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<strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>,<br />

<strong>Dumfries</strong> & <strong>Galloway</strong><br />

Archaeological Evaluation<br />

Data Structure Report No. 1659


CFA ARCHAEOLOGY LTD<br />

The Old Engine House<br />

Eskmills Business Park<br />

Musselburgh<br />

East Lothian<br />

EH21 7PQ<br />

Tel: 0131 273 4380<br />

Fax: 0131 273 4381<br />

email: info@cfa-archaeology.co.uk<br />

web: www.cfa-archaeology.co.uk<br />

Author Ian Suddaby MA FSA Scot MIfA<br />

Illustra<strong>to</strong>r Leanne Whitelaw BSc MAAIS<br />

Edi<strong>to</strong>r Melanie Johnson MA PhD FSA Scot MIfA<br />

Commissioned by His<strong>to</strong>ric Scotland on behalf of Transport Scotland<br />

Date issued September 2009<br />

Version 0<br />

OASIS Reference cfaarcha1-64182<br />

Planning Application No -<br />

Grid Ref NX 252 592 <strong>to</strong> NX 274 602<br />

This document has been prepared in accordance with CFA Archaeology Ltd<br />

standard operating procedures.<br />

<strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>,<br />

<strong>Dumfries</strong> & <strong>Galloway</strong><br />

Archaeological Evaluation<br />

Data Structure Report No. 1659


CONTENTS<br />

1. Introduction 3<br />

2. Working Methods 4<br />

3. Field-by-Field Summary of Trenching Results 5<br />

4. Conclusions and Discussion 10<br />

5. Bibliography 12<br />

Appendices<br />

1. Summary of Evaluation Trenches 13<br />

2. Context Register 15<br />

3. Pho<strong>to</strong>graph Register 16<br />

4. Drawings Register 23<br />

5. Samples Register 23<br />

Illustrations (bound at rear)<br />

Figs. 1-3 Road layout drawings showing trial trench and feature locations, access<br />

points and constraints<br />

Fig. 4 View of the burnt mound location from the south on Dirlaughlin Hill<br />

Fig. 5 Trench 45 after overnight rain<br />

Fig. 6 Trench 45, Plan of the burnt mound (4501-2)<br />

Fig. 7 Trench 45, North <strong>to</strong> South section showing the burnt mound and peat<br />

profile <strong>to</strong> the south<br />

Fig. 8 Burnt s<strong>to</strong>ne lens (4503) mid-way up peat section <strong>to</strong> south of burnt mound<br />

Fig. 9 Test trench in<strong>to</strong> the burnt mound showing the s<strong>to</strong>nes (4501) in section<br />

Fig. 10 Trench 10 in Field 7 looking east<br />

Fig. 11 Surface field clearance s<strong>to</strong>nes (1401) in Trench 14 prior <strong>to</strong> excavation<br />

Fig. 12 Looking West over backfilled trenches in Field 8 with the boggy Field 7<br />

in the distance<br />

Fig. 13 Ditch (3801) in section from the north<br />

<strong>A75</strong>B/0/1659 2 CFA


1. INTRODUCTION<br />

1.1 This report provides the results of an archaeological evaluation within the<br />

corridor of the forthcoming <strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>,<br />

<strong>Dumfries</strong> & <strong>Galloway</strong> (Figs. 1-3, NGR NX 252 592 <strong>to</strong> NX 274 602). It has<br />

been produced by CFA Archaeology Ltd (CFA) for His<strong>to</strong>ric Scotland on<br />

behalf of Transport Scotland.<br />

1.2 The parts of the road corridor included in the evaluation are shown in yellow<br />

and consist of areas of improved pasture on drumlins and areas of peat bog<br />

within the inter-drumlin basins. These range in height from 85m <strong>to</strong> 100m OD.<br />

1.3 The area’s archaeological potential and the detailed assessment leading up <strong>to</strong><br />

the evaluation are detailed in the Project Design (Johnson & Cressey 2009)<br />

and these details are not repeated here.<br />

1.4 The maps used <strong>to</strong> compile this document are:<br />

� Archaeological Investigation Locations 716500/ARCH/050-053<br />

� Ground Investigation Locations, Service Information and Proposed<br />

Alignment 716500/P/I/300-302<br />

� Proposed Additional Ground Investigation Explora<strong>to</strong>ry Hole Locations<br />

716528/AW/GI/001<br />

<strong>A75</strong>B/0/1659 3 CFA


2. WORKING METHODS<br />

2.1 CFA Archaeology Ltd follows the Institute for Archaeologists’ Code of<br />

Conduct, Standards and Guidance for Archaeological Watching Briefs (IfA<br />

2008a, 2008b, 2008c).<br />

2.2 The methodology in terms of trench setting out, overburden removal,<br />

evaluation, recording and sampling followed that in the Project Design<br />

(Johnson & Cressey 2009, Section 4). All work <strong>to</strong>ok place within the<br />

Compulsory Purchase Order (CPO) corridor. Where the location of utility<br />

services differed from that show on the road layout drawings, the actual route<br />

of these services was recorded by MobileMapper DGPS.<br />

2.3 Field numbers correspond with those outlined in the Project Design.<br />

2.4 Regular contact was maintained with the contrac<strong>to</strong>rs carrying out further SI<br />

works concurrently with the evaluation. Site visits were undertaken by Tony<br />

Topping of <strong>Dumfries</strong> & <strong>Galloway</strong> Council.<br />

<strong>A75</strong>B/0/1659 4 CFA


3. FIELD-BY-FIELD SUMMARY OF TRENCHING RESULTS<br />

3.1 General<br />

3.1.1 Table 1 illustrates the coverage, both actual and anticipated, that was achieved<br />

in each of the fields. The trenches are individually summarised in Appendix 1.<br />

Field Trenches Trenching coverage<br />

Actual [Anticipated] (m²)<br />

1 45, 46 110 [110]<br />

2 2A-2D 286 [250]<br />

3 None None<br />

4 4A-4P 1131 [1100]<br />

5 None None<br />

6 1 68 [110]<br />

7 2-13 670 [500]<br />

8 14-34 1214 [1400]<br />

9 9A-9O 770 [750]<br />

10 35-44 702 [700]<br />

Total 4951 [4920]<br />

Table 1: Evaluation Coverage per Field<br />

3.1.2 Surface deposits were varied, with 0.2m-0.4m of brown silty <strong>to</strong>psoil being<br />

present on the drumlins and peat with a depth of up <strong>to</strong> 2m was recorded in the<br />

trenches excavated in the inter-drumlin basins. The natural subsoil consisted in<br />

general of a s<strong>to</strong>ny, silty till. Very occasional sherds of 19 th and 20 th century<br />

pottery were observed within the <strong>to</strong>psoil and these were confined <strong>to</strong> trenches<br />

adjacent <strong>to</strong> the railway line.<br />

3.1.3 Land drains were identified solely in Field 4.<br />

3.1.4 In the following text, numbers in bold and parentheses refer <strong>to</strong> contexts (the<br />

standard unit of record in archaeological practice), a list of which is contained<br />

in Appendix 2. A summary of the trenching results is provided in Appendix 1.<br />

Other site records, consisting of the pho<strong>to</strong>graph, drawing and sample registers<br />

form Appendices 3-5.<br />

3.1.5 Two teams of archaeologists were working on site and there are therefore two<br />

trench numbering systems <strong>to</strong> reflect this. Team 1 evaluated Fields 1, 6, 7, 8<br />

and 10 and trench numbers run numerically from 1-46. Team 2 evaluated<br />

Fields 2, 4 and 9 and trench numbers in those fields are alphanumeric,<br />

prefixed with the field number and suffixed with a letter. These are listed in<br />

Appendix 1, showing the concordance between trench numbers and field<br />

numbers.<br />

3.2 Field 1 (Fig. 1)<br />

3.2.1 This field contained dense trees in the western end, and the eastern end lies<br />

under a former alignment of the <strong>A75</strong>. The only accessible part of the field for<br />

trial trenching lay <strong>to</strong> either side of an overhead power line, where very wet<br />

conditions were encountered, with up <strong>to</strong> 0.1m of surface water being present.<br />

The reasons for this waterlogging are illustrated in Fig. 4, which shows the<br />

<strong>A75</strong>B/0/1659 5 CFA


evaluation area from Dirlaughlin Hill <strong>to</strong> the south. Water drains from a<br />

shallow valley <strong>to</strong> the north of the <strong>A75</strong> and <strong>to</strong> the east of Knockishee Farm,<br />

under the <strong>A75</strong> and then pools below the overhead power lines due <strong>to</strong> an open<br />

ditched drain <strong>to</strong> the south having become blocked by peat. Flooding of Trench<br />

45 occurred overnight during heavy rain (Fig. 5).<br />

3.2.2 Two trenches (Trenches 45-6, Fig. 1) were excavated. Trench 46, in relatively<br />

dry ground <strong>to</strong> the west of the overhead power cables but accessible only over<br />

bog mats, revealed no archaeological remains.<br />

3.2.3 Trench 45, <strong>to</strong> the east of the overhead power cables revealed two plastic water<br />

pipes (4504, 4506) in the western end and a deposit of possible burnt mound<br />

material (4501-2) <strong>to</strong> the east. The trench was then extended (Fig. 6) <strong>to</strong> the east,<br />

up <strong>to</strong> an overgrown hedge alongside a former alignment of the <strong>A75</strong>.<br />

Telecommunications cables lie within this area. Two machine trenches were<br />

excavated <strong>to</strong> the south up <strong>to</strong> the boundary of the CPO area. Three hand<br />

excavated test-pits (TP1-3) were excavated <strong>to</strong> the north.<br />

3.2.4 The saturated <strong>to</strong>psoil (001) had a depth of 0.2m-0.3m. Below a similar depth<br />

of drier <strong>to</strong>psoil in the eastern end of the trench, the exposed burnt mound<br />

material (4501-2, Fig. 6) measured 15m east <strong>to</strong> west and 7.5m north <strong>to</strong> south.<br />

Two deposits were evident in plan, both containing discoloured and degrading<br />

greywacke s<strong>to</strong>nes of uniform size. The majority consisted of broken s<strong>to</strong>nes<br />

within a peaty matrix (4501) but several patches of similar s<strong>to</strong>nes within a<br />

black silty matrix (4502) were recorded. Both were penetrated by modern<br />

roots. An intermittent lens of eroded burnt mound material (4503) was<br />

recorded trailing off <strong>to</strong> the south.<br />

3.2.5 A section at the western side (Figs. 7-8) revealed the mound material had a<br />

depth of 0.3m. A machine excavated trench <strong>to</strong> the south (Fig. 7), up <strong>to</strong> the<br />

CPO boundary, revealed that the natural subsoil dipped steeply and that peat<br />

up <strong>to</strong> 1m thick was present at a distance of 6m <strong>to</strong> the south of the burnt<br />

mound. A basal deposit of mid-brown poorly humified peat (4509) with a<br />

depth of 0.3m underlay an intermittent lens of eroded burnt mound material<br />

(4503), with 0.6m of light-brown poorly humified peat (4508) above. Modern<br />

roots were frequent in the upper part of the profile but infrequent in the lower.<br />

To the east, a second machine sondage up <strong>to</strong> the CPO boundary revealed a<br />

similar depositional sequence with a <strong>to</strong>tal depth of 0.7m maximum.<br />

3.2.6 Three hand excavated test-pits (each 1m²) <strong>to</strong> the north of the trench revealed<br />

no archaeological remains. No finds were recovered.<br />

3.3 Field 2 (Fig. 1)<br />

3.3.1 Ground cover consisted of long grass and bracken with stands of small trees<br />

and shrubs, more dense at the western end.<br />

3.3.2 Four trenches (Trenches 2A-D, Fig. 1) were excavated in this field. The<br />

heavily root-affected <strong>to</strong>psoil (001) varied from 0.25m <strong>to</strong> 0.45m in depth and it<br />

<strong>A75</strong>B/0/1659 6 CFA


overlay a creamy orange clay-silt natural subsoil (003). No archaeological<br />

remains were present.<br />

3.4 Field 4 (Fig. 1)<br />

3.4.1 This majority of the field occupies the south-western slopes of Knock Orr and<br />

is mainly covered in short grass. A modern quarry has been excavated close <strong>to</strong><br />

the layby. The more level area adjacent <strong>to</strong> and <strong>to</strong> the east of the layby is wetter<br />

and contains grass and reeds.<br />

3.4.2 Sixteen trenches (Trenches 4A-P, Fig. 1) were excavated. The <strong>to</strong>psoil (001)<br />

varied from 0.15m up <strong>to</strong> 0.55m and it overlay subsoil (003) consisting of<br />

either a soft orange s<strong>to</strong>ny silt or a more compact grey s<strong>to</strong>ny silt . Both<br />

sediments were considered <strong>to</strong> be natural, with the orange (oxidised) sediments<br />

having formed either on the better drained slopes or over areas of softer (better<br />

drained) grey subsoil. These sediments are likely <strong>to</strong> be the result of natural soil<br />

processes. This sequence of sediments was also recorded in Field 8.<br />

3.4.3 Linear field drains (403, 405) were recorded in Trenches 4D and 4I and these<br />

were filled with small cobbles. A cast iron pipe (407) was also recorded in<br />

Trench 4I. No other features were present and no finds were recovered.<br />

3.5 Field 6 (Fig. 2)<br />

3.5.1 The area available for evaluation was confined <strong>to</strong> the eastern end of the field<br />

where a small area of long grass and bracken was present.<br />

3.5.2 An initial trench (Trench 1, Fig. 2) revealed that the water main, which was<br />

recorded on the utility plans as passing through the gate between Fields 6 and<br />

7, in fact ran through the evaluation area in Field 6. Trench 1 recorded its cut<br />

(101) under 0.15m of <strong>to</strong>psoil (001) and no further trenches were excavated.<br />

The natural subsoil (003) was orange s<strong>to</strong>ny silt and creamy-blue s<strong>to</strong>ny silt; the<br />

latter was recorded under deeper peat deposits <strong>to</strong> the west. No other features<br />

were present and no finds were recovered.<br />

3.6 Field 7 (Fig. 2)<br />

3.6.1 The ground available for evaluation consisted of a combination of long grass<br />

and reeds, with bedrock outcrops in the area of Trenches 5-7. The field was<br />

increasingly wet and boggy <strong>to</strong>wards the east side. As the alignment of the<br />

water main in Field 6 had been established through trenching, a trench (Trench<br />

3) was able <strong>to</strong> be positioned immediately <strong>to</strong> the east of the field wall<br />

separating Fields 6 and 7. An open culvert <strong>to</strong> the east of the field was avoided.<br />

3.6.2 Twelve trenches (Trenches 2-13, Fig. 2) were excavated. Trenches 3, 5-7 and<br />

13 contained between 0.1m and 0.3m of <strong>to</strong>psoil (001) over either bedrock or<br />

natural subsoil (003), with the remaining trenches containing between 0.5m<br />

and 2m of peat over a creamy-blue till (eg Trench 10, Fig. 10). No<br />

archaeological remains were present.<br />

<strong>A75</strong>B/0/1659 7 CFA


3.7 Field 8 (Fig. 2)<br />

3.7.1 The area available for evaluation <strong>to</strong> the north of the railway cutting consisted<br />

of short grass, with bracken and extensive spreads of cleared s<strong>to</strong>nes (Fig. 11).<br />

Wetter ground was present in the area of Trench 15. Trenches 16-34 were<br />

sited on the higher ground of the drumlin <strong>to</strong> the north of Blairderry Bridge.<br />

Between these trenches and the railway cutting was an area of level ground<br />

containing the stumps of substantial trees and deposits of dumped s<strong>to</strong>nes<br />

(presumably field clearance); no trenches were excavated in this area. Fig. 12<br />

shows the view west from Blairderry Bridge.<br />

3.7.2 Twenty-one trenches (Trenches 14-34, Fig. 2) were excavated. Aside from<br />

Trench 15, the deposits in this field consisted of a thin <strong>to</strong>psoil (001), which<br />

overlay natural (003) consisting of either a soft orange s<strong>to</strong>ny silt or a more<br />

compact grey s<strong>to</strong>ny silt. As in Field 4, both deposits were considered <strong>to</strong> be<br />

natural, with the orange (oxidised) sediments having formed either on the<br />

flanks of the drumlin or over areas of softer (better drained) grey till. In<br />

several cases, poorly defined deposits of dark brown silt with occasional<br />

charcoal flecks were present within the orange sediments and a sample of<br />

these was recovered from Trench 32 (3201) where they were most extensive.<br />

These sediments are likely <strong>to</strong> be the result of natural soil processes.<br />

3.7.3 In Trench 14, an extensive spread of field clearance s<strong>to</strong>nes (1401) was<br />

recorded over the entire area of the trench. These were cut by a linear ditch<br />

(1403) with a width of 1.2m and a depth of 0.3m. Ditch 1403 contained a<br />

sterile grey fill (1404), and lumps of redeposited subsoil (1405) were present<br />

between 2m and 4m <strong>to</strong> the west, suggesting machine excavation of the feature.<br />

No finds were recovered. In Trench 15, a thin basal deposit of silty peat (1503)<br />

was overlain by a layer of grey redeposited subsoil (1502) and this underlay a<br />

surface deposit of peat (1500) contained large quantities of s<strong>to</strong>nes (1501). Two<br />

sherds of white glazed ceramic lay within <strong>to</strong>psoil <strong>to</strong> the north of the railway<br />

cutting. No other finds were recovered.<br />

3.8 Field 9 (Fig. 3)<br />

3.8.1 Field 9 lies at the northern edge of the Barfad drumlin and most of the area<br />

consists of short grass. An area of reeds lies adjacent <strong>to</strong> the animal pens at the<br />

junction between the Gass Road and the <strong>A75</strong>. Trenches were not excavated<br />

across the access point in<strong>to</strong> the field as this was in use by the farmer. To the<br />

west, the western end of Trenches 9k, 9l and 9m extended in<strong>to</strong> a boggy area<br />

adjacent <strong>to</strong> the Toll Bar Burn. Field clearance s<strong>to</strong>nes were noted at the edge of<br />

the drumlin on the west.<br />

3.8.2 Fifteen trenches (Trenches 9A-O, Fig. 3) were excavated. The <strong>to</strong>psoil (001)<br />

varied in depth from 0.25m <strong>to</strong> 0.4m and it overlay a grey till (003). No<br />

archaeological remains were present.<br />

<strong>A75</strong>B/0/1659 8 CFA


3.9 Field 10 (Fig. 3)<br />

3.9.1 The area available for evaluation was bounded <strong>to</strong> the north by the diverted<br />

Toll Bar Burn and <strong>to</strong> the south by the railway alignment and the <strong>A75</strong>. It was<br />

covered with a shallow waterlogged peat under grass, bog myrtle and reeds.<br />

The south-eastern part of the field has been extensively disturbed by machine<br />

movements associated with the diverting of the Toll Bar Burn. A north <strong>to</strong><br />

south aligned water pipe, shown on the utility plans as crossing the western<br />

part of the field, is instead visible on the ground west of its indicated position.<br />

One trench was excavated between the railway track bed and its northern<br />

boundary fence in the only portion not affected by trees.<br />

3.9.2 Ten trenches (Trenches 35-44, Fig. 3) were excavated. In the least disturbed<br />

ground <strong>to</strong> the west, <strong>to</strong>psoil (001) with a depth of 0.25m overlay deposits of<br />

blue-grey till and fractured bedrock (003). To the east, much of the surface<br />

deposits were recently disturbed and consisted of saturated peat.<br />

3.9.3 Trench 38 was located in a narrow undisturbed zone between the water main<br />

and the existing <strong>A75</strong>. Over most of its length, a thin <strong>to</strong>psoil (001) overlay<br />

boulders and bedrock but at the western end deposits of saturated blue-grey till<br />

(003) were encountered. At this location, a 0.25m deep deposit of peat<br />

underlay the <strong>to</strong>psoil and this sealed a linear ditch (3801, Fig. 13) with a width<br />

of 0.9m and depth of 0.25m, aligned approximately NW-SE. Cutting the till, it<br />

was filled with a poorly humified peat (3802) within which were small<br />

quantities of charcoal, concentrated on the western side. This feature was less<br />

substantial in the opposing section.<br />

<strong>A75</strong>B/0/1659 9 CFA


4. DISCUSSION AND CONCLUSIONS<br />

4.1 Trial trenches covering 4951m 2 out of an available c.25,000m² (19.8%) were<br />

excavated within the available areas of the <strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong><br />

<strong>Carriageway</strong>. Much of this consisted of semi-improved pasture land on the<br />

drumlins, with some trenching taking place in the shallower peat of interdrumlin<br />

basins. There is nevertheless an almost complete absence of evidence<br />

for actual land improvement by way of land drainage for example, though<br />

evidence for field clearance was recorded in Fields 8 and 9. The<br />

archaeological potential of the area was expected <strong>to</strong> be low and this was<br />

supported by the evaluation.<br />

4.2 The fieldwork revealed two previously unknown sites of archaeological<br />

significance, that of a possible burnt mound (Trench 45) and a ditch (Trench<br />

38). Mitigation proposals are detailed in Section 5 below. Other remains,<br />

consisting of modern ditches and spreads of field clearance s<strong>to</strong>ne, are not<br />

considered <strong>to</strong> be of archaeological interest.<br />

Burnt Mound<br />

4.3 A probable burnt mound was recorded in Trench 45 near Derskelpin in Field<br />

1. Trial trenching and test-pitting indicate that it measures c.15m by 8m and<br />

consists of deposits of discoloured and degraded s<strong>to</strong>ne within a peaty matrix<br />

with some patches of black silt recorded. The mound lies in a pocket of<br />

undisturbed ground between telecommunications cables, a water pipe, the<br />

field boundary and the former alignment of the <strong>A75</strong>. The area is prone <strong>to</strong><br />

waterlogging due <strong>to</strong> its <strong>to</strong>pographic location, and so there is potential for the<br />

survival of organic material.<br />

4.4 Burnt mounds are a feature of the East Rhins of <strong>Galloway</strong> (Russell-White<br />

1990), an area defined on its eastern side by the Moors of <strong>Galloway</strong>, on which<br />

the <strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong> is located. They have also been<br />

identified more recently during field survey around Knock Fell (Pickin 2000,<br />

22). A reasonably comprehensive list of the burnt mounds in <strong>Dumfries</strong> and<br />

<strong>Galloway</strong> is online (CAST 2001) at http://www.cast.org.uk/dag.htm. The<br />

National Monuments Record of Scotland and His<strong>to</strong>ric Scotland’s ‘Pastmap’<br />

database, at http://jura.rcahms.gov.uk/PASTMAP/Map, contains more detailed<br />

information on these sites.<br />

4.5 Russell-White (1990, 71-2) describes the 1987 excavations at Dervaird burnt<br />

mound (NGR: NX 224 582), a site also excavated in advance of <strong>A75</strong> road<br />

improvements, which is 3km SW of that found in the current work. The<br />

Dervaird burnt mound was kidney shaped, measuring 16m by 8m and was<br />

located next <strong>to</strong> a small stream. A single cooking pit, partly s<strong>to</strong>ne lined and<br />

with an oak floor, was recorded between the ‘horns’ of the mound. C14 dates<br />

from charcoal and the oak floor itself gave determinations of 1530-1300 cal<br />

BC (GU-2331) and 1620-1400 cal BC (GU-2330). Other burnt mounds in the<br />

area have been dated <strong>to</strong> the Later Bronze Age and <strong>to</strong> the medieval periods<br />

(ibid).<br />

<strong>A75</strong>B/0/1659 10 CFA


4.6 Although both numerous and geographically widespread, the function of burnt<br />

mounds is still a hotly debated <strong>to</strong>pic. Seasonal or ritual communal cooking is a<br />

favoured interpretation (O’Kelly 1954), but other ideas include saunas<br />

(Barfield & Hodder 1987) and even breweries (Peterkin 2007). Recent work<br />

stresses the potential for evidence of woodland clearance and the<br />

intensity/duration of human activity on these sites, information which may be<br />

available from detailed field sampling and labora<strong>to</strong>ry analysis, as well as the<br />

potential for locating nearby contemporary/sequential settlement. In Scotland,<br />

structures are associated with burnt mounds in the Northern (Hedges 1975)<br />

and Western (Armit & Braby 2002) Isles, but so far not in the south-west.<br />

4.7 The Derskelpin burnt mound compares well in size with the nearby example<br />

excavated at Dervaird (Russell-White 1990). The wet ground conditions at<br />

Derskelpin may be conducive <strong>to</strong> the survival of timber features and other<br />

organic material.<br />

Ditch<br />

4.8 The only other feature of any antiquity may be the ditch in Trench 38. Sealed<br />

beneath 0.25m of peat and containing charcoal, this feature has in all<br />

probability been cut <strong>to</strong> the north by the water main and been disturbed by<br />

work associated with the diversion of the Toll Bar Burn. To the south lies a<br />

modern roadside drain and the existing <strong>A75</strong>. The age of this ditch is unclear<br />

and would be dependent on the rapidity of peat growth in this area; no<br />

dateable finds were recovered. It is possibly a drainage ditch which has<br />

infilled with peat growth due <strong>to</strong> the waterlogged conditions.<br />

Further Work<br />

4.9 A mitigation strategy is provided under separate cover (CFA Report no.<br />

1659.1).<br />

4.10 A Discovery and Excavation in Scotland Entry will be submitted for<br />

publication following completion of all mitigation and the project will be<br />

recorded via the OASIS pro<strong>to</strong>col.<br />

<strong>A75</strong>B/0/1659 11 CFA


5. BIBLIOGRAPHY<br />

Armit, I & Braby, A 2002 ‘Excavation of a burnt mound and associated structures at<br />

Ceann nan Clachan, North Uist’, Proc Soc Antiq Scot, 132 (2002), 229–58<br />

Barfield, L & Hodder, M 1987 ‘Burnt mounds as saunas and the prehis<strong>to</strong>ry of<br />

bathing’, Antiquity, 61, 370–9<br />

Buckley, V (ed) 1990 Burnt Offerings: International Contributions <strong>to</strong> Burnt Mound<br />

Archaeology. Wordwell, Dublin<br />

CAST 2001 ‘<strong>Dumfries</strong> & <strong>Galloway</strong>: Summary of places of interest’<br />

http://www.cast.org.uk/dag.htm<br />

Cressey, M & Strachan, R 2003 ‘The excavation of two burnt mounds and a wooden<br />

trough near Beechwood Farm, Inshes, Inverness, 1999’, Proc Soc Antiq Scot,<br />

133 (2003), 191-203<br />

Hedges, J 1975 ‘Excavation of two Orcadian burnt mounds at Liddle and Beaquoy’,<br />

Proc Soc Antiq Scot, 106 (1974–5), 39–98<br />

Johnson, M & Cressey, M 2009 <strong>A75</strong> ‘<strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>, <strong>Dumfries</strong><br />

& <strong>Galloway</strong>, Project Design for Programme of Archaeological Works’. CFA<br />

Archaeology Ltd. Unpublished Report No. 1655. Commissioned by His<strong>to</strong>ric<br />

Scotland on behalf of Transport Scotland<br />

O’Kelly, M J 1954 ‘Excavation and experiments in ancient Irish cooking sites’, J R<br />

Soc Antiq Ireland, 84, 105-55<br />

National Monuments Record of Scotland and His<strong>to</strong>ric Scotland’s ‘Pastmap’<br />

http://jura.rcahms.gov.uk/PASTMAP/Map<br />

Neighbour, T & Johnson, M 2005 ‘A Bronze Age burnt mound in lowland Cumbria:<br />

excavations at Garlands Hospital, Carlisle, 1997’, Trans Cumberland<br />

Westmorland Antiq & Archaeol Soc, V (2005), 11–23<br />

Peterkin, T 2007 ‘Bronze Age brew proves a vintage ale’, Sunday Telegraph,<br />

13/08/2007<br />

http://www.telegraph.co.uk/science/science-news/3303248/Bronze-Age-brewproves-a-vintage-ale.html<br />

Pickin, J 2000, Knock Fell, Survey, DES 2000, 22<br />

Russell-White, C J 1990 ‘The East Rhins of <strong>Galloway</strong>’ in Buckley, V (ed) 70-6<br />

<strong>A75</strong>B/0/1659 12 CFA


APPENDIX 1: SUMMARY OF EVALUATION TRENCHES<br />

Trench<br />

No.<br />

Field Length<br />

(m)<br />

Width<br />

(m)<br />

Depth of<br />

overburden<br />

min / max (m)<br />

Comments<br />

1 6 34 2 0.15 / 1.4 Grass/Bracken, Reeds. Water main (101)<br />

2 7 51 2 0.2 / 1.3 Peat<br />

3 7 7 6 0.2 Grass<br />

4 7 50 2 0.2 / 1.1 Peat<br />

5 7 11 2 0.2 Grass & Bedrock<br />

6 7 27 2 0.2 Grass & Bedrock<br />

7 7 27 2 0.1 / 0.7 Grass, Peat & Bedrock<br />

8 7 30 2 0.25 / 0.5 Peat<br />

9 7 28 2 0.3 / 0.5 Peat<br />

10 7 20 2 0.5 / 1.8 Peat<br />

11 7 26 2 0.45 / 1.7 Peat<br />

12 7 26 2 0.4 / 1.7 Peat<br />

13 7 9 4 0.3 Grass & Bracken<br />

14 8 47 3.4 0.3 / 0.5 Grass & Bracken. Field Clearance S<strong>to</strong>nes<br />

(1401). Linear Ditch (1403)<br />

15 8 34 3 0.5 / 0.65 Made Ground (1502) under and over peat.<br />

Field Clearance S<strong>to</strong>nes (1501)<br />

16 8 32 2 0.25 / 0.35 Grass<br />

17 8 28 2 0.25 / 0.35 Grass<br />

18 8 15 2 0.25 Grass<br />

19 8 8 6.5 0.25 Grass<br />

20 8 30 2 0.25 Grass<br />

21 8 37 2 0.25 Grass<br />

22 8 17 2 0.25 Grass<br />

23 8 31 2 0.25 Grass<br />

24 8 16 2 0.25 Grass<br />

25 8 36 2 0.25 Grass<br />

26 8 27 2 0.25 Grass<br />

27 8 22 2 0.25 Grass<br />

28 8 8 2 0.25 Grass<br />

29 8 27 2 0.25 Grass<br />

30 8 14 2 0.25 Grass<br />

31 8 39 2 0.25 Grass<br />

32 8 32 2 0.25 Grass<br />

33 8 23 2 0.25 Grass<br />

34 8 16 2 0.25 Grass<br />

35 10 25 2 0.3 Grass, Reeds, Bog Myrtle<br />

36 10 51 2 0.3 Grass, Reeds, Bog Myrtle<br />

37 10 52 2 0.35 / 0.45 Grass, Reeds, Bog Myrtle<br />

38 10 37 2 0.2 / 0.6 Grass, Reeds. Linear Ditch (3801)<br />

39 10 31 2 0.3 / 0.45 Reeds, Bog Myrtle<br />

40 10 54 2 0.3 Reeds, Bog Myrtle<br />

41 10 36 2 0.3 Reeds, Bog Myrtle<br />

42 10 18 2 0.25 Reeds, Bog Myrtle<br />

43 10 28 2 0.25 Grass, Reeds, Bog Myrtle<br />

44 10 19 2 0.4 Grass, Reeds, Bog Myrtle, Brushwood<br />

45 1 30 2-4 0.2 / 0.5 Grass, Reeds. Burnt Mound (4501-3). Two<br />

Water Pipes (4504, 4506)<br />

46 1 18 2 0.3 Grass, Reeds<br />

2A 2 59 1.8 0.25 / 0.4 Grass, Bracken<br />

2B 2 45 1.8 0.4 / 0.45 Grass, Bracken<br />

2C 2 40 1.8 0.3 / 0.35 Grass, Bracken<br />

2D 2 15 1.8 0.25 Grass, Bracken<br />

<strong>A75</strong>B/0/1659 13 CFA


Trench<br />

No.<br />

Field Length<br />

(m)<br />

Width<br />

(m)<br />

Depth of<br />

overburden<br />

min / max (m)<br />

Comments<br />

4A 4 40 1.8 0.15 Grass<br />

4B 4 39 1.8 0.15 Grass<br />

4C 4 36 1.8 0.15 Grass<br />

4D 4 50 1.8 0.3 / 0.35 Grass, Field Drain (403)<br />

4E 4 49 1.8 0.3 Grass<br />

4F 4 53 1.8 0.3 Grass<br />

4G 4 50 1.8 0.4 Grass<br />

4H 4 30 1.8 0.5 Grass<br />

4I 4 48 1.8 0.25 / 0.55 Grass, Field Drain (405), Water Pipe (407)<br />

4J 4 56 1.8 0.4 Grass<br />

4K 4 49 1.8 0.25 / 0.4 Grass<br />

4L 4 50 1.8 0.25 Grass<br />

4M 4 30 1.8 0.35 Grass<br />

4N 4 5 1.8 0.3 Grass<br />

4O 4 30 1.8 0.3 / 0.35 Grass<br />

4P 4 15 1.8 0.15 Grass<br />

9A 9 24 1.8 0.25 Grass<br />

9B 9 28 1.8 0.3 Grass<br />

9C 9 34 1.8 0.35 Grass<br />

9D 9 24 1.8 0.35 Grass<br />

9E 9 28 1.8 0.25 / 0.4 Grass<br />

9F 9 24 1.8 0.3 Grass<br />

9G 9 20 1.8 0.3 Grass<br />

9H 9 23 1.8 0.3 Grass<br />

9I 9 24 1.8 0.25 / 0.3 Grass<br />

9J 9 30 1.8 0.25 / 0.35 Grass<br />

9K 9 42 1.8 0.25 / 0.35 Grass<br />

9L 9 51 1.8 0.25 / 0.35 Grass<br />

9M 9 40 1.8 0.25 / 0.35 Grass<br />

9N 9 19 1.8 0.25 Grass<br />

9O 9 17 1.8 0.2 / 0.25 Grass<br />

<strong>A75</strong>B/0/1659 14 CFA


APPENDIX 2: CONTEXT REGISTER<br />

Context No. Trench/Area Fill of Type Description<br />

001 Topsoil<br />

002 Buried soils/peats<br />

003 Natural subsoil<br />

101 Trench 1 Cut Linear cut for water main<br />

102 Trench 1 101 Deposit Mixed fill over quarry dust<br />

1401 Trench 14 Deposit Field clearance s<strong>to</strong>nes over whole<br />

trench<br />

1402 Trench 14 Deposit Topsoil and matrix around s<strong>to</strong>nes at<br />

WSW end of trench<br />

1403 Trench 14 Cut Linear cut for ditch<br />

1404 Trench14 1403 Deposit Lumps of redeposited grey/orange clay<br />

silt natural subsoil<br />

1405 Trench 14 Deposit Lumps of redeposited grey/orange clay<br />

silt natural subsoil<br />

1406 Trench 14 Deposit Matrix around s<strong>to</strong>nes. Brown-grey clay<br />

silt<br />

1901 Trench 19 Cut Cut for borehole<br />

1902 Trench 19 Deposit Gravel, soil, ben<strong>to</strong>nite fill, and plastic<br />

pipe<br />

3201 Trench 32 Deposit Dark soil with charcoal flecks and dark<br />

red s<strong>to</strong>nes<br />

3801 Trench 38 Cut Linear cut for shallow ditch<br />

3802 Trench 38 3801 Deposit Peat with charcoal lumps<br />

4501 Trench 45 Deposit Burnt mound material with peat matrix<br />

4502 Trench 45 Deposit Burnt mound material with black<br />

matrix<br />

4503 Trench 45 Deposit Burnt mound material with lens, in S of<br />

trench<br />

4504 Trench 45 Cut Linear cut<br />

4505 Trench 45 4504 Deposit Wet soil and blue plastic water pipe<br />

4506 Trench 45 Cut Linear cut<br />

4507 Trench 45 4506 Deposit Wet soil and black plastic water pipe<br />

4508 Trench 45 Deposit Mid brown poorly humified peat<br />

4509 Trench 45 Deposit Light brown porly humified peat<br />

403 Trench 4D Cut Cut of narrow and shallow gully/field<br />

drain<br />

404 Trench 4D 403 Deposit Mid greyish brown sandy silt<br />

405 Trench 4I Natural subsoil<br />

406 Trench 4I Natural subsoil<br />

407 Trench 4I Cut Cut for cast-iron pipe {408}<br />

408 Trench 4I Cast-iron pipe in [407]<br />

409 Trench 4I 407 Deposit Re-deposited natural<br />

<strong>A75</strong>B/0/1659 15 CFA


APPENDIX 3: PHOTOGRAPH REGISTER<br />

SLR No. Digital No Contexts/description Taken From Conditions<br />

1 Access gate in<strong>to</strong> field 7 SE Sunny<br />

2 Access gate field 7 in<strong>to</strong> field 6 SE Sunny<br />

3 General view of above gates NE Sunny<br />

4 General view of trenches 1 & 2, field 6, pre-ex NE Sunny<br />

5 General view of field 7, pre-ex NW Sunny<br />

6 General view of field 7, pre-ex W Sunny<br />

7 General view of field 7, pre-ex SW Bright<br />

8 Trench 1 SSE facing section in peat, showing<br />

peat over bedrock. General<br />

SSE<br />

9 Trench 1 SSE facing section in peat, showing SSE<br />

peat over bedrock. Close-up<br />

10 Trench 1, general view WSW<br />

11 Trench 1, general view ENE<br />

12 Trench 1, deep peat area at SW end ENE Overcast<br />

13 Trench 1, backfilled ENE Dull<br />

14 Trench 2, WNW facing peat section WNW Dull<br />

15 Trench 2, excavated WSW Dull<br />

16 Trench 2, excavated ENE Dull<br />

17 Trench 3, general view WNW Dull<br />

18 Trench 3, excavated ENE Dull<br />

19 Trench 4, excavated WSW Dull<br />

20 Trench 4, peat section in mid trench WNW Dull<br />

21 Trench 4, excavated ENE Dull<br />

22-23 Area of trenches 5 & 6, pre-ex WNW Dull<br />

24 Trench 4, view of s<strong>to</strong>ny subsoil in trench base WSW Dull<br />

25 Trench 5, excavated WSW Dull<br />

26 Trench 5, excavated NNE Dull<br />

27 Trench 5, soil section, mid trench WNW Overcast<br />

28 Trench 6, excavated WSW Dull<br />

29 Trench 6, general view NW Dull<br />

30 Trench 6, excavated ENE Dull<br />

31 Trench 7, excavated S Dull<br />

32 Trench 7, excavated, general view, with W Dull<br />

trenches 8 & 9 beyond<br />

33 Trench 8, excavated, general view ENE Dull<br />

34 Trench 8, peat section at ENE end SE Dull<br />

35 Trench 8, general view of WSW end ENE Dull<br />

36 Trench 8, general view WSW Dull<br />

37 Trench 8, natural cup marks in bedrock Dull<br />

38 Trench 9, excavated, general view WSW Dull<br />

39 Trench 9, soil/peat section WNW Dull<br />

40 Trench 9, excavated, general view ENE Dull<br />

41 Trench 9, excavated, close-up ENE Dull<br />

42-43 Trench 10, excavated, ENE end ENE Dull<br />

44 Trench 10, section at ENE end WNW Dull<br />

45-48 Trench 10, excavated ENE Dull<br />

49-50 Trench 10, general view WSW Dull<br />

51 Trench 10, location in bog W Dull<br />

52 Trench 10, general view, with added water WSW Dull<br />

53-54 Trench 8, view of area NNW Dull<br />

55-56 Field 7, Bog mats used <strong>to</strong> cross culvert/drainage W<br />

ditch<br />

Overcast<br />

57-58 Trench 11, peat section at WSW end ENE Dull<br />

59 Trench 11, large log (2.2m x 0.3m) on spoil<br />

heap<br />

E<br />

<strong>A75</strong>B/0/1659 16 CFA


SLR No. Digital No Contexts/description Taken From Conditions<br />

60 Trench 11, excavated, general view ENE Dull<br />

61 Trench 11, peat section at ENE end NNW Dull<br />

62-64 Trench 12, peat section at WSW end NE Dull<br />

65 Trench 12, excavated ENE Dull<br />

66 Trench 12, peat section, mid trench NNW Overcast<br />

67 Trench 12, excavated WSW Dull<br />

68 Field 8, pre-ex WSW Overcast<br />

69-72 Access in<strong>to</strong> field 9 Overcast<br />

73-74 Fence access in<strong>to</strong> field 8 after bracken removed S Overcast<br />

75-76 Trench 13, excavated ENE Overcast<br />

77 Trench 14, pre-ex WSW Overcast<br />

78 Trench 14, patch of s<strong>to</strong>nes within trench area,<br />

pre-ex<br />

NNW Overcast<br />

79 Trench 14, possible rig and furrow at ENE end NNW Overcast<br />

80 Trench 14, working shot showing field<br />

clearance s<strong>to</strong>nes (1401)<br />

WSW Overcast<br />

81 Trench 14, ENE facing section showing field<br />

clearance s<strong>to</strong>nes (1401)<br />

ENE Overcast<br />

1-2 82 Trench 14, excavated, general view ENE Overcast<br />

3-4 83 Trench 14, excavated, view of s<strong>to</strong>nes (1401) W Overcast<br />

over subsoil at ENE end<br />

5-6 84 Trench 14, general views of section NE Overcast<br />

7-8 85 Trench 14, general views of section NNW Overcast<br />

9-10 86 Trench 14, ditch [1403] NNW Overcast<br />

11-12 87 Trench 14, ditch [1403], close-up NNW Overcast<br />

13-14 88 Trench 14, drawn section at WSW end ENE Overcast<br />

15-16 89-90 Trench 15, excavated, general view WSW Sunny<br />

17-18 91 Trench 15, excavated, general view ENE Sunny<br />

19-20 92 Trench 15, section 1 SSE Sunny<br />

21-22 93-94 Trench 15, section 2 NNW Shade<br />

23-24 95 Trench 15, section 3 SSE Sunny<br />

25-26 96-99 Trench 15, section 4 NNW Shade<br />

100-103 Trench 15, metal railway fence support and<br />

wire tensioner on modern fence line<br />

104 Trench 18, general view SW Sunny<br />

105 Trench 18, natural curvilinear feature W Sunny<br />

106 Trench 18, SE facing section SE Sunny<br />

107 Trenches 16, 17 & 18, general view WSW Sunny<br />

108 Trench 17, general view WSW Sunny<br />

109-110 Trench 17, section at WSW end SSE Sunny<br />

111 Trench 17, section at ENE end SSE Sunny<br />

112 Trench 17, general view ENE Sunny<br />

113 Trench 16, general view ENE Sunny<br />

114-115 Trench 16, section at ENE end SSE Sunny<br />

116 Trench 16, section at WSW end SSE Sunny<br />

117 Trench 16, general view WSW Sunny<br />

118-121 Site panorama including Field 9 trenches from NW - NE Sunny<br />

N of Field 8<br />

122-123 Field 9, from field 8 W Sunny<br />

124 Trench 20, section NW Overcast<br />

125 Trench 20, general view SW Overcast<br />

126 Trench 20, general view NE Overcast<br />

127 Trench 19, mottled patches of brown and black<br />

soil with charcoal flecks<br />

SSE Overcast<br />

128 Trench 19, mottled patches of brown and black<br />

soil with charcoal flecks<br />

WSW Overcast<br />

129 Trench 19, Pleizometer borehole with ben<strong>to</strong>nite W Overcast<br />

<strong>A75</strong>B/0/1659 17 CFA


SLR No. Digital No Contexts/description<br />

clay grouting and blue pipe (1901-2)<br />

Taken From Conditions<br />

130 Trenches 16 & 17, with Lankelma cone<br />

penetration rig beyond<br />

E Overcast<br />

131-132 Trench 19, general view SSE Bright<br />

133 Trench 21, general view SSE Sunny<br />

134 Percussion rig operating at SW end of trench 20 SW<br />

135 Trench 21, section, med trench WSW Sunny<br />

136 Trench 21, general view, mid trench S Sunny<br />

137 Trench 21, general view NNW Sunny<br />

138 Trench 22, orange patch in mid trench, with<br />

water filled section<br />

S Overcast<br />

139 Trench 22, general view SE Bright<br />

140 Trench 23, general view NW Sunny<br />

141 Trench 23, general view NE Sunny<br />

142 Trench 23, general view of subsoil surface SE Sunny<br />

143 Trench 24, orange-brown s<strong>to</strong>ny patch prior <strong>to</strong><br />

removal<br />

S Bright<br />

144 Trench 24, orange-brown s<strong>to</strong>ny patch prior <strong>to</strong><br />

removal<br />

E Bright<br />

145 Trench 24, orange-brown s<strong>to</strong>ny patch almost<br />

removed<br />

E Bright<br />

146 Trench 24, orange-brown s<strong>to</strong>ny patch almost<br />

removed<br />

S Bright<br />

147-149 Trench 24, view of W facing section WNW - W Bright<br />

150 Trench 24, general view S Bright<br />

151 Trench 25, SSE facing section SSE Overcast<br />

152 Trench 25, general view WSW Overcast<br />

153 Trench 25, general view ENE Overcast<br />

154 Trench 27, general view WNW Overcast<br />

155 Trench 27, general view ESE Overcast<br />

156 Trench 26, general view ESE Overcast<br />

157 Trench 26, general view WNW Overcast<br />

158 Trench 28, general view NNW Bright<br />

159 Trench 28, ENE facing section NE Bright<br />

160 Trench 29, general view SSE Overcast<br />

161 Trench 29, general view NNW Overcast<br />

162 Trench 29, ENE facing section ENE Overcast<br />

163-164 Field 8, area of trenches 16 <strong>to</strong> 33 NW Overcast<br />

165 Field 8, area of trenches 16 <strong>to</strong> 33 W Overcast<br />

166 Trench 30, general view NNW Overcast<br />

167 Trench 30, close-up NNW Overcast<br />

168 Trench 30, general view SSE Overcast<br />

169-170 Trench 31, section at WSW end SSE Overcast<br />

171 Trench 31, general view WSW Overcast<br />

172 Trench 31, general view ENE Overcast<br />

173-177 Tree stumps and dumped boulders in area<br />

between fence and railway cutting<br />

178 Trench 32, patch of charcoal flecks in dark silty NW<br />

matrix (3201), close-up<br />

Overcast<br />

179 Trench 32, patch of charcoal flecks in dark silty NW<br />

matrix (3201), general<br />

Overcast<br />

180 Trench 32, view of area of (3201) after<br />

sampling<br />

E Wet<br />

181 Trench 32, general view SW Wet<br />

182 VOID<br />

183-184 Trench 32A, extension <strong>to</strong> NNW, area of (3201)<br />

in foreground<br />

SSE Wet<br />

<strong>A75</strong>B/0/1659 18 CFA


SLR No. Digital No Contexts/description Taken From Conditions<br />

185 Trench 33, general view SW Bright<br />

186-187 Trench 33, section at SW end NE Overcast<br />

188 Trench 34, general view WSW Bright<br />

189-190 Trench 34, section at WSW end ENE Bright<br />

191-192 Field 8, trenches 16 <strong>to</strong> 34, general view NW Overcast<br />

193-197 Field 8, general view of backfilled trenches N Overcast<br />

198-199 Local wildlife and conditions (Adder)<br />

200-201 Railway fence <strong>to</strong> W of Blairderry Bridge E Overcast<br />

202-204 Fence from railway in<strong>to</strong> field 8, repaired S Overcast<br />

205 Trench 35, general view W Dull<br />

206 Trench 35, general view E Dull<br />

207-208 Trench 35, section, mid-trench N Dull<br />

209 Trench 36, general view W Dull<br />

210 Trench 36, general view E Dull<br />

211 Trench 36, large boulders in base of trench<br />

212 Trench 36, section, mid-trench N Dull<br />

213-216 Field 10, general views<br />

217 Trench 37, pre-ex, showing prominent knoll NW Sunny<br />

218 Trench 37, pre-ex, showing prominent knoll N Sunny<br />

219 Trench 37, pre-ex, showing prominent knoll NE Sunny<br />

220 Trench 37, surface of bedrock knoll ENE Sunny<br />

221 Trench 37, knoll de-turfed, bedrock showing WSW Sunny<br />

222 Trench 37, surface of bedrock knoll ENE Sunny<br />

223 Trench 37, ENE side of bedrock knoll ENE Sunny<br />

224 Trench 37, general view ENE Sunny<br />

225-227 Trench 37, section at ENE end of trench Sunny<br />

228-230 Trench 37, section at WSW end of trench SSE Bright<br />

231 Trench 38, sondage at WSW end showing ditch NE<br />

[3801]<br />

Bright<br />

232-234 Trench 38, ditch [3801], NNW facing section, NNW Bright<br />

general and close-up<br />

235-236 Trench 38, SSE facing section ditch [3801] SSE Bright<br />

237 Trench 38, general view WSW Bright<br />

238 Trench 38, general view ENE Bright<br />

239 Trench 38, shattered bedrock in ENE end of<br />

trench<br />

WSW Bright<br />

240-242 Trench 39 location and general views of field<br />

Overcast<br />

10 from <strong>A75</strong><br />

243 Trench 39, general view WSW Overcast<br />

244 Trench 39, general view ENE Overcast<br />

245 Trench 40, general view WSW Sunny<br />

246 Trench 40, bedrock knoll, mid-trench ENE Sunny<br />

247 Trench 40, general view ENE Sunny<br />

248-250 Field 10, general views from near water main NW Bright<br />

251-252 Field 8 and railway bridge NE Bright<br />

253 Trench 41, excavated, showing peat E Overcast<br />

254 Trench 41, general view WSW Bright<br />

255 Trench 41, general view ENE Bright<br />

256 Trench 41, general view of area from bedrock<br />

knoll in trench 37<br />

NE Bright<br />

257 Trench 41, section at ENE end of trench WSW Bright<br />

258 Trench 42, general view E Bright<br />

259 Trench 42, shattered surface bedrock in base of E Bright<br />

trench<br />

260 Trench 42, general view from <strong>A75</strong> E Bright<br />

261 Trench 42, section at E end of trench S Bright<br />

262 Trench 43, general view E Sunny<br />

<strong>A75</strong>B/0/1659 19 CFA


SLR No. Digital No Contexts/description Taken From Conditions<br />

263 Trench 43, general view W Bright<br />

264 Trench 43, W facing section W<br />

265 Trench 44, general view W Sunny<br />

266 Trench 44, general view W Sunny<br />

267 Trench 44, general view showing location E Sunny<br />

between railway track bed and fence<br />

268 Trench 44, S facing section S Bright<br />

269 Field 10, access from railway after machine exit N Sunny<br />

270 Field 10, access from railway after machine exit S Sunny<br />

271 Field 1, access gate in<strong>to</strong> field from farm access SE Sunny<br />

272-274 Field 1, Trench 45, pre-ex N Bright<br />

275 Trench 45, general view S Bright<br />

276-277 Trench 45, excavated W Bright<br />

278-279 Trench 45, water pipes in base of trench Bright<br />

280 Trench 45, section <strong>to</strong> W of burnt s<strong>to</strong>nes S Bright<br />

281 Trench 45, burnt spread partially uncovered SW Sunny<br />

282 VOID Bright<br />

283 Trench 45, tree clearance <strong>to</strong> allow trench<br />

extension <strong>to</strong> E<br />

W Bright<br />

284 Trench 45, examples of burnt material with<br />

black matrix (4501) exposed in base of trench<br />

Overcast<br />

285 VOID Overcast<br />

286 VOID Overcast<br />

287-289 Trench 45, section at N edge showing burnt<br />

s<strong>to</strong>ne (4501)<br />

S Overcast<br />

290-294 Trench 45, general views of flooded trench and<br />

general views W and S from trench 45<br />

Sunny<br />

295 Trench 46, excavated, general view W Sunny<br />

296 Trench 46, excavated, general view showing W Sunny<br />

bedrock ridge in base of trench<br />

297 Trench 46, general view E Sunny<br />

298 Trench 46, section S Sunny<br />

299 Test pit 2, excavated <strong>to</strong> natural at water table W Overcast<br />

300 Test pit 2, W facing section W Overcast<br />

301 Test pit 1, excavated <strong>to</strong> natural at water table W Overcast<br />

302 Test pit 1, W facing section W Overcast<br />

303 Test pits 1 & 2 and trench 45, general view SSW Overcast<br />

304-311 Field 1, general views of site location S Overcast<br />

312 Test pit 3, general view S Dull<br />

313 Test pit 3, S facing section S Dull<br />

314 Test pit 3, plan view showing large s<strong>to</strong>nes in<br />

natural subsoil<br />

S Dull<br />

315-319 Trench 45, sondage <strong>to</strong> S on W of trench, W<br />

facing section, general and close-up views<br />

W Wet<br />

320-323 Trench 45, sondage <strong>to</strong> S on E of trench, W W Wet<br />

facing section<br />

324 Trench 45, sondage <strong>to</strong> S on W of trench S Wet<br />

325 Trench 9a, pre-ex NW Wet<br />

326 Trench 9b, pre-ex NW Wet<br />

327 Trench 9c, pre-ex NE Wet<br />

328 Trench 9d, pre-ex NE Wet<br />

329 Trench 9e. Pre-ex W Clear<br />

330 Trench 9f, pre-ex NW Clear<br />

331 Trench 9g, pre-ex NW Overcast<br />

332 Trench 9h, pre-ex NW Clear<br />

333 Trench 9i, pre-ex NW Sunny<br />

334 Trench 9j W Sunny<br />

<strong>A75</strong>B/0/1659 20 CFA


SLR No. Digital No Contexts/description Taken From Conditions<br />

335 Trench 9i. general section shot Sunny<br />

336 Trench 9k, post-ex E Sunny<br />

337 Trench 9l, post-ex E Sunny<br />

338 Trench 9l, probable furrow, post-ex NE Sunny<br />

339 Trench 9l, probable furrow, post-ex W Sunny<br />

340 Trench 9k, general section shot Sunny<br />

341 Trench 9m, post-ex E Sunny<br />

342 Trench 9m, post-ex E Sunny<br />

343 Field 9, working shot Sunny<br />

344 Trench 9n, post-ex E Sunny<br />

345 Trench 9o, post-ex N Sunny<br />

346 Field 4, fence line prior <strong>to</strong> access W Sunny<br />

347 Field 4, fence line access point Sunny<br />

348 Field 4, fence line access point Sunny<br />

349 Trench 4a, post-ex SW Sunny<br />

350 Trench 4c, post-ex SW Wet<br />

351 Trench 4c, working shot showing conditions SW Wet<br />

352 Trench 4b, post-ex NE Wet<br />

353 Trench 4d, s<strong>to</strong>ne-holes, pre-ex N Wet<br />

354 Trench 4d, s<strong>to</strong>ne-holes, post-ex N Wet<br />

355 Trench 4d, post-ex NE Wet<br />

356 Trench 4d, post-ex, showing field drains SW Wet<br />

357 Trench 4d, rubble field drains NW Dry<br />

358 Trench 4d, probable field drain SW Dry<br />

359 Trench 4e, post-ex NE Overcast<br />

360 Trench 4g, post-ex NE Overcast<br />

361 Trench 4g, soil profile Overcast<br />

362 Trench 4f, post-ex NE Overcast<br />

363 Trench 4j, post-ex SW Wet<br />

364 Trench 4j, general shot, section NW<br />

365 Trench 4j, post-ex NE Overcast<br />

366 Trench 4j, post-ex NE Sunny<br />

367 Trench 4h, post-ex SW Sunny<br />

368 Trench 4i, post-ex, showing cut [407] NE Wet<br />

369 Trench 4i, post-ex SW Clear<br />

370 Trench 4i, post-ex NE Overcast<br />

371 Trench 4k, post-ex NE Overcast<br />

372 Trench 4k, post-ex NE Overcast<br />

373 Trench 4i, SW facing section SW Wet<br />

374 Trench 4i, general shot of conditions Wet<br />

375 Trench 4i, post-ex shot of sondage SW Wet<br />

376 Trench 4k, post-ex NE Wet<br />

377 Trench 4l, post-ex NW Overcast<br />

378 Trench 4m, working shot NE Overcast<br />

379 Granite roller excavated from trench 4m<br />

380 Trench 4n, cut of [407] SW Clear<br />

381 Trench 4o, post-ex SW Clear<br />

382-388 Field 4, general shots of backfilled trenches Bright<br />

389 Trench 4p, post-ex Bright<br />

390 Trenches 4a-c, backfilled N Overcast<br />

391 Trenches 4a-c, backfilled SE Overcast<br />

392-395 Field 2, general shot of access gate Overcast<br />

396 General shot of <strong>A75</strong> after machine crossing Overcast<br />

397 Field 2, access after entry Overcast<br />

398 Trench 2a, excavation E Overcast<br />

399 Trench 2a, post-ex E Overcast<br />

400 Trench 2a, rock outcrop E Overcast<br />

<strong>A75</strong>B/0/1659 21 CFA


SLR No. Digital No Contexts/description Taken From Conditions<br />

401 Trench 2b, working shot<br />

402 Trench 2b, post-ex<br />

403 Trench 2c, post-ex E Sunny<br />

404 Trench 2d, post-ex W Sunny<br />

405 Trench 2d, peat profile N Sunny<br />

406 Trench 2d, peat profile N Sunny<br />

407 Field 2, access Wet<br />

<strong>A75</strong>B/0/1659 22 CFA


APPENDIX 4: DRAWINGS REGISTER<br />

Dwg No. Sheet No. Scale Plan / Section Description/contexts<br />

1 1 1:10 Section Trench 14, E facing section. Contexts (1401)-<br />

(1402)<br />

2 1+2 1:20 Section Trench 14, N facing section. Contexts (1401)-<br />

(1406)<br />

3 1+2 1:20 Plan Trench 14, plan of E end. Contexts [1403]-(1404)<br />

4 DB 1:100 Plan Trench 1 plan. Contexts (101)-(102)<br />

5 3 1:10 Section Trench 15, section 1. Contexts (1500), (1502)-<br />

(1503)<br />

6 3 1:10 Section Trench 15, section 2. Contexts (1500)-(1503)<br />

7 3 1:10 Section Trench 15, section 3. Contexts (1500), (1502)-<br />

(1503)<br />

8 3+4 1:10 Section Trench 15, section 4. Contexts (1500)-(1502)<br />

9 3 1:100 Plan Trench 15, showing location of drawings # 5-8<br />

10 4 1:10 Section Trench 38, section showing ditch [3801], (3802)<br />

11 5 1:10 Section Trench 45, sondage, showing (4501)<br />

12 5,6+7 1:50 Plan Trench 45, plan of E end. Contexts (4501)-(4502)<br />

13 6 1:20 Section Trench 45, section A-B. Contexts (4501)-(4503)<br />

14 6 1:20 Section Trench 45, section C-D. Contexts (4501)-(4503)<br />

15 8 1:10 Section Representative section trench J, field 9<br />

16 8 1:50 Plan Trench K, field 9<br />

17 8 1:50 Plan Trench D, field 4<br />

18 8 1:10 Section Cut of field drain, trench D, field 4<br />

19 8 1:10 Section Representative section trench G, field 4<br />

20 9 1:50 Plan Part of trench H, field 4<br />

21 9 1:50 Plan Part of trench H, field 4<br />

22 9 1:50 Plan Part of trench I, field 4. Context [407]<br />

23 9 1:20 Section Section trench I, field 4. Contexts [407]. (406),<br />

(405)<br />

24 9 1:50 Plan Part of trench K, field 4<br />

25 9 1:50 Plan Part of trench L, field 4<br />

26 9 1:50 Plan Part of trench A, field 4<br />

27 9 1:50 Plan Part of trench M, field 4<br />

28 10 1:50 Plan Trench N, field 4<br />

29 10 1:50 Plan Trench C, field 2<br />

APPENDIX 5: SAMPLES REGISTER<br />

Sample No. Context Feature Sample type Volume<br />

1 1404 1403 Bulk 12l<br />

2 1405 Bulk 12l<br />

3 1406 Bulk 12l<br />

4 1503 Bulk 12l<br />

5 001 Bulk 12l<br />

6 3201 Bulk 12l<br />

7 3802 3801 Bulk 12l<br />

8 003 Bulk 12l<br />

9 4502 Bulk 12l<br />

<strong>A75</strong>B/0/1659 23 CFA


Field 3<br />

Field 1<br />

Field 4<br />

Field 2


Field 6<br />

Field 7<br />

Field 8


Field 9<br />

Field 10


The copyright in this document (including its electronic form) shall remain vested in CFA Archaeology Ltd (CFA) but the Client shall<br />

have a licence <strong>to</strong> copy and use the document for the purpose for which it was provided. CFA shall not be liable for the use by any<br />

person of this document for any purpose other than that for which the same was provided by CFA. This document shall not be<br />

reproduced in whole or in part or relied upon by third parties for any use whatsoever without the express written authority of CFA.<br />

Key:<br />

Scale:<br />

Fig. No: Revision: Client:<br />

4-5 A His<strong>to</strong>ric Scotland<br />

Project:<br />

Trench 45<br />

Fig. 4 - View of the burnt mound location from the south on Dirlaughlin Hill<br />

Fig. 5 - Trench 45 after overnight rain<br />

<strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>,<br />

<strong>Dumfries</strong> & <strong>Galloway</strong>.<br />

Archaeological Evaluation & Mitigation Strategy<br />

Drawn by: Page No:<br />

LW<br />

Report No:<br />

1659


The copyright in this document (including its electronic form) shall remain vested in CFA Archaeology Ltd (CFA) but the Client shall<br />

have a licence <strong>to</strong> copy and use the document for the purpose for which it was provided. CFA shall not be liable for the use by any<br />

person of this document for any purpose other than that for which the same was provided by CFA. This document shall not be<br />

reproduced in whole or in part or relied upon by third parties for any use whatsoever without the express written authority of CFA.<br />

Fence line<br />

TP 2<br />

003<br />

TP 3<br />

003<br />

A<br />

003<br />

TP 1<br />

003<br />

Plastic water pipe<br />

Plastic water pipe<br />

003<br />

003<br />

4502<br />

4501<br />

003<br />

4502<br />

4502<br />

003<br />

4502<br />

Fig. No: Client:<br />

6-7 His<strong>to</strong>ric Scotland<br />

Project:<br />

003<br />

<strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong><br />

<strong>Carriageway</strong>, <strong>Dumfries</strong> & <strong>Galloway</strong>.<br />

Archaeological Evaluation &<br />

Mitigation Strategy<br />

0 5 m<br />

1 m<br />

Fig. 6 - Trench 45, Plan of the burnt mound (4501-2)<br />

B<br />

A B<br />

001<br />

001<br />

TP 1<br />

Drawn by: Page No:<br />

LW<br />

4508<br />

4501 4501<br />

4503<br />

003<br />

001<br />

4509<br />

003<br />

Fig. 7 - Trench 45, west-facing section showing the burnt mound (4501) and peat profile <strong>to</strong> the south<br />

0 1 m<br />

50 cm<br />

Report No:<br />

1659


The copyright in this document (including its electronic form) shall remain vested in CFA Archaeology Ltd (CFA) but the Client shall<br />

have a licence <strong>to</strong> copy and use the document for the purpose for which it was provided. CFA shall not be liable for the use by any<br />

person of this document for any purpose other than that for which the same was provided by CFA. This document shall not be<br />

reproduced in whole or in part or relied upon by third parties for any use whatsoever without the express written authority of CFA.<br />

Fig. 8 - Burnt s<strong>to</strong>ne lens (4503) mid-way up peat section <strong>to</strong><br />

south of burnt mound<br />

Key:<br />

Scale:<br />

Fig. 10 - Trench 10 in Field 7 looking east<br />

Fig. 12 - Looking West over backfilled trenches in Field 8<br />

with the boggy Field 7 in the distance<br />

Fig. No: Revision: Client:<br />

8-13 A His<strong>to</strong>ric Scotland<br />

Project:<br />

Fig. 9 - Test trench in<strong>to</strong> the burnt mound showing the s<strong>to</strong>nes<br />

(4501) in section<br />

Fig. 11 - Surface field clearance s<strong>to</strong>nes (1401) in Trench 14<br />

prior <strong>to</strong> excavation<br />

Fig. 13 - Ditch (3801) in section from the north<br />

<strong>A75</strong> <strong>Cairn<strong>to</strong>p</strong> <strong>to</strong> <strong>Barlae</strong> <strong>Dual</strong> <strong>Carriageway</strong>,<br />

<strong>Dumfries</strong> & <strong>Galloway</strong>.<br />

Archaeological Evaluation & Mitigation Strategy<br />

Drawn by: Page No:<br />

LW<br />

Report No:<br />

1659

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