Road East of Plot B Belmont Works Eastside Locks Birmingham Archaeological Evaluation for Peter Brett Associates on behalf of Goodman Eastside Locks UK Ltd CA Project: 6805 CA Rep
Trang 1Road East of Plot B Belmont Works Eastside Locks Birmingham
Archaeological Evaluation
for
Peter Brett Associates
on behalf of
Goodman Eastside Locks (UK) Ltd
CA Project: 6805
CA Report: 6805_1 OASIS ID: cotswold2-334109
May 2019
Trang 2Road East of Plot B Belmont Works Eastside Locks Birmingham
Archaeological Evaluation
CA Project: 6805
CA Report: 6805_1 OASIS ID: cotswold2-334109
Document Control Grid Revision Date Author Checked by Status Reasons for revision Approved by
A 25 April 2019 Sam Wilson Thomson Alex Draft Internal Review Coleman Laurie
This report is confidential to the client Cotswold Archaeology accepts no responsibility or liability to any third party to whom this report, or any part of it, is made known Any such party relies upon this report entirely
at their own risk No part of this report may be reproduced by any means without permission
© Cotswold Archaeology
Trang 3CONTENTS
SUMMARY 2
1 INTRODUCTION 3
2 ARCHAEOLOGICAL BACKGROUND 4
3 AIMS AND OBJECTIVES 5
4 METHODOLOGY 6
5 RESULTS (FIGS 2-10) 6
6 THE FINDS 8
7 DISCUSSION 8
8 CA PROJECT TEAM 9
9 REFERENCES 10
APPENDIX A: CONTEXT DESCRIPTIONS 11
APPENDIX B: THE FINDS 11
APPENDIX C: OASIS REPORT FORM 12
LIST OF ILLUSTRATIONS
Fig 1 Site location plan (1:25,000)
Fig 2 Trench location plan showing archaeological features (1:500 and 1:250)
Fig 3 Trench location plan showing 1889 First Edition Ordnance Survey mapping (1:500)
Fig 4 Photographs
Trang 4SUMMARY
An archaeological evaluation was undertaken by Cotswold Archaeology in April 2019 on
land at Plot B, Belmont Works, Eastside Locks, Birmingham Three trenches were
excavated
A wall and cobbled surfaces were identified, probably dating to the 19th century, correlating
to structures shown on historic mapping Evidence for modern disturbance and levelling was
also recorded throughout the evaluation trenches
Trang 51 INTRODUCTION
1.1 In April 2019 Cotswold Archaeology (CA) carried out an archaeological evaluation
for Peter Brett Associates on behalf of Goodman Eastside Locks (UK) Ltd on land at
Plot B, Belmont Works, Eastside Locks, Birmingham (centred at NGR: 407980
287458; Fig 1) The evaluation was undertaken in accordance with a condition
attached to outline planning consent for the construction of an access road, granted
by Birmingham City Council (BCC, ref: 2015/07915/PA, Condition 16) These works
form the first phase of a wider development for which a decision is pending on an
application for the part demolition, alteration and extension of the former Belmont
Works to provide retail and office space (BCC, ref: 2018/10197/PA)
1.2 The evaluation was carried out in accordance with the requirements of Chris Patrick,
City Archaeologist, Birmingham City Council (BCC), and with a subsequent detailed
Written Scheme of Investigation (WSI), produced by CA (2019) and covering both
planning applications, and approved by BCC The fieldwork also followed Standard
and guidance: Archaeological field evaluation (CIfA 2014)
The site
1.3 The area subject to this phase of evaluation measured 840m2 in extent and
comprised a parcel of land within the east of the wider site area The entire
proposed development area measures approximately 0.44ha, and comprises the
built remains of the Belmont Works and an area of brownfield land to the north The
site lies immediately to the south-east of Jennens Road (A47), the southern
boundary of the site comprises Cardigan Street and Belmont Row, the Digbeth
Branch Canal runs c 20m to the north of site and further brownfield space lies to the
east of the site The site lies at approximately 118m AOD
1.4 The underlying bedrock geology of the area is mapped as sandstone of the Helsby
Formation formed during the Triassic Period (BGS 2019) Superficial deposits of
Devensian sand and gravel are also recorded, formed during the Quaternary Period
(ibid.) The natural geological substrate identified during the course of the evaluation
comprised greyish-red clay, and was identified in Trench 10
Trang 62 ARCHAEOLOGICAL BACKGROUND
2.1 The wider site area has previously been the subject of a Desk-Based Assessment
(Cook 2001), an archaeological evaluation (ULAS 2007), two phases of
archaeological excavation (APS 2008; NPA 2009) and an Archaeological
Assessment (CA 2017); the below is a summary thereof Reference should be made
to these documents for further detail
2.2 There are no archaeological assets recorded within the site that date to between the
prehistoric and medieval periods (CA 2017, 12) Evidence of prehistoric finds from
Birmingham are largely known from unstratified and chance finds, with much of the
area known to be woodland during this period Clearance activities were likely
undertaken from the Mesolithic onwards, with Bronze Age, Iron Age and Roman
farming communities likely active in the area (ibid.) However, no clear evidence of
such settlements has been recorded within the city
2.3 The Domesday survey of 1086 recorded the manor of Birmingham as an
‘insignificant agricultural settlement’ (Bassett and Holt, 2016) In 1166, Henry II
granted Peter de Birmingham a market charter, at which point Birmingham was
granted borough status, and a new town was established, laid out in burgage plots
(ibid.) The north-eastern extent of the medieval/post-medieval settlement is located
c. 480m to the south-west of site, with the proposed development area lying in the
agricultural hinterland thereof, on the fertile floodplain of the River Rea (CA 2017,
14)
2.4 During the 18th and 19th centuries the area became the site of extensive industrial
activity The Belmont Glassworks are depicted on 19th-century mapping, with a
number of glass-making cones constructed by the 1850s and 1860s, with the
Belmont Row Glassworks built later in the 19th century (ibid, 15) Excavations within
the site in 2007 and 2009 found the below-ground remains of an earlier
glass-making cone (APS 2008; NPA 2009) and it is possible that there may have been
glass-making activities within the site from the late 17th century onwards (CA 2017,
15) Small-scale workshops and industrial buildings occupied much of the area to
the south of the glassworks (within the current area proposed for development),
along with lodgings for workers The truncated remains of these structures were
recorded during the previous evaluation and excavations
Trang 72.5 Located within the north-western extent of the site, Belmont Row Methodist chapel
was opened by the Wesleyans in 1789 and in 1851 provided sittings for 1,085
people (BHO 2018); the chapel and associated class rooms are shown to extend
into the western part of the site on the First Edition Ordnance Survey mapping of
1889 (see Fig 3 of this report) The congregation dwindled through the late 19th and
early 20th centuries and the chapel ceased to be registered for public worship in
1932 (ibid.) In 1961 the shell of the building was still standing as part of the
premises of the Birmingham Waste Company and it was probably demolished in the
middle of the 20th century during the construction of the A47 to the west of site
2.6 The Belmont Row glassworks were demolished during by the late 19th-century, with
some expansion of the smaller scale buildings occurring on the site during this time
(CA 2017, 16) and a number of walls, robbed-out wall foundations and floor surfaces
were recorded during the preceding fieldwork
2.7 The site was extensively re-developed during the later 19th century and early 20th
century, with large industrial buildings illustrated on the site by contemporary
mapping (ibid., 17) One of these structures was the former Belmont Works, the
fire-damaged remains of which still stand within the south-western area of site These
were built in 1899 for the Cooper Cycle Fitting Company and were used throughout
the 20th century for various light-manufacturing industries, with extensions and
outbuildings covering some of the site to the north of the main works
3.1 The objectives of the evaluation are to provide information about the archaeological
resource within the site, including its presence/absence, character, extent, date,
integrity, state of preservation and quality, in accordance Standard and guidance:
Archaeological field evaluation (CIfA 2014) This information will enable Birmingham
City Council to identify and assess the particular significance of any heritage asset,
consider the impact of the proposed development upon it, and to avoid or minimise
conflict between the heritage asset’s conservation and any aspect of the
development proposal, in line with the National Planning Policy Framework (DCLG
2012)
Trang 84 METHODOLOGY
4.1 The fieldwork comprised the excavation of three trenches, measuring 10m in length
and 2m in width, in the locations shown on the attached plan (Fig 2) Trench 10 was
re-positioned slightly from its proposed location due to the presence of on-site
obstructions and a buried service Trenches were set out on OS National Grid
(NGR) co-ordinates using Leica GPS and surveyed in accordance with CA
Technical Manual 4 Survey Manual
4.2 All trenches were excavated by mechanical excavator equipped with a toothless
grading bucket All machine excavation was undertaken under constant
archaeological supervision to the top of the first significant archaeological horizon or
the natural substrate, whichever was encountered first Where archaeological
deposits were encountered they were excavated by hand in accordance with CA
Technical Manual 1: Fieldwork Recording Manual
4.3 Deposits were assessed for their palaeoenvironmental potential in accordance with
CA Technical Manual 2: The Taking and Processing of Environmental and Other
Samples from Archaeological Sites No deposits were identified that required
sampling All artefacts recovered were processed in accordance with Technical
Manual 3 Treatment of Finds Immediately after Excavation
4.4 The archive and artefacts from the evaluation are currently held by CA at their
offices in Andover Subject to the agreement of the legal landowner the artefacts will
be deposited with Birmingham Museum and Art Gallery, along with the site archive
A summary of information from this project, set out within Appendix C, will be
entered onto the OASIS online database of archaeological projects in Britain
5.1 This section provides an overview of the evaluation results; detailed summaries of
the recorded contexts and finds evidence are to be found in Appendix A and B
respectively
5.2 The stratigraphic sequence exposed during the course of the evaluation was broadly
uniform The natural geological substrate 1005 was only identified in Trench 10, at a
depth of 2m below present ground level (bpgl) and appeared to have been disturbed
Trang 9and truncated to this depth, being directly overlain by demolition rubble 1006 Made
ground deposits, measuring a total of at least 1.2m in thickness, were recorded
within all excavated trenches Structural remains were recorded within all trenches
Trench 8
5.3 Overlaying made-ground deposit 803, as identified at the base of the excavated
trench, remnant cobbled surface 802 was identified at a depth of 0.9m bpgl (see Fig
4) It measured at least 2.2m in length, 1m in width and 0.13m in thickness; the
cobbles were regularly sized and laid, each stone measuring approximately 0.17m in
length and 0.13m in width This was overlain by a deposit of dumped material 801
and sandy-silt topsoil 800, from which modern material was recovered
Trench 9
5.4 Identified bedded into made-ground deposit 903, remnant cobbled surface 902 was
identified within Trench 9 at a depth of 0.95m bpgl (see Fig 4); it measured at least
2.6m in length, 2m in width and 0.13m in thickness and was identical in construction
to surface 802 seen in Trench 8, c 15m to the north The surface was sealed by
dumped deposit 901 and topsoil 900
Trench 10
5.5 The natural substrate 1005 was encountered at 2m bpgl, within a machine
excavated sondage This was overlain by made-ground deposit 1006, which
measured 0.53m in thickness Construction cut 1002 cut into this deposit, and
contained wall 1004, which measured 2.75m in length, 0.52m in width and 0.43m in
height (see Fig 4) It comprised three courses of brickwork upon a wider concrete
foundation; bricks were hand-made, unfrogged and measured 0.25m in length
0.13m in width and 0.9m in thickness Abutting wall 1004, construction backfill 1003
contained twenty sherds of pottery and ten fragments of window glass dating to the
19th century; one sherd of Frechen stoneware and two sherds of glazed
earthenware of 16th to 18th-century date were also recovered, but are probably
residual The structural remains were sealed by dumped deposit 1001 and topsoil
1000, measuring a total of 1.47m in thickness
Trang 106 THE FINDS
6.1 Artefactual material recovered from the evaluation is listed in Appendix B and
discussed further below Alphanumerical codes have been applied to pottery fabrics
Pottery
6.2 A small group (23 sherds, 414g) of post-medieval to modern dating pottery was
recovered from construction backfill 1003 The earliest-dated sherds are a single
item of Frechen stoneware, of mid 16th to 18th century date, and two sherds of
glazed earthenware of similar date The majority of sherds comprise transfer-printed
refined white wares (eight sherds, 115g) and pearl wares (six sherds, 56g) Six
sherds (35g) of flow blue ware were also recorded, marked ‘Kaolin Ware NANKIN
F&R P &C’, indicating the vessel was manufactured by F&R Pratt, Fenton
(Staffordshire), probably in the early to mid 19th century
Other Finds
6.3 Two items of ceramic building material, both bricks, were recovered from two
deposits Both are similar in their dimensions (240mm long, 110mm wide, between
75 and 85mm high) The brick from wall 1004 is unfrogged, whereas the brick from
made ground 801 has a frog on one side stamped with ‘Castle Brick Co.’
6.4 A small group of glass (ten items, 68g) was recovered from foundation cut 1002 (fill
1003) The group comprises two fragments of window and one of vessel in pale
blue/green glass, two vessel fragments in brown glass and four colourless
fragments The remaining item is a large fragment of degraded pale-coloured glass
The group is of probable 19th to 20th-century date
7.1 The archaeological features identified during this phase of evaluation show good
correlation to structures illustrated on historic cartographic sources Wall 1004
closely matches the north-eastern corner of a building first shown as a ‘smithy’ on
the First Edition Ordnance Survey mapping of 1889 (see Fig 3), with the recovered
dating evidence supporting this The building is depicted on historic mapping until
the mid-20th century