Date: September 2011 Client: HMC Project Code: MEWB08

M80 to Improvement Scheme: Report on Archaeological Monitoring of Works during Construction Phase

Alistair Robertson

HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

PROJECT SUMMARY SHEET (MEWB08)

Client HMC

Planning Reference HS/C/3469

National Grid Reference South-West NS657 693 to North-East NS793 798

OASIS No. headland1-101979

Councils , North

Parish Falkirk,

Project Managers Ed Bailey, Mike Kimber

Text Alistair Robertson

Illustrations Tom Small

Fieldwork Magnar Dalland, Candy Hatherley, Liz Jones, Steven Lancaster, John McCarthy, Kevin Paton, Alistair Robertson, Laura Scott, Sorina Spanou, Jurgen van Wessel, Don Wilson

Specialists Julie Franklin

Schedule Fieldwork: February 2009-March 2011 Report:May 2011

Summary

1 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

This report presents the findings of archaeological monitoring of groundworks undertaken as part of a programme of mitigation required by Historic during construction of the improvement scheme. The route for the new section of the M80 motorway development runs from Stepps in to Haggs in the Falkirk area and incorporates the route of the existing A80. The fieldwork was undertaken between February 2009 and March 2011.

Few archaeological features were revealed during the work. Monitoring of areas immediately adjacent to the A80 revealed that there had been significant landscaping during the road construction in the 1960s, which is likely to have removed much of the archaeology at these locations.

No features were recorded in the areas where peat had developed; indicative of poorly-draining soils where settlement would be impractical. At other locations more suitable for habitation, such as on higher and better-draining ground, some evidence for agricultural activity from the medieval period onwards was recorded.

2 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

CONTENTS Summary 1. Introduction 2. Project Background 3. Archaeological Background 4. Aims & Objectives 5. Methodology 6. Results 7. Discussion 8. Bibliography

Appendix 1: Registers Appendix 2: Finds catalogue Appendix 3: DES entry

Illus 1: Site Location & extents of Illus. 2-5 Illus 2: Chainage 1400-4550m: South Broomknowes peat basin, Drumstack Road and Stoneyettes cottages sites Illus 3: Chainage 6400-7300m: Area adjacent to Mollins Roman Fort and Land around Illus 4: Chainage 12250-12500m: Bog Stank site Illus 5: Chainage 15400-16850: Road grouting compound, Castle Glen Limeworks, Putlog Bridge, Castlecary sliproad & cycle track link Illus 6: Castlecary Limeworks showing location of excavated sections Illus 7: W. facing shot of excavations at Luggie Water Illus 8: SW facing shot of excavations S of Luggie Water Illus 9: General shot of Bog Stank excavations Illus 10: S facing section through peat deposits Illus 11: E facing elevation of wall 102 Illus 12: N facing section of wall 102 Illus 13: E facing shot of haul road excavations at Castle Glen Illus 14: S facing section of test pit showing make-up deposits Illus 15: N facing shot showing Putlog Bridge dominated by the Castlecary Viaduct Illus 16: W facing elevation of wall forming approach to Putlog Bridge Illus 17: N facing shot of Castlecary cycle link excavations Illus 18: N facing shot of slip road excavations

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   HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

The scheduled site of Castlecary Roman Fort adjoins the on an elevated location overlooking the Bonny Water and , while within the CPO boundary itself is situated a small area of Mollins Roman Fort, identified from aerial photography. Limited excavations in 1977 and 1978 suggested this may represent a rare surviving example of an earlier line of Roman defences constructed in the first century AD.

The only evidence of prehistoric or Roman activity recorded in the 2007 archaeological programme, undertaken in advance of construction, consisted of the presence of a stone quern in a trench adjacent to Mollins Roman fort. The evaluation and palaeo-environmental assessment revealed there to be few archaeological features in parts of the landscape where peat deposits had accumulated within glacially scoured hollows, suggesting that in these low-lying areas the land was very wet and boggy and unsuitable for settlement. The extensive remains of post- medieval agricultural activity recorded in the evaluation attests to the cultivation of drier, less low-lying pockets of land from the medieval period onwards.

Relics of the modern industrial age survive at Castle Glen, where the extensive remains of the former Castlecary Lime Works are located and include limekilns, earthworks, revetment walls and quarries. It is not clear when lime quarrying was founded at this location; however there is no cartographic reference to the Works prior to the 1st Edition Ordnance Survey map of 1859.

4. AIMS & OBJECTIVES

A watching brief was undertaken of groundworks associated with construction of the motorway in order to adequately record any archaeological remains exposed during the work that would be damaged or destroyed.

5. METHODOLOGY

Headland Archaeology’s previous involvement in the project allowed Headland Archaeology to propose and agree with Historic Scotland a monitoring strategy which took into account Headland Archaeology’s prior knowledge of the site and to target monitoring on areas of potential archaeological interest that were not previously fully investigated (illus 1). Monitoring was undertaken at various locations along the development corridor that were considered to have archaeological potential (Illus 1). The site selection was informed by the information gathered from the previous programme of archaeological mitigation undertaken by Headland Archaeology in advance of construction. Construction groundworks subject to archaeological monitoring were carried out using a 360° mechanical excavator fitted with a flat bladed ditching bucket, operating under continuous archaeological supervision. A ratio of one archaeologist to one machine was adhered to throughout. Any potential features identified during the works were hand cleaned, investigated and recorded appropriately. In the vicinity of Mollins Roman Fort, metal detecting was also undertaken to recover finds.

5 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

Prior to monitoring at Castle Glen, sections were excavated through four drystone walls which had been identified during the 2007 mitigation programme (Haston et al 2007, Appx 5.2). The features were fully recorded as they would be damaged or destroyed by construction groundworks.

Archaeological features and deposits were hand excavated and recorded using standard archaeological methods and pro-forma record sheets. Archaeological contexts were recorded using a combination of AutoCAD and TheoLT survey, hand planning and measured sketch. Colour transparency and digital photographs were taken and recorded in a photographic register. Record shots of archaeological contexts included a metric scale.

At South Broomknowes peat basin the plant was equipped with a long boom, which meant an extended safe distance for the archaeologist from the machine. Monitoring therefore proved difficult as newly-stripped ground could not be closely inspected. It was agreed between Headland and Historic Scotland that direct archaeological monitoring would be discontinued and a guidance leaflet produced for plant operators. This briefly outlined the type of archaeological remains commonly found in peat and the action the operator should take if they uncovered such finds prior to contacting Headland Archaeology to decide what further work might be required.

6. RESULTS

The results have been divided primarily into chainage section, showing the distance in metres from the western-most start point of the development corridor. Each section then contains the named locations of the specific monitored areas (Illus 1).

Chainage 1400-1700 (Illus 2).

South Broomknowes peat basin

Removal of peat in this area revealed natural subsoils of clay and sand sealed by peat deposit [134] 0.6-1m in depth. No archaeological remains were revealed during stripping of the peat basin.

Drumstack Road

The area monitored at this location comprised a triangular parcel of land immediately south of South Broomknowes peat basin. Long grasses and scrub covered the ground and there was a significant downward slope from south to north. The subsoil across the site consisted of yellow/orange sandy clay. Furrows were identified in the southern part of the site, spaced 5-6 m apart. Peat deposit [135] was present in the northern part of the site to a depth of 0.7m, becoming shallower towards the south and up-slope. Overlying these deposits was mid brown sandy loam topsoil [139], 0.2- 0.25m deep.

Chainage 4150-4550 (Illus 2).

6 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

Stoneyettes Cottages In agreement with Historic Scotland, the area to be monitored was reduced from that originally proposed. This was due to the presence of a ridged outcrop of bedrock at the eastern part of the site as well as a substantial area of made ground up to 3m deep. The cut for a sewer was exposed but no features of archaeological significance were recorded during monitoring.

Chainage 6400-6550 (Illus 3).

Land adjacent to Mollins Roman Fort scheduled area Topsoil stripping at this location was monitored with additional metal detecting undertaken due to its proximity to the scheduled area of Mollins Roman Fort. The natural subsoil consisted of mottled yellow and grey clays interspersed with mid brown sandy clay. Overlying this was mid brown loam [123] containing abundant coal and clinker fragments 0.2m deep. A clay pipe stem of 17th/18th century was recovered from this deposit as well as various sherds of medieval to post medieval ceramics (see appendix 2). Metal detection revealed part of a small lead pistol ball of post medieval/ modern origin.

Deposit [123] was sealed by dark brown loam topsoil [122] 0.35m deep. Several miscellaneous metal objects were recovered from the topsoil including a coin likely to be a 19th century halfpenny. No archaeological features were identified.

Chainage 6900-7300 (Illus 3).

Land adjacent to Luggie Water at Badenheath Bridge, North of The monitored area was divided by the Luggie Water, running north-west to south- east. In the north-east part, natural subsoil consisted of dark orange compact boulder clays with occasional patches of sandy clay. Two shallow sub-circular pits [117 & 119] were cut into the subsoil, both 0.6m in width and filled by dark brown clay loam [118] and [120], respectively. Pit [119] contained a sherd of modern pottery and the features were interpreted as remnants of modern agricultural activity. Overlying the subsoil and features was clay loam topsoil [140], which varied in depth from 0.5m to 0.2m; becoming shallower west to east.

In the south-west part, the construction works reduced the ground level by approximately 2m where Luggie Water passes under the A80 (Illus 7). Buried topsoil [136] consisting of light brown sandy silt was exposed at the base of the excavation. This was sealed by a mixed make-up deposit containing rubble and brick [137] which was itself sealed by redeposited clay loam topsoil [138]. Topsoil stripping in the remainder of the area revealed natural subsoil consisting of mottled grey and orange clays. Overlying this was dark brown clay loam topsoil [141], approximately 0.4m in depth (Illus 8).

Chainage 12250-12500 (Illus. 4)

Bog Stank Excavations were relatively deep at this location; to approximately 1.7m (Illus 9). The earliest subsoil layer recorded consisted of grey blue natural clay [132], identified

7 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

at a depth of 1.5m and extending below the limit of excavation. Overlying this were two bands of peat [130 &131], totalling 1m in thickness, and containing twig and wood fragments (Illus 10). Yellowish brown clayey silt [129] overlay the peat and was 0.1m thick. Topsoil consisting of brown clay loam formed the upper deposit and was 0.4m deep [128]. No archaeological remains were recorded.

Chainage 15400-15550 (Illus 5).

Castlecary Road grouting compound Archaeological monitoring was undertaken on a strip of land approximately 120m in length and 20m in width. Natural subsoil of orange brown silty sand and gravels was exposed to the west, while to the east the excavations only revealed mixed modern overburden deposits. A 5.5m wide sewer cut was revealed running east-west through the centre of the area. No archaeological features were present.

Chainage 15900-16500 (Illus 5).

Castle Glen The site is located to the north-east of , occupying the steep north-west slope of a wooded valley between the A80 road and the Red Burn; immediately upstream from Castlecary Viaduct. Extensive remains of the former Castlecary Lime Works are located in Castle Glen and include limekilns, earthworks, revetment walls and quarries.

Sections were excavated through four walls to establish their dimensions and details of construction (Illus 6). The walls [101-104] appeared to act as revetments to prevent land slippage and so maintain the various trackways and levelled areas that were utilised in the lime works. Excavation showed that level ground had been created for them by cutting into the valley slope. The walls were then erected using angular rubble of 0.1-0.6m length, with random coursing and no bonding material (Illus 11 & 12). They ranged from 0.4-0.7m in both height and width. The sections revealed a shale-rich fill [105-108] behind each wall, which may represent redeposited material from mining. Ceramics recovered from [108] date to the 19th/20th centuries and are therefore consistent with the period in which the lime works were known to be active (see appendix 2).

Monitoring of topsoil stripping (Illus 13) revealed natural geology comprising light brown mudstone and shale lenses. Overlying this were make-up deposits ranging from 0.5-2m depth, which comprised dark grey shale-rich deposits [111] as well as red brown sand and ash mixed with rubble [112]. These deposits are likely to be dumped waste material from both the mine shafts and kilns. They were sealed in places by mixed sandy loam deposit [113] which was up to 2m deep and contained slag, modern pottery, masonry and brick. Within this deposit were the redeposited remains of demolished brick structures, including a 1m section of mortared wall [110]. These remains may derive from structures in the vicinity depicted on the 1st Edition Ordnance Survey map, however may equally be introduced material dumped as overburden during construction of the A80.

8 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

Four test pits were also excavated adjacent to the haul road, to a depth of 3m. They further revealed modern make-up deposit [111] containing brick, rubble, ash and shale (Illus 14). A 2m length of unmortared brick coursing [116] was also identified within deposit [111]. Natural subsoil and geology was not reached.

Putlog Bridge (Illus 5). A wall section [133] exposed during construction works near Putlog Bridge was recorded by photographic and measured survey. The former road bridge is an 18th century single-span, depressed arch bridge which is Category C(S) listed and lies adjacent to the Castlecary Viaduct (Illus. 15). The wall section represents part of the former approach-road to the bridge and was founded directly onto natural clays. It was exposed to a length of 40m and was up to 1.5m in depth (Illus 16). Wall [133] was composed of tooled and margined sandstone ashlar, with an average size of 0.3m x 0.5m bonded by lime mortar. The surrounding area had also been reduced down to the natural subsoil and mixed modern overburden lay directly over both this and the wall. The ground reduction and dump deposits are likely to result from construction of the A80.

Chainage 16700-16850 (Illus 5).

Castlecary sliproad & cycle track link Monitoring was undertaken in two areas either side of the A80-B816 sliproad; immediately north of the line of the Antonine Wall. The eastern area comprised a strip of level ground which formed the edge of a grassed field. It was bordered to the south and west by a wooded embankment which rose steeply to the sliproad (Illus 17). The monitored area was approximately 220m in length and 10m wide. The natural subsoil predominantly consisted of green/grey clays and orange gravels. Midway along the strip, a 0.4m deep peat layer [121] had formed where the ground was considerably boggy. Frequent ceramic field drains were also recorded at this location. Overlying the subsoil deposits at intermittent points was modern overburden [142] comprising rubble, ceramics and blaes which is likely to derive from landscaping for the sliproad. This was sealed by redeposited sandy loam topsoil [143], approximately 0.2m deep. No archaeological features were recorded.

The area immediately west of the sliproad comprised a 4m wide strip at the base of the road embankment. Previously wooded, the area had been stripped of vegetation prior to monitoring. Excavations were approximately 1m in depth and did not expose natural subsoil. A mixed modern deposit [144] of dark brown loam, shale and red blaes was revealed, containing construction materials including kerb stones and concrete blocks which were assumed to derive from previous road building (Illus 18).

7. DISCUSSION

Monitoring of the construction works revealed a relative paucity of archaeological remains. The results are comparable with those of the 2007 evaluation (Haston et al 2007) and similar conclusions can be drawn from this phase of work.

9 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

No features were recorded in the areas where peat had developed; indicative of poorly draining soils where settlement would be impractical. In other areas more suitable for habitation, such as on higher ground and better draining soils, evidence for agricultural activity from the medieval period onwards was recorded in the form of furrows and field drains as well as from a number of ceramic finds. The furrows were consistent with the broad rig field system; the origins of which lie in the medieval period following the introduction of the heavy mould-board plough (Dixon 1994, 38). Broad rig cultivation fell out of use around 1800 during the Improvement period when narrow, straight rig was adopted. The earliest ceramic finds recovered during the course of the monitoring date from the 13th to 17th Century, while the remainder span a period from that date through to the present.

At locations adjacent to the existing A80, the ground had been considerably altered by the construction of the road in the 1960s and any archaeological remains are likely to have been truncated. In several areas the ground had been reduced to natural subsoil before being built up with modern deposits for stabilisation and landscaping. This was evident at Putlog Bridge, where both the remains of the former approach road and surrounding natural subsoil were sealed by modern deposits associated with construction of the A80.

At Castle Glen, no new in-situ features were identified relating to the former lime works. Shale and ash deposits associated with the mining and processing of lime were noted across the area, while it was evident that construction of the A80 would have removed any structural remains in the monitored area.

8. BIBLIOGRGAPHY

Carmicheal J 1837 ‘Account of the Principal Limestone Quarries of Scotland’ in Transactions of the Highland and Agricultural Society.

Dalland M 2009 Archaeological Excavtion at Mollins Roman Fort, North Lanarkshire.Headland Archaeology Ltd. Unpublished Report

Dixon P 1994 ‘Field systems, Rig and Other Cultivation Remains in Scotland: The Field Evidence’ in Foster S & Smout T C (eds) The History of Soils and Field Systems, Scottish Cultural Press

Hanson W S & Maxwell G S 1980 ‘An Agricolan Praesidium on the Forth-Clyde Isthmus (Mollins, )’, Britannia 11 (1980), 43-49

Haston, McCalman, Robertson 2007 M80 Stepps to Haggs Improvements: Phase 1 Archaeological Works. Headland Archaeology Ltd. Unpublished Report

Scott L 2008 The Castlecary Limeworks: Castlecary clamp kiln evaluation, M80 Stepps to Haggs Improvement Scheme. Headland Archaeology Ltd. Unpublished Report

Map Sources

10 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

Thompson 1823.

Ordnance Survey 1859 Dunbartonshire Sheets XX & XXIX

Ordnance Survey 1899 Sheet XXIX SE & NE

Ordnance Survey 1922 Sheet XXIX

APPENDIX 1: Registers

Context Register

Context Description 101 Stone wall terminal in Castle Glen 102 Stone wall aligned N-S Rubble revetment wall aligned NE-SW. Approx. 0.6m in height & 103 0.3m wide. Irregular coursing. 104 Rubble wall aligned N-S 105 Slate rich fill abutting wall 104 106 Slate rich fill abutting wall terminal 101 107 Slate rich fill abutting wall 102 108 Slate rich fill abutting wall 103 109 Rubble bank. 0.4m in height and 0.7m wide. Brick wall remains aligned E-W adjacent to haul road.1m length, 110 0.2m width, 0.6m height Demolition backfill overlying slate rich deposits. Sandy silt with inclusions of sandstone rubble, brick, pottery, slag. On average 111 2m in depth 112 Burnt deposit of red ash & sand. 4m wide in section, 2m deep. 113 Dark grey slate- rich backfill overlying burnt deposit 112 Mixed deposit of slag, ash and rubble filling linear cut 115. 0.4m 114 wide. Shallow linear cut immediately below turf. Probable drainage 115 channel. 0.4m wide & 0.15m deep. Remains of unmortared brick wall. Exposed to 2m width and 5 116 courses high.Identified in test pit. 117 Cut for sub round pit. 0.6m length, 0.56m width, 0.13m depth. 118 Dark brown clayey loam. Fill of pit 117. 119 Cut for sub round pit. 0.66m length, 0.58m width, 0.13m depth. Square cut with near vertical sides. 0.87m width, 0.16m depth. 120 Modern agricultural feature. Wood-rich peat deposit, up to 0.4m depth, at Castlecary cycle 121 link. Dark brown sandy silt topsoil with small & medium stone 122 inclusions Mid brown sandy silt sub soil, underlying topsoil 122. 0.18m 123 depth. 124 Mid brown alluvial clayey sand. 1.2m depth 125 Mid orange brown clayey sand subsoil 126 Mid grey silty clay subsoil 127 Mottled orange and grey clay subsoil 128 Dark brown clay loam topsoil at Bog Stank. 0.4m deep. 129 Yellow brown silt deposit below topsoil. Hillwash. 0.1m deep.

11 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

130 Yellowish brown peat deposit 0.3m deep. 131 Peat layer with wood fragments 0.7m deep. 132 Grey blue clay and peat deposit. 0.32m deep. Wall forming part of approach to Putlog Bridge. Regularly coursed, sandstone ashlar wall with lime mortar. Approx. 40m 133 exposed in length. 1.5m high. 134 Dark brown peat deposit at Broomknowes. 0.6-1m in depth 135 Brown peat deposit at Drumstack. Maximum depth of 0.7m. 136 Light brown sandy silt. Buried topsoil beside Luggie Water. Make-up deposit containing rubble, brick and ash. Up to 1.5m in 137 depth.Area adjacent to Luggie Water. Mid brown clay loam. Redeposited topsoil sealing 137. 0.4-0.5m 138 depth. Mid-brown sandy loam topsoil at Drumstack Road site. 0.2-0.25m 139 deep. Clay loam topsoil at Badenheath Bridge site. Depth from 0.2 to 140 0.5m. Dark brown clay loam topsoil at Luggie Water, approximately 141 0.4m in depth. Modern make-up deposits comprising rubble, ceramics and blaes 142 at Castlecary cycle link. Up to 0.4m deep. Redeposited sandy loam topsoil, approximately 0.2m deep. At 143 Castlecary cycle link Loam, shale and red blaes make-up deposit. Contained inclusions of kerb stones and concrete blocks. Castlecary 144 sliproad site. At least 1m in depth.

Photographic Register

Photo Direction Number Facing Description 1 - Film 1 ID shot 2 - Void 3 - Void 4 - Void 5 E W facing [104] 6 W E facing [101] 7 W E facing [101] 8 W E facing [104] 9 N S facing section [104] 10 W E facing section [102] 11 W E facing [102] close up 12 W Slot in [101] 13 W E facing elevation [103] 14 W E facing elevation [103] 15 S N facing [103] 16 W E facing bank [109] 17 W Section [109] 18 W Stone bank at Castle Glen 19 W Mid ex shot of box section

12 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

20 N Box section cut through stone bank 21 E West facing section through revetment wall 22 W Red/orange ashy burnt deposit (112) 23 W Shale deposit - natural? 24 W Slate/shale deposit below topsoil 25 N Working shot of haulage road excavations 26 S Linear deposit of slag and ash (114) below topsoil 27 S Linear deposit of slag and ash (114) showing depth E facing section of haulage road at 1st pylon showing slate 28 W backfill Shot of haul road showing bedrock in E facing section where 29 NW pylon crosses river SW section of test pit at start of retaining wall location showing 30 NE >3m backfill 31 W E facing section of test pit showing brick layer in backfill deposits 32 SW Unmortared brick (terracing) in test pit section 33 NW SE facing section of test pit assoc. with brick terracing 34 N Working shot of cable trench and haul road W facing section cable trench at 25m S of 1st pylon showing 35 E slate deposit over natural Stripped area for pylon location showing slate dump deposits 36 NE below turfs 37 - Film 2 ID Shot 38 W Access track after removal of topsoil 39 E Feature 117 40 W Working shot 41 N Feature 119 42 S Feature 120 43 N General shot from S end of SAM 44 N General shot 45 N General shot showing line of stakes 46 E W facing section of test pit 3 47 S N facing section of test pit 2 48 S General location shot of test pits 2 & 3 49 N S facing section of test pit 1 50 E Location shot of test pit 1 51 W E facing section of test pit 1 52 E W facing section of test pit 2 53 E W facing section of test pit 3 54 N S facing section of test pit 3 55 N S facing section of test pit 4 56 E W facing section of test pit 4 57 S N facing section of test pit 4 58 W E facing section of test pit 4 59 N S facing section of test pit 5 60 E W facing section of test pit 5 61 N S facing section of test pit 7 62 E W facing section of test pit 7 63 S N facing section of test pit 7 64 W E facing section of test pit 7 65 N S facing section of test pit 6 66 E W facing section of test pit 6 67 S N facing section of test pit 6

13 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

68 W E facing section of test pit 6 69 N S facing section of test pit 8 70 E W facing section of test pit 8 71 S N facing section of test pit 8 72 W E facing section of test pit 8 73 S General view of stripped area of SAM 74 S General view of stripped area of SAM with scale 75 N General view of stripped area of SAM with scale 76 NW Castlecary cycle link- general view 77 E Castlecary cycle link- gravel area 78 W Castlecary cycle link-area under hillwash 79 NW Castlecary cycle link-boggy area 80 W Castlecary cycle link-west end 81 E Pre-ex shots of site at Drumstack 82 E Working shot 83 W Pre ex of west end of site 84 E Post ex of 1st day`s stripping 85 E Post ex of 1st day`s stripping 86 E Post ex of southern part of area 87 N Post ex of eastern part of area 88 E Post ex of northern part of area 89 SW Castlecary slip road stripped ground 90 - Reg. Shot Film 4 Castlecary 91 S General pre ex shot 92 S General pre ex shot 93 N General pre ex shot 94 W Working shot 95 W Working shot 96 - Reg. shot Badenheath Bridge, Deerdykes 97 W Working shot 98 W Working shot 99 S Stepped section of escavation showing natural clays 100 W Section of test pit A 101 NE Section of test pit B 102 NE Section of test pit C 103 NE Section of test pit D 104 SW Pre ex shot of area to be stripped 105 S General shot of pylons and overhead services 106 SW Working shot 107 NE Area stripped on 12/8/09 108 SE Water course at edge of excavation 109 SE Commencement of excavations 13/8/09 110 NE Area to be stripped 111 N Working shot 112 SE General shot 113 NW Working shot 114 SE End of section 3 stripped 115 W General working shot 116 E Area to be stripped 117 N Section through deposits 118 N General shot of stripped area 119 E General shot of stripped area

14 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

120 NW End of day shot 24/8/09 121 N General shot stratigraphy 122 NE Shot of post med furrow in plan 123 SW Shot of NE facing section through furrow 124 N Shot of rubble drain 125 E General working shot of machine 126 E General working shot of machine 127 W Rubble drain aligned E-W 128 W Stripped area 129 NE Pre ex of area to be stripped 130 E Stripped area- no archaeology 131 N Section showing depth required 132 SE Field drain continuation 133 NE Modern disturbance- gas main 134 E End of day shot 27/8/09 135 - Modern disturbance 136 - Modern disturbance 137 N Depth of modern dumped material below topsoil 138 W Working shot 139 NE Working shot 140 E Cleared area 141 - Modern waste in dump deposit 142 N Modern waste in dump deposit 143 NE General shot of stripped subsoil 144 N Shot of previously stripped/disturbed area 145 W Shot of previously stripped/disturbed area 146 E Edge of dumped deposit 147 W Gas main 148 NE Section 3 stripping completed 149 N Pre ex shot of area to be stripped 4/9/09 150 W Pre ex shot of area to be stripped 4/9/09 151 SW Pre ex shot of area to be stripped 4/9/09 152 W Modern dumped material on river bank 153 SW Modern dumped material on river bank 154 NE Modern dumped material on river bank 155 W General shot of stripped area 156 NW General shot of stripped area 157 S General shot of stripped area 158 - Void 159 NE Pre ex of section 2 area to be stripped 160 NNE Pre ex of section 2 area to be stripped 161 E Pre ex of section 2 area to be stripped 162 E Working shot 163 E Shot showing topsoil and underlying ploughsoil 164 NE End of day progress 165 NE Working shot of previously stripped area 166 NE Subsoil 125 appearing under topsoil 167 SE Section edge 0.2m into 124 168 SW Depth of 124 169 NE Depth of 124 170 NE Edge of 123 and 125 171 N Ceramic tile field drain in 125

15 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

172 N Mid grey subsoil- working shot 173 S Mottled orange and grey subsoil 174 SW End of topsoil strip 175 N Working shot of stripping ploughsoil 176 NE Tree remains at 2m depth 177 NE Tree remains at 2m depth 178 N Tree remains at 2m depth 179 N Tree remains at 2m depth 180 NE Hole containing preserved wood layer 181 N Examples of wood removed 182 N Sump containing wood 183 N Wood from sump 184 SW Area completed 15/9/09 185 - Reg shot- Bog Stank 186 - Reg shot 187 S General site shot pre ex 188 E Shot following removal of topsoil 189 E General shot of west area of site 190 E S facing section through peat in central area 191 N General shot of yellowish brown peat 192 N General site shot 193 E S facing section through peat 194 N S facing section 195 S General site shot 196 NE General site shot 197 E General site shot 198 N General site shot 199 N Working shot 200 N S facing section 201 N S facing section 202 S General site shot 203 E Working shot 204 S General site shot 205 W General site shot 206 E General site shot 207 E General site shot 208 W General site shot 209 SW General site shot 210 SW General site shot 211 N Wall 133 exposed by Putlog Bridge 212 N Wall 133 exposed by Putlog Bridge 213 W Wall 133 exposed by Putlog Bridge 214 W Wall 133 exposed by Putlog Bridge 215 NE Wall 133 exposed by Putlog Bridge 216 NE Wall 133 exposed by Putlog Bridge 217 NE Wall 133 exposed by Putlog Bridge 218 NE Wall 133 exposed by Putlog Bridge 219 NW Wall 133 exposed by Putlog Bridge 220 NW Wall 133 exposed by Putlog Bridge 221 NW Wall 133 exposed by Putlog Bridge 222 N Area stripped on 16/3/11 223 NW Area stripped on 16/3/11

16 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

224 W Area stripped on 16/3/11 225 NW Area stripped on 16/3/11 226 NW Area stripped on 16/3/11 227 NW Area stripped on 16/3/11 228 NE Area stripped on 16/3/11 229 E General view of site 230 E Putlog Bridge 231 N Putlog Bridge 232 N Putlog Bridge 233 W Putlog Bridge 234 S Putlog Bridge 235 S Putlog Bridge 236 SW Details of Putlog Bridge arch 237 SW Putlog Bridge 238 N Trial hole excavated by wall 133 239 NW General view of site 240 N Trench excavated to south of wall 133 241 N General view of site 242 NW General view of site 243 - Reg shot- Putlog Bridge

APPENDIX 2- Finds List

Julie Franklin

Contexts 122 = metal-detecting finds 123 = ploughsoil finds

Finds List

Context SF No Sample No Material Quantity Weight (g) Object Description Spot Date Period

108 Pottery 2 Modern whitewares 19th/20th Mod 108 CBM 1 Pan Tile Large sherd PM/Mod 122 Pb 1 Sheet 122 Pb 1 Strip Curled 122 Pb 1 Object Sub-circular disc shaped object 122 Metal 1 Object Bar with screw holes at both Mod ends 122 Cu 1 Coin Round coin, surface obscured by e.19th Mod corrorion, diam 28mm, probably a halfpenny, 122 Cu 1 Vessel Cauldron rim sherd, everted with thickened rim, lead bronze? 122 Fe 1 Object Flat round object

123 Coal 1 123 Pb 3 Sheet

17 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

Context SF No Sample No Material Quantity Weight (g) Object Description Spot Date Period

123 Clay Pipe 1 Stem 17th/18th PM 123 Pb 1 Shot Part of small pistol ball, broken PM/Mod and abraded, diam c.12mm 123 Pb 1 Object Large sub-rectangular lump with indentation on one side 123 Pottery 4 Medi/PM PMR/PMO/WG various sherds 13th-17th Medi-PM

18 HEADLAND ARCHAEOLOGY LTD. M80 Stepps to Haggs: Monitoring of Construction Phase.

APPENDIX 3: DES entry

LOCAL AUTHORITY: Falkirk, North Lanarkshire

PROJECT TITLE/SITE NAME: M80 Extention, Stepps to Haggs. Watching Brief

PROJECT CODE: MEWB08

PARISH: Falkirk, Cadder

NAME OF CONTRIBUTOR(S): A Robertson

NAME OF ORGANISATION: Headland Archaeology Ltd

TYPE(S) OF PROJECT: Archaeological monitoring

NMRS NO(S): NS77SW 6

SITE/MONUMENT TYPE(S): Medieval./ Post-medieval deposits and 19th century industrial remains

SIGNIFICANT FINDS: Medieval pottery.

NGR NS657 693 to NS793 798

START DATE (this season) February 2009

END DATE (this season) March 2011

PREVIOUS WORK (incl. DES ref.) DES 2007, 84

MAIN (NARRATIVE) DESCRIPTION: Headland Archaeology Ltd. was commissioned to undertake archaeological monitoring (May include information from other during construction of the M80 motorway improvement scheme. fields) Few archaeological features were revealed during the work, with the results comparable to those of the evaluation carried out by Headland in 2007. Monitoring of areas immediately adjacent to the A80 revealed that there had been significant landscaping during the road construction in the 1960s, which is likely to have removed much of the archaeology at these locations.

No features were recorded in the areas where peat had developed; indicative of poorly- draining soils where settlement would be impractical. At other locations more suitable for habitation, such as on higher and better-draining ground, some evidence for agricultural activity from the medieval period onwards was recorded.

PROPOSED FUTURE WORK: None

ARCHIVE LOCATION Archive to be deposited in NMRS and report lodged with WOSAS. (intended/deposited)

SPONSOR OR FUNDING BODY: Historic Scotland on behalf of Transport Scotland

CAPTION(S) FOR ILLUSTRS: n/a

ADDRESS OF MAIN Headland Archaeology Ltd, 13 Jane St, . EH6 5HE CONTRIBUTOR:

EMAIL ADDRESS: [email protected]

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C0 Tank

K0

Tank Tank area of watching brief

C0

M 73 C0 Factory

K0 El Sub Stas K0 planned route of M80

M 73 K0

Tank

K0 M 73 D0 C0

270300 G0

A 80 C0 671400 Drain

A 80 El Sub Sta

K0

W0 C0 Issues Pond D0

K0 M 73 C0

W0 Pond 75.8m K0 Pond K0 W0 D0 K0

K0

C0 D0

D0

M 73 C0 G0 N C0

C0

D

C0

CUMBERNAULD ROA

K0 0 500m

Track

80.8m

M 73 Reproduced using digital 1:10,000 data supplied by Transport Scotland. 1:10,000@A3

BM 81.36m

OrdnanceSurvey © Crown copyright 2011 K0

Tra All rights reserved. Licence No. AL 100013329 ck

Drain

Illus 3 Detail of M80 watching briefs PARK D0 NAPIER K0 K0

D0 1 1

C0 El Sub Sta K0 ROUNDABOUT

D0 C0 K0 G0

K0 G0 D0 K0 C0

K0 ROAD D0 Y K0 1 LB CASTLECAR 1 K0 D0 Post K0 Wardpark North Industrial Estate D0 G0

D0 4 Tank

Drain Issues

16 Issues

G0 Sinks 80 D0 A K0 G0

W0 C0 Bdy Media House D0 Ward CR K0

THE LINKS DUNNS WOOD ROAD K0 W0

K0 8 8

NAPI Issues K0 ER 93.6m 1 R OAD K0

2 2 Wardpark North D0 Industrial Estate

C0 Shelter

Gas ST ANDREWS DRIVE Governor Travelling C0 Crane Wardpark North C0 FOREST R D0 Industrial Estate D0 OAD C0 G0

Tennis Court Drain D0 G0 93.0m

C0 WARDPARK El Sub Sta

Drain

Shelter El Sub Sta

C0 C0

D0 K0 CASTLECARY ROAD C0 D0 D0 D0 K0 K0 106.3m Wardpark South C0 G0 Industrial Estate Tank

K0 K0 TCB A 80 1 K0 1

C0 BM 93.09m K0 D0 K0 K0 K0

K0 RDPARK ROAD WA

Refuse Tip 2 2 (Public)

K0 WARDP

ARK COU

RT OLD INNS Wardpark South Industrial Estate

El Sub Sta ROUNDABOUT Tanks Path D0

K0

4 K0

3 K0

K0 G0 K0 G0 Path

3 K0

K0

8

6

Path

EASTFIELD RD Path

Garden Centre

K0 K0

274400 277400 Tanks 1

3

K0 K0

K0

El Sub Sta 676600 676600 WARDP OLD INNS INTERCHANGE K0 Gas Govn A

WARDPARK ROAD RK

2 2 PLAC A 80 K0 E

K0 100.2m

FB D0 Su El K0 D0 b Sta

5 K0 K0 7 D0 K0 Path

W0 D0 K0 K0 G0 Mast 37 39 D0 K0 K0 1

K0 WARDPARK PLACE 5 W0 7

K0 D0 41 Path

33

Path

4 4 43

D0

23 K0

K0 K0 K0 Wardpark South Industrial Estate K0

K0 D0 Path

Underpass

27 K0

21 2

9

11 15 1

A 80 K0

7 K0 K0 G0 MUIRFIELD ROAD 1 K0 K0

DUNNING DRIVE 80 80 Path

10

7 7 K0 D0 98.7m

A 80

42 42 2 40 40 K0 C0 D0 10 12 C0 D0 G0

72

48 48

13 13 6 6 D0

C0 38 40 AVENU

RIGGHEAD 97.4m E 16 6 8 AV

56

E NUE 1

2 2 2 4

12 Bank

ROADSIDE

64

5 5 1

13 13 Path

7 7 2 2 K0 8 25 Issues

2 K0

58 58

3 3

1 1

26 26

11

1 1 18

TURNBERRY GARDENS 9

K0 D0

D0 13 3 3

2 C0 25 25 0 0

2 K0 42a to42m 32 G0 LB 58 Mainhead Terrace 36 D0 1 40 G0

91.1m

EASTFIELD ROAD D0 19 19 C0

7 7

70 K0 19

44 Shelters

45 45 31 K0 K0

K0 59 59 K0

BM 90.26m 17 17

K0

PC

25 25 61 61 9 9

56 ROADSIDE 2 G0

35 K0

D0 72

37 37 74

76 35 D0

Hall

78 D0

28

93 37

K0 39

K0 43 43 K0

SM 63 63 13 4 Library

4 35 35

26 D0

129 129 67 67 Gas Gov K0 80 7 K0 94.6m A

133 133 30

SM

22 K0

SM

49 31 31 K0

Shelter

K0 27 27 117

to 20

127

THE WYND SM 23 23 86

18

S

1 MITHYENDS 1 1

102 2 D0 14

DORNOCH WAY 19

Surgery 16 16

20 to 27

115 10

37 2 2 87 100 32 14 K0

80 C0 C0 t

3 3 6 o G0 1 El Sub Sta 09 15 12

K0 111 12 13 16

23 23

18

9 9 3 Posts 1

81 81 1 ELIE COURT 88 6 1

SMITHYENDS GRANGE

98 65 4 28 28 6 1 to 6

7 to 12 G0

16 18

116 47

7 7

K0 6

83 83 LETHAM Burngreen 92 SMITHYENDS Car Park 11

85 Posts

94 67 Terrace 1 1

K0 7 71 25 25

2 16 4 A 80 12 D0 1

El Sub Sta 20 20 W0 3 3

1 7

7 3 Path K0 104 49

37 36

61 PO 9 40 20

38

9 34 30 44 42 26 to 12 4

32 28 to 1 1 TCBs 24

19 19 46 18 to 13 LB 11 5 54 11 16 10 58a 56 1

108 3 ty 69 5

1 144

59 59 PH 58 91.7m 49

KIRKWALL 17 88.9m

12 12

62

CommuniCentre 3 STREET

o 7 o

t The

142 Spur Hotel 19 19

NAIRN WAY 21

to 21 21 to 23 23 K0 9 to 15 15 31 31

MAIN 27 39 39

41 41

SOUTHERNESS DRIVE 95.2m 49 K0

1 1 17 17

29 29 5 5 13 13

42 to 52 31 37

47 W0 1 1

G0 45

6 53 PH

Carrickstone 110 8 55 PH BM 85.97m

o 52 o t 11 KIRKWALL 92a 57 72

6 ROADSIDE 42 74

120 51

2 29 25 1 59

82 76 BM 95.82m

8 4 2 to 14 78

1 140 80 3 3

6 W0

40 8 84

65to69 65to69 10 10

136 138 61

24 24 23

1 1 90

36 36 38 38

7 7

73 73 86.3m

134 79

GAILES ROAD GARDENS

94a 75

SM

Underpass

85 85 94b SM

12 12

28 28

4 94.9m 81 K0 Path

126

83 83 FB

6 6 2 SM

MORAY 85

to 91 to 87 10 10

102

5 5 SM

2 2 18 W0

83 83 2 4

2 2 12 132 10 CS 4 W0

Garage Bog Stank LETHAM GRANGE 2 128 26 94.4m 12 Bog Stank 26 14 Und Path 22 18 Tr 16 ack

K0

Play Area 18 Car Park SOUTHERNESS DRIVE D0 22 Builder's Yard K0 24 CUMBERNAULD

G0 42 13 13 Car Park 40 G0

99.1m

11 38 28 D0 GRANGE 34 BARONHILL VILLAGE

Meml CR

D0

42 1 23 23 25 25 21 21 BARONHILL

El 95.2m

1 1 OLD ROAD

2 2 3 3

Sub ROAD 7 7 1 LETHAM GP 2 Sta G0

K0 ULD ROAD 40 CARRICK 19 GLENBERVIE CRESCENT D0 BM 98.70m

1 D0

4 4 GLASGOW ROAD Cumbernauld 7 7 THE A

K0 Cumbernauld 2 3 3 Primary 1 WESTERWOOD NSDOWNE DRIVE LB Old Parish Church Cumbernauld School

LA Burial Ground 1

BM 90.09m

28 27 G0

11 D0

3 3 1 1

3

79 79 30 30

6 15 15 Manse

GLENBERVIE CRESCENT 2 El Sub Sta 3 3

34 1

K0 38

Hall

33 LANSDOWNE DRIVE

13 D0 5

32c 13

30 1 1

2 G0 D0

5 5 3

32a Issues 15 15 26

LETHAM GRANGE 38 38

K0 18 K0

10

CARRICKSTONE 1a

14 69 69 48 D0 Cumbernauld Cumbernauld 32 12 Primary School Burial

SM

43 43 Ground

D0 1 Nursing Home

K0 CARRICK ROAD K0 K0 31 31

G0 27

D0 29 14 20 8

2 31 31

20a 19

to to 40 48 48

23 30 1 28 26 24a 24

FB 67 67 K0 PRESTWICK COURT

42 K0 D0 1 LANSDOWNE DRIVE SM LB

46 2

CARRICKSTONE ROAD G0 ROAD FB SM SM D 1 Sinks 1 FIELD W0 1 28 West Park G0

SM 54

11 11 1 1

47 47

Posts 1 SPRING 1 31 to 1

14 14 FB 56 to 78 GLASGOW ROA

39

2 2 39

51 51 FB 40

49

11 37

K0 38

53 53 80 40 43

A 80 to

55 OAD FB

114

61 to 7 to 61 6 6 SPRINGFIELD ROAD CALLANDER ROAD OW ROAD

THE AULD R 9 W0 35 K0 33

9 36 K0 33 34 1 83 K0 OLD GLASG 17 WIGTOUN PLACE

80.5m

32

K0 61

SM 31

1 8

1 20

4 to 1 44 44 51 51 tank

47

52 Pavilion Bog S

83 83

30

9 Bowling Green 2 CALLANDER COURT ry

D0

73 12

41 41 G0 Sloping mason 145 to 159 Bowling Green 53 1

5 to 8

71 71

8

69 69

28 28

7 7 2

34 34 FB

Issues 2

2 73

K0 81 to 95

17 26 STI 25 CALLANDER ROAD D0

R

59 59 W0 LING STRE

to to 1 54 2 Sloping masonry TCB to 70 9 to 12

11

1 24 18 18 K0 3 to 143 3

8

63

7 ET 4

G0 79

26

21

14 BM 81.64m t 17

THE AULD ROAD o 20 6 6

20 20 W0

to 16 to 13

54 54 K0 5 5

97 to 111 111 to 97 72 to 86 to 72

65 161 to 1 2 2

1 1

M M S 10

91

K0 9 12 12

Path 11 11

61 24 THE AULD ROAD 14

3 3 1 55 55

G0 16 50 50

W0 15

D0

SM 134 to 120 48 48 193 ERRACE

to 2 NGWILL T

K0 07 LO

to 118 118 to 88

55 33

2 2 1

26 49

1

1 1 G0

28 Putting Green W0

40 40 28a Issues K0 W0

K0 HAYSTON ROAD HAYSTON ROAD K0 34 C0

34a

36 43

43a W0 81.4m 38

C0 K0 45 45

45a 45a

22 22

FB 21

51 51 W0 53 53

ROAD SGOW C0 Bog Stank Bog Stank OLD GLA Issues Football Pitch D0

W0 D0 Pav

ilion D0 Drain

D0 C0 K0 D0 C0

es Issu Drain G0

A 80 W0

Sinks

Pat

h

W0 Football Ground C0 K0

D0 W0 D0

Bog Stank D0 Sinks

W0 D0 W0 D0 C0 K0 OLD GLASGOW ROAD W0 W0 G0 D0 K0 D0 D0 W0 W0 W0 D0 D0 K0

D0 C0 D0 C0 D0 D0 D0 C0

G0 D0 C0 D0 C0 G0 G0 C0 Track G0 D0 D0 Path C0

K0 D0 D0 D0 D0 C0

C0 C0

D0 G0 D0 D0 K0 Issues Sinks C0 D0

D0 D0

C0 W0 C0 D0

D0 C0 G0 C0 Issues G0 D0

Issues G0 Track G0

Track

G0 D0 0 A 8 PCs C0

G0 Lodge

Path C0

Playing Field

C0 Eastfield Cemetery D0 D0 Drain C0 Key D0 Refuse C0 Tip C0 D0 D0 C0 Issues

G0

Track C0 D0 G0 D0 Path D0 FB area of watching brief C0 C0

FB G0 C0 D0 D0 G0 G0

W0 SEAFAR

LOG AN DRIV planned route of M80

E Path

5 5 Drain D0

3 4

C0

54 54 D0 36 D0 C0 El

37

1 1 Und Sub G0 Sta

103.9m El Sub Sta LOGAN G0

DRIV 89p C0

3 3 5 89n D0 C0 89m E D0 G0 89h 89k CRAIGHAL G0 D0 Sinks 89g 89j LOGAN DRIVE BERT ROAD

D0 C0 90b

41 41 60 60

CF 90a Wa D0 rd Bd C0

y

43 90g

41 2 2 90h Seafar House 48 1 LOGAN DRIVE

11 89b 91a

99 Drain

53 53 K0 C0

89a

1b G0 D0 9 88c ack Tr D0

D0 88a SM BALLOCH

G0 47 47 l) 88d ste (Ho Seafar House CR A 80 OAD C0 Seafar

CF 87e

h h 91

29 BINNIEHILL R 87d

BINNIEHILL ROAD D0 D0 91j 27

9 89

D0

9 9 13 Posts 9 9 10 G0 K0 4a 1 87b 2a 1 4b 13 1 1 G0 2b

23

87a

G0 G0 1a D0 4d

ROAD 1b 1b Zoar Cottage

D0 Issues 4e

7 7

6 C0 6a 0 0 Issues

Shelter 1 AULD

79 6b LD ROAD 3a

D G0 3b ALLANF 10a G0 21 6c ALLANFAU CR Ward Bdy 10b BINNIEHILL ROA C0 Issues D0

2h

8a 5a

7 7 Winton 2j

Cottage D0 8b 5b 2k

TORDENE PATH 121

G0 G0 1 16 69 C0 8d

EASTFIELD 7a

8e

D0 Sloping 7b Drain Shelter masonry Issues 10g 69 to 80 K0 D0 Broomknowe G0 12a

Drain e CP Bruce Hous 9a D0 10j

G0 D0 12b

b

CP Ingleneuk 9

Path

5 C0 10k 7 7

C0 14 92.7m

Path C0 10l

9d 9d 131 D0 D0 SM D0 11a

Issues

139 139

C0 12e 1 1b 1b

4 4 C0 Issues SM G0

C0 12f

D0 C0

4

SM

a a 13

20 135 135 SEAFAR SEAFAR

SM G0

33

1 C0 57 to 68 D0 Drain

Path El Sub Sta 274400 Douglas House Buchan House

C0 SM

185 14 to 25 to 14

C0 157 ULD ROAD D0 C0 D0 ALLANFA C0 D0 D0 1 Post 675000 177 Drain SM

SM 24

BALLOCH 1 11 D0 11 C0 Posts SM

193 193 BM 86.61m D0 BINNIEHILL ROAD

171

32 Path 74

12a

Drain 38

72 D0 C0 ROAD 51g CR D0

165 4c 5 199 199 12f SM N BALLOCH 50k

C0 51a 50j D0 C0 11f

D0 50h C0

C0 66

4a 5 11a 35 Drain C0

84 G0

201

6d 6d 5 BRAEFACE ROAD C0 8g 49h C0 C0 D0 G0 C0 Path

C0 60

MIDDLERIGG ROAD A 80 9e a a

41 G0 56 48

C0 53d

20 39

09

2 50a 8a

c c 15 92 55

49b 9a

1 BINNIEHILL ROAD SM D0

a a 86.3m 55 49a 30 7c 5p Drain

3 BINNIEHILL ROAD

47h 5n 19

53a 53a 7a TCB 48h NUE 1 26 D0 5j

FIELD AVE Und

c c

48f 52 C0

7 SM 0 500m 229 C0 MASON 219 5g G0 6c 5h 5 5e

6b

2 52b 5f G0 47a 6a

19

9 K0 46j 4e

46f

a a 46h 52 C0 5a C0 48a 46e BALLOCH VIEW

46b 13 C0 4b C0 4a C0 G0 46a D0 C0 2g C0

D0 CUMBERNAULD CUMBERNAULD G0 46c 3e C0 2d SM 23g 2f

9 2c 1:10,000@A3

K0 D0

3e SEAFAR 1 Post 3b

2a 3a CW 25 26d BRAEFACE ROAD K0 3h 1c 23a D0 10 Shelter BALLOCH 23 C0 D0 1a 22d Reproduced using digital 1:10,000 data supplied5 by Transport Scotland. 26a 2e 3

SEAFAR 3a

25d

a a 30

LAIRDS HILL LAIRDS HILL 22a BALLOCH VIEW 130.9m S AVENUE LANGDALE 1

21e 25a K0

15 Drain

a a 29 8 D0 K0 OrdnanceSurvey © Crown copyright 2011

Drain 2a 4 24d

C0

2

30g 30g LANGDALES AVENUE 28a

21a D0 K0

h h 30

D 24a 31 rain D0 29f

All rights reserved. Licence No. AL 100013329 30j

a a 27 D0 K0 y

Illus 4 Detail of M80 watching briefs G0 K0

K0 G0 D0

G0

G0

Track

Drain

M 80 G0 D0

G0 K0

K0 M 80

G0

K0

K0

A 80 G0

C0

G0

G0

Track

Bankview Nursing K0 Home D0

D0 Railway No 12 K0 No 11 Dismantled K0

K0 K0 K0

K0 D0 G0

D0 G0 K0

C0 K0 D0 K0 K0 K0

K0 K0

W0 Haggs D0 C0 Pond G0 Tavern K0 ROAD Haggs No 10

66.8m Parish Church

PH 186 186

184 184 D0 31

Hebron 68.6m Hall 63 Hall 59 180 61 KILSYTH ROAD 65.8m 51 Manse 59.7m Gas Gov 39 A 803 BM 61.25m

Health Centre A 803 128 14 14

61.9m Mentieth House

Kerr

19 19

21 21

2 2 D0 24 24 Cres 36

38 38

8 8 1 13

38a 38a

1 44 TCB 6

D0 D0 1

HOLLANDBUSH No 9 Path

1 Community 20 20 C0

Centre 3 31

JOHN STREET

JAMES 1 1

HOLLANDBUSH D0 Depot 2

K0 1 3 3 2

52 21 C0 D0 4 3

4 STREET STREET

9

TERRACE

7 7 5 5

6

St Luke's 8 38 38

46 46 36 36 RC Church 77 CRESCENT AVENUE 13

43 47 36 36 1 CARNGREW ROAD 5 17 D0 C0 7 29 45 Football Pitch K0 41 49 BM 48.21m 5 51 65 1

7 CASTLEVIEW 57 CASTLEVIEW TERRACE TERR

1 K0

12 12

40 16 LB

36 36

8 8 18 18

28 28

40 40

44 44

10 10 14 14 47.2m 46 46

27 39 52

42 42

45 38

Path 6 HAGGS 4 4

D0 2 Haggs

AVENUE 1 1

BALLINKIER 48 48 36 36

C0 24 24

47

42 42 Banknock 3 K0

44 9 9 33

19

74

2 2 AVENUE

1 1 K0 MARGARET

7 7

55 76 70 70

15 GLENVIEW AVENUE Issues

13 13

46 46 71 24 24 K0 45

K0

LB 58 14 14

52 52 1 D0

62 62 43 46

37 GARNGREW ROAD 47.2m 34 34 D0 59 DRIVE K0 25 Sinks

K0 50 50

22 22 Garngrew

47 AUCHINCLOCH Lodge

35 42 10 10

25 A 80

34 34 8 8

A 80 A 19

K0 14 14 2 2 K0 2

GLENVIEW AV 1 South Garngrew Garngrew Cottages 2 AUCHINCLOCH DRIVE El Sub Sta 41.5m Drain 1 South 57 CUMBERNAULD ROAD Garngrew

40

W0

47 41 41 Castlecary

45 56 56 BM 41.12m W0 LINDEN DRIVE Bridge

9 9 8 K0

35 K0 2 48 Tanks K0

53

277800 8 279600

1

HOLLY GROVE

108 108

106 106 46 46 45 33 W0

2 116 116

678900 114 678900 Castlecary Mill Farm

Bonny Water

HAWTHORN DRIVE 104

02 02

43 1 32 32

92 92

90 90 K0

80 80 78 78

K0 88 88

31 86 86

D0 CUMBERNAULD ROAD Track

6 6 7

74

19 D0 44.7m

G0

52 52 50 50

D0 60 60 Lock

58 58 W0 W0

Sinks

44 44 K0

42 42

48 48 46 46

Track

K0 Issues W0

Path

Track CC Castlecary W0 W0

G0 G0 Und Bridge D0 Cottage Drain sliproad

Bonny Water G0

K0 Ward Bdy K0 D0

B 816 51.6m

W0 K0 CC Claverhouse

COCS Woodhouse G0 Co Const, P Const & UA Bdy D0 Eaves

D0

G0 D0 D0

G0D0 G0 K0 K0 K0 K0

Path (um) 25 Woodneuk D0 B 816 57.9m D0 W0 K0 K0 Pond W0 K0 K0 26 K0 K0 K0 D0 M0 Def 56.4m

D0 K0 K0 30

61.0m K1

C0 Castlecary House

Castra G0 Red Burn D0 G0

61.6m CHACEFIELD WARD

BM 62.17m

CS 60.6m Tank

ANNEXE K0 D0 Putlog (site of)

53.5m Works D0 K0 MP 1 ROMAN FORT ROMAN FORT K0 (remains of) (rems of) G0 bridge K0 K0

K0

K0 K0 MP .75 D0 BM 55.05m 1

W0

K0 G0 K0

G0 W0 MP .50

1 K0 SLs 1 BM 58.90m

1 K0

CR (a)

K0 K0 G0 Depot D0 Illus 6 K1 Air 1 4 Shaft W0 59.2m

1 Pond BRIDGEND COURT K0 (course of)

MP .5 1 Glenside K1 D0 K0 Glenview Def G0 K0 ANTONINE WALL

Weirs

4 4 Building

Castlecary House C0 1 1 Hotel CASTLECARY ROAD C0

Station View K0 Castle Glen 62.1m Helenslea D0 W0

Ferguslea D0 G0

Elmbank G0 K1 (course of) CASTLECARY Limekilns Y ROMAN CAMP K1 MILITARY WA (site of)

K1

11 9 1 K1 C0 B 816 2 A 80 K1

28 C0 3 7 Def

4 K0 ROMAN CAMP K0 G0 (a) G0 5 (site of) D0 6

G0

6 6 67.8m 2 K0 3 El Sub Sta K0 Track

CASTLECARY ROAD C0

Loudoun

7 28 28 D0 12

Track 16 16

K0 1 CASTLE COURT 64.3m 1 TCB

17 LB 26 D0 K0

GARNHALL FARM ROAD K0

Play Area Drain CASTLEVIEW 1a 1a 22 K0 C0 D0 Gas A 80 1 Gov CASTLE

Shelter CO URT Lime Kiln

(disused) K0 8 8

2 2 6 6 G0

3 K0 C0 D0

24 24 Key G0

D0 27 20 20 D0

1 14 14 El Sub Sta G0 K0 D0 C0

5 18 18 K0 W0 66.1m G0 34 D0 MP 104.25 area of watching brief WYNDFORD ROAD C0 1 36 16 G0

G076.0m C0 10 10

20

K0

8a

TOLLPARK ROAD 9 D0 D0 planned route of M80

22 13 13 Issues

CASTLECARY ROAD 8 8 40 Castle Glen D0

86.6m 15 El Sub Sta

K0 2 6a 6a C0

Wardpark East K0 3 3 D0 K0 Industrial Estate

Red Burn 25 25 34

36 BM 77.89m 7 7

G0 CS 42 K0

G0 K0 6 Dunns Wood 32 K0 K0 SM K0 28 G0

30

K0 1 G0 5 26 TOLLPARK ROAD 37 G0

4 to 8 8 to 4 24

NAPIER COURT 2 77.7m D0

31 to 39 to 31 D0

22 G0 71.0m

2 2

2 2 27 2 2

K0

16

K0 A 80

23 23 G0

41 G0

21 21 1 1 El Sub Sta K0

12 K0

2d 2d 4 4 K0

14 7 to 3 N

WARDPARK D0 C0 9 25 to 2 to 25 G0 TOLLPARK PLACE 39

D0

11 11 C0

El Sub Sta

5 13 to 17 to 13 9 9

43 G0

K0 C0 19 19 D0

D0

45

K0

7 7 K0 2b 2b K0 D0 D0 K0 D0 G0 76.2m

2a 2a Castlecary Castle

2 2 23 23 0 500m G0

D0 K0

WYNDFORD BM 77.18m

27 27 ROAD

14 14 25 25 C0 K0 K0 G0 G0 K0 ROMAN CAMP K0 (site of) K0

K0 Castlecary road

WARDPARK K0 14 C0 D0 G0 CASTLECARY ROAD 1:10,000@A3 D0 K0 K0 K0 K0 W0 MP 104 W0 L0 1 WYNDFORD ROAD Tank Wardpark East D0 K0 Industrial Estate

G0 D0 L0 D0 D0 C0 K0 ROMAN CAMP (site of) G0 D0

K0 Waterfall L0 G0 Waterfall Wardpark North L0 Industrial W0 W0 Estate D0 Reproduced using digital 1:10,000 data supplied by Transport Scotland. A 80 L0

D0 SP K0 K0 G0 D0 CS 1 87.4m OrdnanceSurvey © Crown copyright 2011 277800 D0 C0 D0 All rights reserved. Licence No. AL 100013329 677400 D0

Illus 5 Detail of M80 watching briefs Mine shaft

Inset

278800 677950 Inset Section 103

Section 101

Red Burn

278650 278800 677000 677900

Section 102 Section 104

Section 109

0 10m trackway modern features 1:250@A3 wall site boundary edge of river breakline base of slope slot section

N

0 100m Reproduced using digital 1:10,000 data supplied by Transport Scotland. OrdnanceSurvey © Crown copyright 2011 All rights reserved. Licence No. AL 100013329

Illus 6 Detail of Castlecary Limekilns Illus 7 W facing shot of excavations at Luggie Water

Illus 8 SW facing shot of excavations W of Luggie Water

© Headland Archaeology (UK) Ltd Illus 9 General shot of Bog Stank excavations

Illus 10 S facing section through peat deposits

© Headland Archaeology (UK) Ltd T r a c k

FALKIRK

CENTRAL SCOTLAND EURO CONST

T M80 r a

c

k

W0 Illus 5 G0

Stepps to Haggs G0

G0

D0

G0 K0

K0 G0 D0

G0

G0

T r a c k

Drain 0 8

G0 D0 M G0 K0

0 8

K0 M

61 51

G0

K0

K0

80

G0 A

C0

G0

G0

45 Tr ac k

Bankview Nursing K0 Home D0

D0 way Rail 12 11 No o K0 ed N Dismantl K0 K0 K0 K0

K0 D0 G0 D0 G0 K0

C0 K0 D0 K0 K0 K0

K0 K0 W0 Haggs D0 C0 Pond G0 Tavern K0 0 KILSYTH ROAD Haggs No 1 66.8m Parish Church

PH 6 6

18 4 8

1 D0 31

Hebron 68.6m Hall 63 OAD 0 Hall TH R 8 ILSY 1 65.8m 59 Manse 59.7m K Gas Gov 39

Health Centre A 803 BM 61.25m

28 1 4

1 A 803

61.9m

Ke

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ROMAN FORT ROMAN FORT K0 (remains of) (rems of) G0 K0 K0

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S R D0 dy O K0 A B U A K0 D Badenheath Stoneyettes Cottages Luggie Water My Lord's K0 CR Park K0 G3 Bridge MOLLINS W0 ROUNDABOUT

C0 K0

M U K0

CKC Track 0 R

O

FT

W0 R K0 Pa O

A

t D h K0 h K0

( Pat u M

m o

) l D0 l

i

n

s

77.6m C0 B

u

C0 r

n K0 G3 Sinks

T ck

r ra

1 T 3

1

4 ac

ld C

e k

iewfi G0 S

17

V

8 8

24 1

LB C1

2 k 24

3 69.5m

G3 G0 Trac

K0

0 G0

K0

C

F

UA Bdy

T rack C0

Braeside Farm Path 68.1m K0 L0 Craigbank Cottage M K0 D1 o

U Mollins Farm L0 H l

n lr 72.2m Mollin o

d 67.7m u o K0 C1 s k s rac e e Rosebank T Craigs

D0 G0 Barrs L0 Playground D0 75.4m L0 L0 L0 Garage Track G0 L0 L0 G0 W0 D0 W0 G0 C0 K0

78.4m

6

7 2 C1 6

35 61 G2 5 22 ROAD 1 L0 OFT Drain Gas Valve MUCKCR G3 K0 5 55 1 Issues 72.1m 17 House 21 G3 19 G3 23

K0 14 m6 C BM 7 .18 49 W 11 72.0m AIRDRIE ROAD G3 11 71.8m DRIE ROAD 75.0m AIR 4 15 PH 37 GP 38 19 LB 30 1 29 41 7 40 23 3 10 32 17 3 18 22

Windermere

21 44 TCB 24 K0 20 1 Land adjacent to 1 12 Shelter

Badenheath ROAD

G3 NAULD R 38 CUMBE

G0 1 ES ace 0 H E Terr

K0 G0 U

RC N

G0 A E Mission Hall

3 0 L El Sub Sta V

W0 A Badenheath

K0 65.9m E

S L

S H 75.3m Terrace G0 T

ET

G

T K0 RAI

nd H U E D0 C0 D0 71

5 5 C 2 83.3m

U OFTMO

I 8

L 7

D0 Mollinsburn L 1 86.7m CR

MOODIESBURN EAST AND BLACKWOOD WEST WARD I 3 3 N W0 S GL 1 BM 88.35m W0

EN

V 2

59 I 2 E

W0 C3 W

G3 C

7

R 4

2 ESC C1 C3 LB ENT K0 C0 C0 C0 MP.25 K0 Pa 2 K0

13 th K0 K0 8

3 7 9

5 6

W0

C0 6 K0 4

K0 D0 D0 K0 C3 49 Path C0 Pavilion CF G0 D0 Pi Bowling W0 p 5 D D e 4 rain

A

W0 57.8m L C0 Green L 5 7

i 2

n C 84.1m

e C1 K0

RU

44

Un I d C0 2 Track N K0 25

W0 G

D0 4

4 A

RDE C0 G K0 BM L ack C2 K0 r E M 73 N T N D0 57.93m S I S 5 L0 1 D0 L C0 A C 11 Wa F C0 C0 C0 C3 G0 C0 C3 A C0 C0 C0 D D0 r C0 K0 G0 3 V A d E 1 RO C0 N D B L U C d E AU R y C0 N

R

E

33 36 B

C 2 F L0 CUM 77.8m

Luggie Water

3 2 2 K0 C0 U D0 A

B M0 d C3 59.7m y K0

C0 C0 Tank

G0 Track K0 C0 K0 n ur B G3 lin Tank th Bo Tank

M0

3 K0 C0 D0 M 7 67.7m C0 Factory

El Sub Stas K0 3 K0 7 C1 K0 M Tank ck 3 Tra 7

C M 76.4m W D0 K0 C0

Burnbrae Farm D0 G0 K0

G0 AUCH

U

A

E

B N G d EI y Blairogal CH 0 8 D C A ra G3 C0 R Tank RO Auchengeich Dr in A D a Sewage Treatment in D0 El Sub Sta A 80 Works Burnbrae Farm K0

P ath W0 C0 Issues

rack Pond ( T um) D0

D1

K0 C0 M 73 W0

C1 W0 Pond 61.3m 75.8m K0 C1 Pond K0 W0 D0 K0 C3

(um) D0 th Pa

C3 K0

C0 D0 G0 C3 C3 D0 C1 C3

M

C3 C0

C3 7

G0 3 C3

C0 ) m (u C0

h t C3 AD O 69.5m Pa D R D0 L C0 G0 RNAU D0 C3 E CUMB Refuse Tip

K0

WB

k

ac D0 r P T a t Works h (u 80.8m m )

M

62.3m

73

El Sub Sta G3

W0

Pa th ( BM 81.36m um)

K0

65.5m W0 W0 (CHRYSTON AND AUCHINLOCH WARD

r 64.9m e Drain y n K0 ve r n o Bu C

K0 (b) Track Tr ac A k Davidston Mains Farm U Dr C D0 H a E i rnkirk n BM 66.63m N Ga D1 G E I C G0 H SOUTH LENZIE WARD NORTH LANARKSHIRE G0 R O B A

M D 7 W0 W0

Bothlin Burn 73 5 BM 66.73m 7 Water W0 0 in Bothlin Dra Bur W0 8 n W0 A K0 C1 D0 D0 G3 G0 M

D0 G0 W0 W0 Issues 66.7m G0 7 Water 3 n Davidston Bur B D0 h (um) Bothlin W0 G0 W0 Pat 7 n G0 G0 5 Bur Water 7 hlin Tr k ac ir K0 Bot k 67.8m COATBRIDGE AND CHRYSTON BURGH CONST AND P CO nk COATBRIDGE AND CHRYSTON BURGH CONST AND P CO ar n W0 G0 G ur in D0 B K0 Dra B o t W0 G3 h D2 lin C0

G0 T G0 ra ck

Bu rn

G0

W0 G3 G2 D r a D in r

77.9m ai n BM 77.01m

South Broomknowes K0

83.2m D0

W0

AD RO AE BR RN Fair Winds BU Hill of Chryston G0 C0 Bdy k K0 UA Trac G1 Track R 84.0m C G1

83.0m

Garnkir

k

Bu G0 CR r n

Blacklands G1 Key D0

n Peat Basin Drai Issues K0

Drain LI ND

SAY G0 D0 B K0 E G 3

7

C0 M

RO 73 A

D M

G0

K0 W0Spring

D0 76.7m

G0 CHRYSTON AND AUCHINLOCH WARD

North Broomknowes

Well

L

T

E

C

u

l t

B

u

r n W0

W0 D0

K0 75.3m

C0

P Peathill a

t H0 h

( area of watching brief u

m)

ck

Greenlea Tra Cottage

BM 67.50m D0 Issues CHRYSTON AND AUCHINLOCH WARD Sinks 67.0m 69.9m C1 ck D0 D0 Tra

G1

C2 Sinks G0 Issues G0

South Issues Broomknowes

Leckethill

Track

64.3m

B 757 Lindsaybeg B 7 57 Cottages

D0 planned route of M80 G3 D2 G0 G0

C1

El Sub Sta

W0 G0 66.9m K0

Well D0 G0 W0 C0 G1

Lenzie Golf Course W0 76.1m Issues Issues D0 n Bur

kirk

W0 W0 arn 1 G 1 Drain W0 Drain

W0 Issues Issues FB

G1 ain Dr G0 W0 D0 BM 67.34m

Crow Wood Golf Course

D0 73.0m D0 C1

D0 Drumsack

K0 D0

T C2 ra C1 c k

D0 D0 D0 Arronhill Plantation Drumsack Plantation K0 D0 C2 D1 0700 8999 2100 Lenzie Golf Course

D0 C0 D0 D0 D0 K0 8597 9797 Drai n W0 D0 CENTRAL SCOTLAND PER D1 W0 FB C1 Drumsack D0 Plantation

K0 C0 D0

9394 D0 5194 9593 Arronhill Plantation C1 FB K0 K0 6993 El Sub Sta FB C2

0091 W0

urn Cult B

D0 C2

Longmuirhead A rr

Farm o n hi

ll

Pl

a

nt

a t io

n 9382 77.5m

K0 0078 n

Bur

D0

k

7775 nkir T r r a ac G k

K0

G0 War d B D0 dy D0

87.0m C1

CR K0 Sinks

rn Bu Sinks lt Cu Issues C0 D0

K0

K0 1264 D0 C0

K0

Issues D0 Glen Plantation K0 D0 G0

K0 9959 K0 D0 Hillview Farm K0 0059 C2

D0 Glen Cottage

K0 G1 Auchengree

Farm K0 D0

86.6m ack Tr G0 W0 FB W0 Drain W0 W0

Issues

K0

G0 BM 98.76m

D0 D1

0 9444 M 8 Hornshill

Issues

G0 K0 4643

K0 G0 80 M

G0 D0

in

Dra K0

D rain Issues G0 D0

D0 T N C0 r a ay ck bw Su

K0

Nursery D0 D0 K0 G0 K0

G0 D0

D0 9830

W0

urn 9 k B nkir Gar G0

4825 K0

Issues

K0 K0

D0 W0

W0 y D0 Bd rd Wa D0 Pond

CR

D0

4514

K0

2914 D0

W0

K0 W0 0 2,500m

D0 87.6m

K0 W0 n Bur nkirk Gar 9806 0605

8903 W0

D0

0 M 8 NORTH LANARKSHIRE STEPPS WARD NORTH LANARKSHIRE G0

K0

D0

M 80 K0

1

5

STRATHCLYDE EAST EURO CONST COATBRIDGE AND CHRYSTON BURGH CONST AND P CO

9 4

G0 2

E V L

RI EN D IN

6 ZI

THL 7 BO 4 E

R O AD

n

r 1

82.0m 3

6

k Bu

D0 r 5 nki

r Issues 3 Ga 4

34

3

1

IVE DR RRIET HA T UN 41 MO

263000 33 89.4m

2 1:50,000@A3 LB 3

BM 88.93m

1 3

El Sub Sta

W0

12

7 7

5

16

7

2

22 LB 1 669000 Whitehill Farm

G0

rn Bu k kir Garn

T r W0 ac

k

NORTH LANARKSHIRE W0

COATSBRIDGE AND CHRYSTON BURGH CONST

W0

Reproduced using 2010 OS 1:50,000 Landranger No. 64 and digital 1:10,000 data n supplied by Transport Scotland. ur k B nkir Gar OrdnanceSurvey © Crown copyright 2011 All rights reserved. Licence No. AL 100013329

Illus 1 Proposed M80 route with areas of watching brief 102

S N

05m

1:10@A4

Illus 11 E facing elevation of wall [102] 102

107

E W

roots

05m

1:10@A4

Illus 12 N facing section of wall [102] Illus 13 E facing shot of haul road excavations at Castle Glen

Illus 14 S facing section of test pit showing make-up deposits

© Headland Archaeology (UK) Ltd Illus 15 N facing shot showing Putlog Bridge, dominated by the Castlecary Viaduct

Illus 16 W facing elevation of wall forming approach to Putlog Bridge

© Headland Archaeology (UK) Ltd Illus 17 N facing shot of Castlecary cycle link excavations

Illus 18 N facing shot of slip road excavations

© Headland Archaeology (UK) Ltd