAD SEWER, OLD TRAFFORD
OLD TRAFFORD MAIN DRAINAGE, SEYMOUR GROVE
VICTORIA STREET, OPENSHAW
VICTORIA STREET, OPENSHAW, PIEZOMETER INSTALLATION
RINGSTEAD DRIVE, MANCHESTER
RUSHOLME GROVE
SHUDE HILL/WITHY GROVE SEWER REPLACEMENT SCHEME, MANCHESTER
RIVER IRWELL CROSSING
PLATT LANE SPORTS COMPLEX, RUSHHOLME, MANCHESTER
TURKEY LANE STUDY
NORTH STREET, CHEETHAM HILL, MANCHESTER
Date: 31 May 2012
Page: 11 of 23
BGS No: BH_118547_4
Number
20322
20339
20342
20357
20365
20366
20367
20369
20376
20377
20378
20380
20381
20386
20387
20389
20390
20391
20392
20407
20408
20409
20425
20426
20427
20428
20440
20441
20447
20459
20469
20482
20483
20484
20485
20486
20487
20488
20489
20494
20503
20504
20505
20506
20507
20508
20512
20514
20515
20519
20520
20521
LOWER MEDLOCK UCSOS CONTRACT 1, MAN 0308
77 WAYLAND ROAD, GORTON, MANCHESTER
PROPOSED 15 STOREY FLATS, CLIFFORD WARD, STRETFORD
PROPOSED SEWER LINE, SALFORD
LISSADEL 2 REDEVELOPMENT AREA, SALFORD
PROPOSED INTERSECTION AT WINDSOR CRESCENT, SALFORD
SCALES STREET, SEEDLEY
BROAD STREET/GARDNER STREET, BRUNSWICK, SALFORD
PROPOSED BROAD STREET IMPROVEMENT SCHEME, SALFORD
PROPOSED BROAD STREET IMPROVEMENTS SCHEME, SALFORD
ST. MATTHAIS REDEVELOPMENT AREA, SALFORD
SITE 1 TRINITY WAY, SALFORD
HIGH STREET/HODGE LANE MAIN DRAINAGE SCHEME PHASE 2
PUBLIC HEALTH OFFICES, SALFORD
PROPOSED SEWER AT ELTON STREET, SALFORD
PROPOSED SEWER REPLACEMENT IRWELL STREET, SALFORD
PROPOSED SEWER RECONSTRUCTION AT ROSAMOND STREET, SALFORD
PROPOSED SEWER RECONSTRUCTION AT TRAFFORD ROAD/REGENT ROAD,
SALFORD
REGENT ROAD, SALFORD
NEW OFFICES, LIVERPOOL ROAD, MANCHESTER
SALFORD GAS WORKS, LIVERPOOL ST., SALFORD
SOUTH ORDSALL REDEVELOPMENT AREA, SALFORD
LISSADEL STREET REDEVELOPMENT, SALFORD
SEAFORD ROAD SEWER RECONSTRUCTION, SALFORD
PROPOSED SEWERCONSTRUCTION, MONTFORD STREET, SALFORD
REGENT BRIDGE
ROCHDALE CANAL CROSSING
CLARENCE ROAD, LONGSIGHT
TRAFFORD ROAD, SALFOR, PROPOSED SEWER RECONSTRUCTION
NORTH REGENT STREET, SALFORD, SEWER RECONSTRUCTION
GOODIERS DRIVE, SALFORD, SEWER RECONSTRUCTION
CHAPEL STREET, SALFORD, SEWER REPLACEMENT
BLACKBURN PLACE, SALFORD
DISUSED SEEDLEY BLEACH WORKS, NONA ST, SALFORD
ISLINGTON REDEVELOPMENT, SALFORD
STRETFORD TECHNICAL COLLEGE, MANCHESTER
BROAD STREET IMPROVEMENT SCHEME STAGE 2
PENDLETON WAY SEWER, SALFORD
PROPOSED CRESCENT WIDENING SCHEME
CIVIC CENTRE, SALFORD
ELLOR STREET REDEVELOPMENT AREA, STAGE V/2 & X/1, SALFORD
LOWER BROUGHTON 3. SALFORD
PEEL PARK GALLERY, SALFORD
ORDSALL REDEVELOPMENT- STAGE 4 ROADS AND SEWERS
PEEL PARK TECHNICAL COLLEGE, SALFORD
CHARLES STREET, SALFORD
SALFORD SURFACE WATER OUTFALL SCHEME
ECCLES NEW ROAD, WEASTE
OLDFIELD ROAD, SALFORD
Date: 31 May 2012
Page: 12 of 23
BGS No: BH_118547_4
Number
20522
20523
20524
20528
20534
20535
20538
20545
20548
20549
20550
20551
20552
20553
20554
20555
20556
20557
20569
20576
20577
20578
20583
20584
20585
20586
20590
20591
20592
20593
20650
20666
20667
20668
20669
20670
20671
20672
20673
20691
20692
20723
20730
20785
20786
20787
20788
20789
20856
20911
20937
20946
MICHIGAN AVENUE, SALFORD
WINDSOR STREET, SALFORD
ECCLES NEW ROAD, SALFORD
CITY OF SALFORD CENTRAL REDEVELOPMENT MAIN DRAINAGE SURFACE WATER
OUTFALL
TRINITY CLEARANCE AREA NO.7, SALFORD
CLAENDON SPORTS CENTRE- PHASE 1
SALFORD
LAUNDRY STREET, SALFORD
PROPOSED HIGH STREET REDEVELOPMENT (AREATWO)
COBDEN STREET SEWER, SALFORD
LOWER BROUGHTON INDUSTRIAL AREA SURFACE WATER SEWER
FITZWARREN STREET, SALFORD
NEW ROGER STREET BRIDGE
TIB STREET SEWER REPLACEMENT SCHEME
CLARENDON DEVELOPMENT AREA, SALFORD
PROPOSED SALFORD LIBRARY, MUSEUM AND ART GALLERY AT SALFORD
ORDSALL 14, SALFORD
HUMKO PRODUCTS, WESTINGHOUSE ROAD, TRAFFORD PARK, MANCHESTER
NORTH EAST ORDSALL, SALFORD
TRINITY DEVELOPMENT, SALFORD
FREDERICK ROAD, SALFORD
ECHANGE QUATS
WINDSOR LINK, MANCHESTER
CHAPEL STREET, SALFORD
BROAD STREET DEVELOPMENT AREA, STAGE 1
CROSS LANE DIVERSION/ A6 WINDSOR BRIDGE IMPROVEMENTS SECTION 1
OHIO AVENUE, BROADWAY, SALFORD
CONSTANCE AVENUE, WEASTE
CITY OF SALFORD ENTERPRISE ZONE, SALFORD DOCKS
HUMPHREY ROAD, OLD TRAFFORD
PROPOSED ELLER STREET AREA REDEVELOPMENT SCHEME
ORDSALL DEVELOPMENT AREA, SALFORD
COBDEN STREET STAGE 2 PENDLETON, SALFORD
LISSADEL 2, SALFORD
PHEBE STREET, SALFORD
COBDEN STREET SEWER REPLACEMENT, SALFORD
ORDSALL DEVELOPMENT STAGE 3
BARNES OVERFLOW, SALFORD DOCKS
IRWELL STREET, SALFORD
WHIT LANE REDEVELOPMENT AREA 1,2,3 SALFORD
BIRLEY FIELDS BUSINESS PARK, MANCHESTER
INTERCEPTOR SEWER STAGE 2, SALFORD
VILLIERS STREET, SALFORD, PROPOSED SEWER
GREENGATE, SALFORD
DOCK ROAD/BROADWAY, SALFORD PROPOSED INTERCEPTOR SEWER
ST. MATTHIAS REDEVELOPMENT, SALFORD
WINDSOR CLEARANCE AREA, PHASE 1
GREAT BRIDGEWATER STREET DEVELOPMENT
PEEL WORKS, SILK ST, SALFORD
PROPOSED HOTEL, REGENTS ROAD, SALFORD
Date: 31 May 2012
Page: 13 of 23
BGS No: BH_118547_4
Number
20947
20948
20949
20995
20996
20997
21062
21063
21064
21065
21066
21067
21068
21069
21084
21118
21213
21221
21223
21225
21267
21268
21269
21270
21271
21272
21273
21274
21275
21316
21317
21318
21340
21352
21353
21354
21398
21399
21400
21401
21402
21403
21404
21405
21423
21446
21447
21451
ARROW STREET TO MILTON STREET BROUGHTON LANE SEWER REPLACEMENT,
SALFORD
CLEMINSON STREET/GREAT GEORGE STREET AREA
GRAMMAR SCHOOL FOR BOYS, STRETFORD
NEIGHBOURHOOD OFFICE, MOUNT ROAD, GORTON
REDGATE LANE, BELLEVUE
CARLISLE STREET C.P.O. AREA
BOWLING ROAD, ALBERT GROVE DEVELOPMENTS
BRADFORD AND OPENSHAW, DISTRICTS OF MANCHESTER, MAIN DRAINAGE
WORK 6
GROUND INVESTIGATION ALONG LINE OF PROPOSED SEWER RECONSTRUCTION,
BRISCOE LANE
BRISCOE LANE/RIVERPARK ROAD, MANCHESTER
THE U INTERCEPTING SEWER, OPENSHAW
CLOWES STREET, MANCHESTER
HOLLAND MILL, MANCHESTER
PROPOSED SAILING CENTRE, DEBDALE PARK, GORTON
BOOTLE STREET SEWER RENEWAL SCHEME
PROPOSED ATR GALLERY/ATHENAEUM LINK, MANCHESTER
HILTON STREET, MANCHESTER
GREAT ANCOATS STREET CANAL BRIDGE
GT MARLBOROUGH STREET
CLARENCE STREET, SALFORD
BERESFORD ROAD, MANCHESTER
GWELO STREET, CLAYTON
CLARENCE STREET/BOOTH STREET/BOW LANE SEWER REPLACEMENT SCHEME
SACKVILLE STREET/BLOOM STREET
CHURCH STREET/HIGH STREET SEWER REPLACEMENT SCHEME
MANCHESTER AND SALFORD INNER RELIEF ROAD, REGENT ROAD-CHESTER
ROAD
MOSELY STREET SEWER RECONSTRUCTION
MOSS LANE EAST, MANCHESTER
MANCHESTER AND SALFORD INNER RELIEF ROUTE, REGENT ROAD TO CHESTER
ROAD
33 AMOS AVENUE, NEWTON HEATH, MANCHESTER
31/33 AMOS AVENUE, HARPURHEY, MANCHESTER
ASHTON NEW ROAD/ECCLESHALL STREET, CLAYTON
CAPITAL CENTRE, SALFORD
GORTON LEISURE POOL PHASE 2, GARRAT WAY, GARTON
MOUNT STREET, GORBROOK
GEORGE STREET SEWER REPLACEMENT SCHEME
EVERY STREET SEWER REPLACEMENT SCHEME
PROPOSED GORTON CULTURAL CENTRE GARRAT WAY GORTON
GORTON COMMUNITY CENTRE
PROPOSED MALKIN BROOK SEWER REPLACEMENT SCHEME PHASE 2
NORTH ROAD CLAYTON
CHILDRENS CENTRE VARLEY STREET MILES PLATTING
EVERY STREET MANCHESTER
6A HATHERSAGE ROAD MANCHESTER
NORTON STREET MILES PLATTING
BRAZENNOSE STREET MANCHESTER
BRIDGE STREET JOHN DALTON STREET SEWER RENOVATION STREET SCHEME
BLOOM STREET ABINGDON STREET SEWER REHABILITATION SCHEME
Date: 31 May 2012
Page: 14 of 23
BGS No: BH_118547_4
Number
21457
21458
21462
21463
21489
21490
21491
21495
21500
21510
21517
21520
21524
21557
21562
21566
21570
21577
21578
21579
21580
21624
21625
21626
21627
21632
21633
21634
21635
21662
21687
21787
21821
21823
21838
21965
21987
22017
22018
22019
22032
22073
22091
22155
22196
22867
23468
23632
25645
25979
26062
6 EASTERN BY PASS CLAYTON MANCHESTER
GORTON STORM WATER RELIEF SEWER
7 ALBERT GROVE LONGSIGHT MANCHESTER
PROPOSED RETAINING WALL ON POTTERY LANE AT ASHBURYS STATION
MANCHESTER
YORK STREET LATUMIST CENTRE
HOULDSWORTH STREET LITTLE ANCOATS STREET SEWER REPLACEMENT
SCHEME
HULME HALL ROAD
PROPOSED REFUSE DISPOSAL PLANT FREDERICKS ROAD SALFORD
LIVERPOOL STREET RAILWAY BRIDGE SALFORD
SALFORD
ELLOR STREET BROAD STREET REDEVELOPMENT AREA SALFORD
CHRISTIE ROAD SEWER STRETFORD
BURY NEW ROAD SALFORD
BOOTH STREET EAST
13 BANNERDALE CLOSE LONGSIGHT MANCHESTER
CORNBROOK SIDINGS TRAFFORD PARK
DUKE PLACE
CHEETHAM HILL ROAD SEWER REPLACEMENT SCHEME
CANAL STREET SEWER RENEWAL SCHEME
CASTLEFIELD ROADS AND SEWERS
WHITWELL WAY GORTON
GORE BROOK LOCAL SEWERS PHASE 2
WETHERBY STREET BRADFORD
13 FOLKESTONE ROAD EAST CLAYTON MANCHESTER
GROSVENOR STREET
CIS BUILDING HANOVER STREET MILLER STREET MANCHESTER
GRANBY ROW WHITWORTH STREET SEWER REPLACEMENT SCHEME
FOUNTAIN STREET
NPC MANCHESTER FORMER ARDWICK EAST GOODS DEPOT
PROPOSED IMPROVEMENT TO BOLTON ROAD (A6)
ARDWICK EAST: DERELICT LAND STUDY
STRETFORD GRAMMAR SCHOOL FOR BOYS
CENTRAL MANCHESTER COLLEGE
ST JOHNS C OF E PRIMARY SCHOOL
CHURCH STREET & DALE STREET, CONTRAFLOW BUS LANE
PROPOSED NEIGHBOURHOOD OFFICE GARRAT WAY, GORTON
IRWELL STREET ARCHES, MANCHESTER
BRADFORD MILL BRIDGE
MANCHESTER ANCOATS
JUBILEE STREET TO CHEETHAM HILL ROAD, MANCHESTER
8 EASTERN BY-PASS, CLAYTON, MANCHESTER
REGENT ROAD / GORE STREET
STUART STREET POWER STATION CLAYTON VALE
LOWRY FOOTBRIDGE SALFORD QUAYS
TRAFFORD PARK CORN CLEANING PLANT MANCHESTER
TRAFFORD PARK
Date: 31 May 2012
Page: 15 of 23
BGS No: BH_118547_4
Number
26064
26065
26323
26814
27287
27513
27828
28297
28317
29376
29795
29827
29913
30129
30644
30645
30646
30649
30650
30653
30654
30655
30657
30658
30659
30661
30663
30665
30735
31677
31678
31682
31684
31685
31689
31695
31697
31705
31710
31712
31713
31715
31968
31972
32080
32521
32759
32760
32767
32768
32769
AMBERSWOOD HINDLEY WIGAN
TRAFFORD PARK MANCHESTER
Every Street, Ancoats, Manchester.
CLAYTON ANILINE COMPANY BUILDING 153 ASHTON NEW ROAD CLAYTON
MANCHESTR
ANCOATS MANCHESTER
LIVERPOOL STREET SALFORD
WINDSOR LINK MANCHESTER
PROPOSED MIXING PLANT,TARMAC ROADSTONE LTD,AGECROFT,MANCHESTER
LIMER STREET MANCHESTER
CHINESE GARDEN EXTENSION
MT CARMEL ORDSALL SALFORD PROPOSED STAGE II HOUSING DEVELOPMENT
STRANGEWAYS INDUSTRIAL IMPROVEMENT
GARTSIDE STREET MANCHESTER
LLOYD STREET/HARDMAN STREET SEWER REP. SCHEME
LOWER HARDMAN STREET
5-7 KENTON AVENUE, GORTON
8 LONGSIGHT ROAD, GORTON
HOLLAND MILL, MILES PLATTING
LAUDERDALE CRESCENT, LONGSIGHT
LORETTO COLLEGE - PLAYING FIELDS, HULME
LAWRENCE SCOTT WORKS, LOUISA STREET, MANCHESTER
KING STREET WEST, SEWER RENEWAL SCHEME
MAIN DRAINAGE, KING STREET SOUTH
MALKIN BROOK PH2
DALE STREET/STEVENSON SQUARE/NEWTON STREET
NORTHMOOR ROAD AREA, SEWER REPLACEMENT SCHEME
34 NANCY STREET, MOSSIDE
LOWER MOSLEY STREET PHASE 2
FAIRFIELD ROAD/OGDEN LANE, GORTON, MANCHESTER
ST JOHNS COLLEGE,QUAY STREET, MANCHESTER
ST JOHNS C E SCHOOL, BIRCH LANE
31 SANDOWN CRESCENT, GORTON, MANCHESTER
SIDNEY STREET, TRIAL PIT SURVEY
ST CHRYSOSTOMS SCHOOL, LINCOLN GROVE
43 SANDOWN CRESCENT, GORTON
TOXTETH STREET SEWER REPLACEMENT
TAYLOR STREET, MANCHESTER
CRESCENT WIDENING SCHEME SALFORD
PROPOSED RETAINING WALL ADJACENT TO GERALD STREET FOOTBRIDGE
SALFORD
GLEN STREET SALFORD
PROPOSED INTERCEPTOR SEWER DOCK ROAD/BROADWAY SALFORD
COVERDALE CRESCENT, ARDWICK
HENSHAWS, ECCLES OLD ROAD, SALFORD
UPPER BROOK STREET MANCHESTER
GLOBUS OFFICE WORLD DAWSON STREET MANCHESTER
CHORLEY STREET STRETFORD
TALBOT ROAD STRETFORD MANCHESTER
NEW OFFICE BUILDING WARWICK ROAD STRETFORD
70-82 TALBOT STREET STRETFORD
CHORLEY STREET STRETFORD MANCHESTER
Date: 31 May 2012
Page: 16 of 23
BGS No: BH_118547_4
Number
32988
33092
33147
33175
33224
33269
33415
33429
33435
33475
33817
33818
34287
34458
34516
34620
34654
34655
34673
34736
34737
34744
34836
34840
34920
34938
34992
34993
34994
34996
35001
35002
35007
35010
35012
35015
35016
35028
35669
36053
36206
36380
36513
36622
36623
36624
36625
36627
36684
36703
SALFORD ROYAL COLLEGE OF ADVANCED TECHNOLOGY
CHORLTON BROOK SOUTH MANCHESTER
POMONA DOCK LINK TRAFFORD PARK
CASTLEFIELD CENTRE MANCHESTER
BIRLEY FIELDS HULME
WARREN BRUCE WAY
CHEETHAM HILL, STRANGEWAYS, MANCHESTER
SITE OF PROPOSED SEWER RECONSTRUCTION AT THURLOW STREET OFF
BROADWAY SALFORD
ECCLES NEW ROAD SALFORD
HANKINSON WAY, SALFORD
TIMBER WHARF MANCHESTER
BLANTYRE STREET MANCHESTER
ASHTON OLD ROAD / STANLEY STREET
ASHTON CANAL CORRIDOR ENVIRONMENTAL IMPROVEMENTS PHASE 1
PROPOSED OFFICE DEVELOPMENT SALFORD
STANLEY GROVE STOCKPORT ROAD MANCHESTER
TAYLOR STREET MANCHESTER
LEVER STREET
PROPOSED 4 STOREY OFFICE BLOCK AND COMPUTER CENTRE AT ICL WEST
GORTON MANCHESTER
PROPOSED MANCHESTER INTERNATIONAL TRADE CENTRE
STANLEY GROVE / ALBERT GROVE LONGSIGHT MANCHESTER
MOUNT STREET, MANCHESTER
SPRING GARDENS, MANCHESTER
LIVESEY/SUDELL STREET MANCHESTER
SITES IFF MANCUNIAN WAY MANCHESTER
FRANCIS SHAW IRONWORKS, CORBETT STREET
62 CORELLI STREET, MILES PLATTING
3 COURT DRIVE, NEWTON HEATH
DANTZIC STREET, SEWER REPLACEMENT
1 CROSSBANK CLOSE, LONGSIGHT
68-70 CROSSLEY STREET, GORTON
53 DEAN ROAD, GORTON, MANCHESTER
DEBDALE PARK HOUSE, GORTON, MANCHESTER
PORT STREET / HILTON STREET/ DALE STREET STAGE II SEWER REPLACEMENT
SCHEME
COLESHILL STREET, MANCHESTER
11 CRADLEY AVENUE, HIGHER OPENSHAW
WATERLOO ROAD SEWER STAGE 2
SALFORD QUAYS
WHARFSIDE FEASIBILITY STUDY
PIER 8 CANAL
MANCHESTER INTERNATIONAL CONVENTION CENTRE SHAFTS
ALAN TURING WAY PHASE 2 MILES PLATTING MANCHESTER
ASHTON CANAL MEDLOCK STRUCTURES MANCHESTER
ASHTON CANAL CORRIDOR TRANSCO PIPELINE
BRIDGE 29 - ELR CMP2
POMONA DOCK AREA REDEVELOPMENT
GORTON MONASTERY MANCHESTER
Date: 31 May 2012
Page: 17 of 23
BGS No: BH_118547_4
Number
36705
36706
MANCHESTER METROLINK-EAST OF ARDWICK VOL 1
MANCHESTER METROLINK-ADDITIONAL WORKS VOL 2
National Grid geological maps (1:10 000 and 1:10 560 scale)
Map
SJ89NE
SJ89NW
Type
C
C
Survey
1927
1927
Type
Published
1862
1862
1929
1929
0
1929
1929
1929
1929
1929
1929
1929
1929
0
1929
1929
1929
1929
1929
1929
1929
0
1929
1929
1929
0
1929
1929
1929
1929
County Series geological maps (1:10 560 scale)
Map
Lancashire104FS
Lancashire104FS
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NE
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104NW
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SE
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Lancashire104SW
Date: 31 May 2012
C
CS
C
CD
D
S
C
D
S
CD
CS
C
C
S
CD
C
D
C
CS
S
CD
C
D
C
CS
Page: 18 of 23
BGS No: BH_118547_4
New Series medium scale geological maps (1:50 000 and 1:63 360 scale)
Sheet number
85
85
85
85
Sheet name
Manchester
Manchester
Manchester
Manchester
Type
S
D
D
S
Published
1975
1930
1970
1930
Type
D
S
Published
1874
1874
Old Series one inch geological maps (1:63 360 scale)
Sheet number
88SW
88SW
Sheet name
Manchester
Manchester
Hydrogeological maps (various scales)
Map
Clwyd and Cheshire Basin
Scale
1:100,000
Geological Memoirs
Geological memoir
Manchester (& S.E.Lancs Coalfield)
Date
1931
Technical reports
Technical reports may be available for this area. Please see
http://envirolib.nerc.ac.uk
Waste sites
Listing of some 3500 waste sites for England and Wales identified by BGS as part of
a survey carried out on behalf of the Department of the Environment in 1973. Later
information may be available from the Local authority.
BGS holds no records of waste sites for the selected area
Date: 31 May 2012
Page: 19 of 23
BGS No: BH_118547_4
Mining plans
This listing includes plans of various types, principally relating to mining activity
including abandonment plans. The coverage is not comprehensive; however that for
Scotland is most complete.
Record Type
KP
KP
KP
KP
Plan No.
1003
1004
1005
10277
KP
18191
KP
KP
KP
KP
KP
3289
3291
3292
3293
3294
KP
3295
KP
KP
3296
3297
KP
3305
KP
3307
KP
KP
856
9693
Date: 31 May 2012
Title
BRADFORD COLLIERY SEAM-FOUR FEET
BRADFORD COLLIERY SEAM-ROGER
BRADFORD COLLIERY SEAM-CROMBOUKE
M66 MANCHESTER OUTER RING ROAD MINING REPORT VOLUME 2
GEOLOGICAL MAP
WESTPHALIAN A & B OF THE COALFIELDS OF ENGLAND & WALES (
INCLUDING CANONBIE )
ROGER SEAM BRADFORD AND ASHTON MOSS COLLIERIES
MAJOR (BRADFORD TOP) SEAM BRADFORD COLLIERY
MAJOR (BRADFORD TOP) SEAM BRADFORD COLLIERY
RADLEY SEAM BRADFORD AND SSHTON MOSS COLLIERIES
PARKER (WORSLEY FOUR FEET) SEAM ST GEORGES,BRADFORD
AND CLAYTON COLLIERIES
BRADFORD TWO FOOT SEAM BRADFORD AND CLAYTON
COLLIERIES
BRADFORD YARD SEAM CLAYTON AND GLEDEN COLLIERIES
BRADFORD FOUR FEET SEAM CLAYTON,GLENDEN AND ST
GEORGES COLLIERIES
CROMBOUKE (AGECROFT OR BRADFORD DEEP) SEAM
AGECROFT,PENDLETON AND BRADFORD COLLIERIES
WORSEY FOUR FEET SEAM BRADFORD AND ST GEORGES
COLLIERIES
CITY OF MANCHESTER MAIN DRAINAGE WORK 4
SECTIONS REFERRED TO IN THE PAPER ON THE COAL STRATA OF
LANCASHIRE AT THE MANCHESTER GEOLOGICAL SOCIETY
Page: 20 of 23
BGS No: BH_118547_4
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verify the suitability of the material for their intended usage.
7.
The data, information and related records supplied by the BGS should not be taken as a substitute for
specialist interpretations, professional advice and/or detailed site investigations. Professional advice should
be sought before making technical interpretations on the basis of the materials provided.
8.
Detail, which is clearly defined and accurately depicted on large-scale maps, may be lost when small-scale
maps are derived from them.
Date: 31 May 2012
Page: 21 of 23
BGS No: BH_118547_4
9.
Data may be compiled from the disparate sources of information at BGS's disposal, including material
donated to BGS by third parties, and may not originally have been subject to any verification or other quality
control process.
10. If a report or other output is produced for you on the basis of data you have provided to BGS, or your own
data input into a BGS system, please do not rely on it as a source of information about other areas or
geological features, as the report may omit important details.
11. The topography shown on any map extracts is based on the latest OS mapping and is not necessarily the
same as that used in the original compilation of the BGS geological map, and to which the geological linework
available at that time was fitted.
12. Note that for some sites, the latest available records may be quite historical in nature, and while every effort is
made to place the analysis in a modern geological context, it is possible in some cases that the detailed
geology at a site may differ from that described.
Availability of goods
The maps provided on this website show where the various records are available. However, if for some reason, after
you have paid for a record, the BGS is unable to provide it (for example, due to data or computing problems), we will
inform you and offer an alternative record or a full refund.
Some of the records held in the National Geoscience Data Centre (NGDC) were donated under conditions of
confidentiality. For most of these confidential records, the BGS is able to tell you that the records exist, and their location
will, therefore, be displayed on the index maps on this website but we will not be able to provide you with a copy
immediately. You will, however, be able to place a request to obtain details about the owners of the records who you
can then contact to request release of the data. Once this is obtained you will then have to supply the BGS with written
confirmation of release, and we will then be able provide you with a copy of the records concerned.
Prices, payment and VAT
Prices quoted in printed leaflets and internet pages are liable to change without prior notice.
Payment can currently only be accepted in Sterling, but may be made by credit or debit card (not by charge card, e.g.
Amex), International Money Order, or Bankers' Draft. Electronic Fund Transfers, such as BACS (Bank Automated
Clearing System) are also possible, please contact us for details.
The BGS reserve the right not to supply goods to purchasers who have previously defaulted on payment, or where there
is reasonable evidence that a fraudulent credit card payment may be involved.
Value Added Tax (VAT) will be charged in accordance with current regulations.
The charges for obtaining copies of records are detailed on this website. There is a minimum charge of £26+VAT on all
orders to reflect our minimum administration costs.
Delivery
Records ordered through this website will be dispatched using your requested method, options being:
prints/photocopies by standard post/special delivery/faxing, or digital files (secure PDF format) by e-mail (if file size
allows) or on CD by post. Records will normally be dispatched within 10 working days from receipt of the order.
However, a special 24 hour Premium delivery can be requested at an additional charge, details of which can be found
on this website.
On top of these quoted dispatch times, please allow five days for postage in the UK, seven days in the EU and up to 30
days elsewhere. If your order is delayed beyond this time, please contact the Central Enquiries Desk immediately
(contact details below). Standard Postal Delivery charges are included in the price of the records. You will only be
charged the amount quoted. If you require special delivery arrangements to be made, please contact us before placing
your order.
Lost, damaged or incorrectly supplied goods
The BGS will take all reasonable steps to replace items damaged in transit or those that have been supplied in error.
Where this is not possible, a full refund will be made (please see Availability above).
If goods are lost or damaged in transit, or have been incorrectly supplied, you should retain them together with all
packaging and documents, and notify the BGS immediately. You should do this by letter, fax or email within 7 days of
receiving the goods: beyond this period we cannot guarantee that replacements will be available. You then have the
choice of having a replacement item or a full refund. Please ensure you quote any customer order numbers and include
your full name and address in any communications.
Please do not return any faulty or incorrect goods unless asked to do so. We will give you instructions on how, or
whether, to return these items, and may ask you to supply appropriate documents.
Date: 31 May 2012
Page: 22 of 23
BGS No: BH_118547_4
1
Â© All rights are reserved by the copyright proprietors.
[SJ89NE BJ 112 .]
2
[SJ89NE BJ 112 .]
1
[SJ89NW BJ 3639 .]
2
[SJ89NW BJ 1499 .]
1
[SJ89NW BJ 1161 .]
2
[SJ89NW BJ 1161 .]
3
[SJ89NW BJ 1161 .]
1
[SJ89NW BJ 870 .]
1
[SJ89NW BJ 249 .]
2
[SJ89NW BJ 249 .]
1
[SJ89NW BJ 249 .]
Report
Date: 23-09-13
Project
Code
109172
FIGURES
Figure 1
Page 24 of 27
Site Location Plan
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
KEY:
Site Location
OS map data reproduced by permission of Ordnance Survey on behalf of
HMSO. © Crown copyright 2009. All rights reserved. Ordnance Survey
licence number 0100040692
NORTHERN HUB
PROGRAMME
PICCADILLY STATION - GEOTECHNICAL DESK STUDY AND
GROUND INVESTIGATION SCOPING REPORT
FIGURE 1. SITE LOCATION PLAN
REFER TO DOCUMENT No. 109172-D-ECV-REP-PBL-000010
Report
Date: 23-09-13
Figure 2
Page 25 of 27
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
Geology Extract of BGS sheet SJ89NW
Site location
Reproduced under corporate basic copyright licence No. IPR/30-10 CSL
British Geological Survey. c NERC.
All rights reserved.
NORTHERN HUB
PROGRAMME
FIGURE 2. GEOLOGY EXTRACT OF BSG SHEET SJ88NW
Report
Date: 23-09-13
Figure 3
Page 26 of 27
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
Geological Cross Section
Sj89nw579
Sj89nw580
Sj89nw583
Sj89nw582
Sj89nw581
Sj89nw578
Sj89nw18
Sj89nw15
Sj89nw3643
Sj89nw249
Sj89ne17
50.0
Sj89nw579
45.0
Sj89nw580
Sj89nw578
Sj89nw3643
40.0
Ground Level
Sj89ne17
Sj89nw249
35.0
Sj89nw583
Sj89nw581
Sj89nw582
Sj89nw18
Sj89nw15
30.0
25.0
KEY:
Sj88nw249
20.0
Historic Exploratory
Hole Location
15.0
Made Ground
10.0
Glacial Till
05.0
00.0
Ground Level
Sherwood
Sandstone
Reproduced under corporate basic copyright licence No. IPR/30-10 CSL
British Geological Survey. c NERC.
All rights reserved.
NORTHERN HUB
PROGRAMME
FIGURE 3. GEOLOGICAL CROSS SECTION
Report
Date: 23-09-13
Project
Code
109172
Project
Number
Discipline
(Function)
Code
Document
Type
Originator
Code
Sequential
Number
Revision
D
ECV
REP
ECV
000010
P01
DRAWINGS
109172-D-ECV-DRG-PBL-000032
P01
Page 27 of 27
Option 13H5 Proposed Ground
Investigation Works
HISTORIC COURSE OF RIVER MEDLOCK SHOWN INDICATIVELY
ECHO STREET
N
FA
I
R
FI
EL
D
ST
R
EE
T
REET
NCHAM ST
RI
T
AL
TP103
TP102
TP101
BH102
BH103
RE
WY
BH104
BH101
BH106
ET
RE
ST
HISTORIC COURSE OF RIVER
MEDLOCK SHOWN
BH105
INDICATIVELY
STRIKING OF BURIED SERVICE APPARATUS FOR OUTLINE
PLAN
LOCATIONS OF EXISTING BURIED SERVICES REFER TO
SCALE 1:1000
CIVILS DRAWINGS Nos. 109172-D-ECV-DRG-PBL-000034 & 35.
AREAS OF PROPOSED BOREHOLES AND TRIAL PITS SHOULD
BE REVIEWED AGAINST UP TO DATE UTILITY PLANS AND
CLEARED USING A CABLE AVOIDANCE TOOL (CAT) BEFORE
BREAKING GROUND
N
BH107
BH110
BH111
F
AI
RF
I
EL
DST
REET
BH112
BH109
6
10
BH
BH108
S
I
AV
R
T
T
EE
R
T
S
0
OS map data reproduced by permission of Ordnance Survey on behalf of
10
20
30
40
50m
PLAN CONTINUED
HMSO. © Crown copyright 2009. All rights reserved. Ordnance Survey
SCALE 1:1000
licence number 0100040692
Legend/Notes
SCALE 1:500
Designed
Contractor(s)
Signed
Date
2013-09-23
MARTIN BARKA
THIS DRAWING SHALL BE READ WITHPICCADILLY STATION -
Drawn
GEOTECHNICAL DESK STUDY AND GROUND INVESTIGATION
Signed
Date
Signed
Date
MIKE BARKA
SCOPING REPORTNo. 109172-D-ECV-REP-PBL-000010
Checked
PROPOSED EXPLORATORY BOREHOLE LOCATION
Mott MacDonald
PROPOSED OBSERVATORY PIT
Approved
PARSONS
BRINCKERHOFF
NetworkRail
2013-09-23
2013-09-26
A GROVES
Signed
Date
2013-09-26
I CROOK
Network Rail
Project
INFRASTRUCTURE PROJECTS
North England Programmes
Square One, 4 Travis Street
NORTHERN HUB PHASE 2
Suitability Drawing Title
Status
P01
26/09/13 FFIT FOR REVIEW
MB
P00.1 17/09/13 FIRST DRAFT
Rev
Date
AKG
IJC
FIT FOR REVIEW
Scale(s)
Drawn
Chkd
Appr
OPTION13H5 - PROPOSED GROUND
ELR & Mileage
MB
Description of Revisions
S3
AS SHWON
Manchester, M1 2NY
Alternative Reference
1
Drawing Number
INVESTIGATION WORKS
Sheet
109172-D-ECV-DRG-PBL-000032
of
1
Revision
P01
Sheet Size A3 297 x 420

Manchester Piccadilly Station Geotechnical Desk

Transcription

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