www.Sarsen.org
A Contrarian’s Obsessive Guide to Stonehenge’s Latest Research
Sunday, 23 August 2026
Friday, 21 August 2026
The Sarsen Transport Routes - A Least Cost Model
A terrain model you can argue with. Open this to understand this post: https://sarsenroute.netlify.app/
Fifty of the fifty-two sarsens at Stonehenge came from West
Woods, near Marlborough. That was settled in 2020 by matching their chemistry
to the source. It leaves the interesting part open: how thirty-tonne stones
travelled 25 km south, across the Vale of Pewsey, to the monument.
Several routes have been proposed over the years, mine among
them. None has field evidence behind it. So rather than argue for another line
on a map, I set out to ask a narrower question:
If the only things that mattered were the shape of the
ground, what it is made of, and the water on it — where would the cheapest road
run?
The answer is not a line. It is a corridor: 37 km², about
5% of the landscape searched. Within that band the terrain barely cares
which way you go.
Doing it blind
I am one of the people with a published route, which is a
problem. So the method was written down and committed before any data arrived,
and the published proposals — including my own — were sealed in a file that
stayed closed until the result was frozen. No proposed route, mine included,
is scored anywhere in the paper.
What the ground says
Four things came out that I did not expect.
The vale crossings are on sand, not clay. National
geological mapping shows the Vale of Pewsey floor as one great smear of Gault
clay and greensand. Zoom in to 1:50,000 and the five places where roads
actually cross the vale turn out to sit on greensand benches — firm
ground — with the real clay lying to the west, between Stert and Urchfont.
Across all 360 model runs, not one metre of route touches Gault. The
clay is real. Nothing goes near it.
There are only five crossings in eleven kilometres of
vale — and adding every footpath and bridleway to the metalled roads adds
no new ones. The same five places. When footpaths don't create new crossings,
the crossings are being fixed by the ground.
Better data made a question harder, not easier. Two
ways down off the Marlborough Downs, 2.8 km apart, are what the model has to
choose between. At 50 m resolution they differ by 1.7% in cost. At 1 m,
measuring the gentlest line the ground allows, they differ by 1.2 percentage
points of gradient. More resolution made them more alike. Huish is
not steep ground.
The bit I find most interesting
With no thumb on the scale, the model preferred the
unused descent.
That isn't a bug, it's a bias — and I suspect it's general.
A 50 m terrain model averages a scarp face. A smooth, unwalked hillside
averages nicely. A hillside with a deep worn track in it averages badly. So the
model kept choosing the easier- looking slope precisely because nobody had ever
used it.
Feed in the evidence that one descent was used and the other
wasn't, and it moves. But the model needed telling. It could not work that out
from the ground alone.
What it can't do
A least-cost path is not a route. It knows nothing about
ownership, tradition, season, weather or who you were allowed to walk past. It
says what the ground permits, not what people did.
And it doesn't reproduce my own route. I think the stones
came down Walkers Hill and crossed the vale beside Honey Street, on a low rise
you can see on the ground. The rise is real — 1 m laser survey and the terrain
model both find it, standing a couple of metres above the ground either side.
What isn't shown is that it was made, or that anyone used it. The model
doesn't go that way, and I've left that disagreement in the paper rather than
tidy it out. A model that agreed with me would be worth less.
Have a go yourself
The model is online as a set of sliders: sarsenroute.netlify.app
Three hundred and sixty routes, pre-solved. Turn up the fear
of hills, or of wet feet, or of river crossings, and watch the corridor move.
There is no correct setting — that's the point. The route is a function of what
you think a hauling party was most afraid of, and the tool makes that
dependence visible instead of hiding it behind one confident line.
The full technical paper, with the method, the data and the
things that went wrong, is on https://www.researchgate.net/publication/413532460_Modelling_the_sarsen_transport_route_West_Woods_to_Stonehenge_A_blind_least-cost_analysis_over_layered_open_data and https://www.academia.edu/172184320/Modelling_the_sarsen_transport_route_West_Woods_to_Stonehenge_A_blind_least_cost_analysis_over_layered_open_data.
Data: OS Terrain 50, BGS Geology, Environment Agency
LIDAR (all Open Government Licence), OpenStreetMap. Analysis and drafting with
Claude and Grok; the errors are mine.
Wednesday, 19 August 2026
Avebury 3D Fly Through
A 3D topographical fly through of the Avebury Landscape - https://avebury-3d-flythru.netlify.app/ . Play with it and get back to me with comments. It is schematic and only shows a sample of the monuments, but importantly it shows Silbury in relation to its neighbouring hills.
All built with Open Source Data so is freely shareable.
The various periods which you can switch between in the 3d model.
Tuesday, 18 August 2026
Why We Still Don’t Know Where Britain’s “Missing” Neolithic Ancestry Came From
Friday, 14 August 2026
The Plain Truth About Wildfires
Chalk downland has three available trajectories, and only one preserves the habitat as designated. It can be grazed to a standard. It can burn. Or it can be under-grazed, in which case succession returns it to coarse grass, scrub and ultimately wood — though the route to wood runs through a long phase of high fire hazard, so the third option tends to collapse into the second. The largest chalk grassland in north-west Europe has been demonstrating what the second produces for the better part of a century.
The habitat is semi-natural, a product of clearance and sustained grazing rather than undisturbed succession. The sheep-and-fold system held the downs open by grazing the hill and folding the flock on valley arable, exporting nutrients from hill to field year on year. That impoverishment is the basis of the botanical interest: low herbs persist because nothing vigorous can establish to shade them out. The habitat therefore has no equilibrium of its own.
Prescriptions have shifted over the last two decades from a uniformly short sward with zero tolerance of scrub toward structural mosaics, on the sound grounds that short turf serves a narrow suite of species and little else. Marsh fritillary and Duke of Burgundy, both notified features of Salisbury Plain, require tall tussocky vegetation and successional scrub margins. Structural diversity, however, means standing dead material — upright brome and tor-grass, unpalatable past early summer, accumulating a dense basal layer annually, and favoured by nitrogen deposition into a system whose interest depends on being nutrient-poor. In spring the taller sward retains moisture; in drought the same material cures into fuel.
The uncontrolled experiment
Salisbury Plain Training Area holds roughly 390 square kilometres of chalk under military control since 1897, with the SSSI, SAC and SPA covering 19,690 hectares and notified for twenty-five features. Grazing is logistically constrained: stock must be enclosed and moved around firing schedules, and research on the Plain has largely had to work on ungrazed swards. In the impact areas the constraint is absolute. Unexploded ordnance excludes the fire service from range danger areas, and the standing position on impact-area fires is to suspend firing, monitor, and let them burn out; water cannot be dropped directly, since low flying risks detonating ordnance by heat. Figures obtained under Freedom of Information put wildfires linked to MoD training sites at 1,178 between 2020 and August 2025.
Fire as a management agent
Natural England's Integrated Site Assessment of the SSSI (2014–15) records that wildfires in the Central Impact Area help produce species-rich swards in places by removing thatch build-up, and that Centre for Ecology & Hydrology work there has shown pronounced cyclicity in devil's-bit scabious — the marsh fritillary's foodplant. The feedback is straightforward: undergrazing accumulates dead material, dead material carries fire, fire removes it, herbs recover. The revegetating shell craters produce short-sward grassland supporting rare plants including early gentian, and are thought to act as fire refugia for marsh fritillary. The ordnance provides the firebreaks.
Fire and grazing are not equivalent instruments. Grass fires remove biomass without discrimination — work on grassland invertebrates on the Plain characterised burning and mowing as indiscriminate in what they take, against the selective defoliation a grazing animal provides. Fire takes tussocks and anthills along with the thatch, and anthills do not resprout, nor do the twelve nationally rare and scarce bryophytes for which the Plain is notified, nor the lichens. Woody growth, by contrast, is only top-killed: hawthorn and blackthorn survive at the root and return.
What the regime selects for
The same assessment describes the fires as an unreliable and potentially hazardous management tool that possibly promotes tor-grass. It records tor-grass as having increased substantially on the Central Impact Area since the mid-1990s, with no control available other than grazing and vehicle compaction along tracks; a CEH aerial-photograph study commissioned alongside it found the extent of Brachypodium rupestre significantly expanded there over the preceding decade. Natural England classes tor-grass as a negative indicator species.
Tor-grass is rhizomatous, unpalatable, litter-forming and a vigorous resprouter — a grass optimised for precisely this regime. The trajectory in the impact area is therefore not toward scrub but toward a fire-maintained monoculture: structurally open, botanically impoverished, and self-sustaining, since each burn returns the ground to the species best placed to reoccupy it.
This is the grass–fire feedback operating as expected. Fire is a weapon of grasses, implicated in the expansion of open grassy biomes through the late Miocene, but a weapon for grasses carrying the requisite traits — and on the chalk the grass holding it is the one under suppression. The prairie and steppe analogy fails for a further reason: those systems are grassland because the climate will not carry closed forest. The Wessex chalk sits within the woodland envelope, which is why the downs require management at all, and lightning in oceanic Britain largely arrives with rain. The chalk flora carries no fire-adapted traits of consequence — no serotiny, no fire-cued germination. Against the 2002 condition assessment, the proportion of grassland parcels passing all mandatory attributes rose from 43% to 62%, an improvement Natural England attributes principally to scrub management rather than to any natural process.
Prescription, not abandonment
The term for the third trajectory matters. Withdrawal of grazing on the chalk is not usually abandonment in the economic sense; it is frequently prescribed. On the Plain, grazing runs through Farm Management Plans with some forty-five tenant farmers, which require long grass margins, specify maximum rather than minimum stocking levels, and in special-restriction areas limit grazing to a mapped proportion of the area per year. The basic stocking rate on the chalk grassland is 0.3 livestock units per hectare per year. Natural England's own assessment notes that the plans emphasise avoiding over-grazing but do not adequately emphasise avoiding under-grazing or litter removal — and it identified under-grazing as the principal threat to the chalk grassland, flagged on 83 of the 282 parcels surveyed.
The standing fuel load is therefore not simply what happens when farming retreats. It is in substantial part a consequence of prescription, and graziers reducing numbers are often doing what they have been asked to do.
The transitional hazard
Reduced grazing is no safer a route than fire, for structural reasons. Succession from open sward to closed canopy passes through a phase carrying both fuel types at once: a continuous fine fuel bed of rank grass and litter, and above it establishing hawthorn, blackthorn and dogwood holding fine dead material. Fine fuel governs ignition and rate of spread; woody fuel governs intensity and residence time. The transition holds the maximum of both, and the hazard falls away only at canopy closure, when shading suppresses the sward and fine fuel continuity breaks. On chalk that window opens once scrub establishment is underway, which is the phase under-grazed downland and much recent rewilding now occupies.
The general finding is well supported: withdrawal of grazing drives woody encroachment, encroachment increases flammable biomass, and increased fuel load raises both wildfire probability and intensity, with herbivore grazing identified as the corresponding mitigation.
The choice
Grazing to a standard maintains the notified interest, at cost and with continual attention. Under-grazing leads to woodland, but only across two decades of elevated hazard during which the transition is liable to be interrupted — and interruption returns the ground to the fire-adapted grass. Fire holds it open indefinitely and without expense, and converts it to something structurally similar and botanically far poorer.
Fire is not a third route to preserving chalk grassland but a third outcome, and the one that arrives by default. That it arrives partly by prescription is the part worth examining.
Sunday, 9 August 2026
How big a pit was 10067?
When the A344 was lifted in 2013–14, Wessex Archaeology examined what was left beneath the road bed. Seven and a half metres north of the Heel Stone they found a feature, 10067, surviving 0.06 m deep, three finger widths. It took some skill to notice it at all, and there was not a lot to record. Powell et al. interpreted it as a shallow tree-throw hollow.
The interesting question is not what survives but what was cut. Nobody digs a hole six centimetres deep. Whatever 10067 was, what was found is the very bottom of it, and how big a pit it was depends entirely on how far below the contemporary ground surface that bottom sits.
The road makes that hard to establish. Until it was tarmacked in 1935, a chalk road was maintained by scarifying, watering and rolling. That takes out the ruts and gives a remarkably smooth surface, at the cost of removing chalk each time, so roads of this kind sank slowly. The early photographs show a dark patch where 10067 lies — a soft spot in the road surface, which is what you would expect from a deep feature with looser fill compacting under traffic. The looser top surface was removed before the road was tarmacked taking it down to a firm surface. On top of all that, the corridor was machine-stripped for the watching brief. The surface Powell recorded from is not the surface 10067 was dug from.
Levels
Two Ordnance Survey benchmarks are cut into the Heel Stone. The lower one is a broad arrow with the levelled bar above it, about 0.1 m above the turf, published at 100.70 m OD. Pitts tied his 1979–80 levels to it, so his sections can be read directly against the stone.
That gives a run of comparable figures for the entrance zone:
- Pit 97 — about 1 m deep, base 1.60 m below the mark, so about 99.1 m OD. Pitts's fig. 7 is contoured in centimetres below the benchmark, which is why this one is solid.
- Heel Stone ditch — cut about 0.8 m into the chalk, base just touching below 99 m (Pitts fig. 8).
- Avenue ditches — 0.75–0.80 m deep, base near 99 m, and consistent between the Vatchers, Pitts and Powell.
Three features, two campaigns, all bottoming out around the same horizon.
Where 10067 sits
Not, unfortunately, from the published levels. Powell's GPS heights do not reconcile with the earlier work. He records the natural at the edge of the Heel Stone ditch, inside the road-line, at 102.13 m — that is 1.43 m above a benchmark cut just above ground level at the stone a few metres away. It is not merely an offset, it is the wrong way round: the road ran below the ground at the stone, not above it. Powell notes the inconsistency and leaves it unresolved. So do I.
Which leaves the photographs. The verge in my photograph of the stripped corridor shows the old road in section with the turf line above it, and the perimeter fence for scale — standard chain-link, probably1.8 m. Reading the drop against that, the surface Powell was working from lies something like 1.2 m below the turf beside the Heel Stone, so around 99.4–99.5 m OD. The base of 10067, a further 0.06 m down, comes out somewhere in the region of 99.3–99.4 m.
That is a reconstruction from photographs, not a survey, and it is worth a couple of tens of centimetres either way. But it is enough for the point. The base of 10067 sits close to the level at which Pit 97, the Heel Stone ditch and the Avenue ditches all stop. And it was cut from a surface a metre or so above where it was found, which makes it a substantial pit rather than a scrape.
So what was it?
I am not going to claim it is definitely a stone-hole. The evidence will not carry that, and even if we knew the actual OD of the surface it was found in, and the archive might be able to reveal that, we would still only be able to improve its comparison to the other pits.
But a pit of that size, seven and a half metres north of the Heel Stone, bottoming at much the same depth as 97, is not obviously a tree throw either. It sits in a zone already full of holes nobody can explain: 97, B, C, the A holes, the Heel Stone's own ditch. Stones put up and taken away? The Heel Stone shifted about like a pawn from one hole to the next? Whatever was going on here, 10067 and the other holes deserve deeper scrutiny.
Saturday, 8 August 2026
Rows around the Heel Stone
Stone and timber settings, linear arrangements, and the limits of the archaeological record north-east of Stonehenge
Introduction
The north-eastern approach to Stonehenge is the most
frequently viewed and least systematically excavated part of the monument. The
solstitial axis, the proximal Avenue, and the Heel Stone all occupy a narrow
wedge of chalk that also contains a dense concentration of recorded features:
approximately a dozen stone positions, more than sixty post-holes, at least one
sarsen working floor, dwelling pits, and four earthworks. Despite this density,
the ground has never been examined as a research excavation. Every intervention
since Hawley’s 1923 cuttings has been salvage work conducted ahead of
infrastructure.
This paper sets out the recorded features, presents
measurements from published plans that identify a previously unremarked linear
arrangement of stone-holes, and examines one feature from the 2014–15
road-removal works whose published interpretation remains under-determined.
Hawley’s plan with
97 and 10067 added
History of investigation
The A344 constrained all work from the 1760s until 2013.
Hawley (1923) cut across the Avenue but stopped approximately 3 m short of the
Heel Stone. Subsequent interventions (Atkinson et al. 1953–56; Vatcher 1968;
Pitts 1979–80) were linear trenches cut for services. The combined 1979–80
exposure amounted to a ribbon roughly 50 m long and 0.5–0.65 m wide. The
2014–15 mitigation following road removal remained a watching brief with
targeted slots rather than an area excavation (Powell et al. 2019).
Recorded features
Stone positions include the standing Heel Stone (96), the
recumbent Slaughter Stone (95), and emptied settings: Stonehole 97, Stonehole B
(WA 3606), Stonehole C (WA 3609), Stoneholes D–F at the entrance, WA 3603
(Hawley’s chip-dump crater), WA 3610 and 3611, and an unlabelled feature near
WA 3721.
Timber settings fall into two distinct groups. Across the
causeway Hawley recorded some fifty-three post-holes arranged in six roughly
parallel rows; these are comparatively slight features that he interpreted as
the remains of a palisade. In addition, three substantially larger post-holes
were found immediately adjacent to the Heel Stone. These measured 43, 35 and 32
inches deep (approximately 1.09 m, 0.89 m and 0.81 m), were spaced roughly six
feet apart in a straight line and showed traces of a fourth. The Avenue bank
had been thrown over them, and at least one appears to lie within the zone
later occupied by the Heel Stone ditch. They are visible on Plate X of the 1925
report. Despite their size, comparable in depth to several of the stone
settings in the same area, these larger post-holes have received almost no
subsequent attention.
Earthworks consist of the Avenue ditches and banks, the
enclosure-ditch terminals, and the Heel Stone ditch (approximately 1.2 m deep,
with an antler pick sealed beneath silt).
Hawley’s 1923 cutting
Hawley cut across the Avenue beside the Heel Stone in a
strip perhaps thirty feet wide. Within it he recorded a dump of 3,760 sarsen
chips overlying a bed of sarsen sand, accompanied by five small hammerstones
but no large mauls (WA 3617/3618). Some fragments retained the natural crust of
a boulder; others were reddened by burning. His diary notes that the debris lay
beneath the Avenue bank, placing the working before the construction of the
earthwork.
Partly beneath the chip dump lay a crater-shaped hole 5 ft
across and 4 ft 6 in deep (WA 3603), with one or two smaller holes beside it
that Hawley interpreted as footings for a timber frame used to move a stone (WA
3604, 3605). Half-way across the cutting was a second, rougher hole with
irregular sides, 3 ft 9 in to 4 ft 6 in across and of similar depth (WA 3606,
Stonehole B), surrounded by hard grey sarsen but without a chip dump. From it a
trench approximately 9 ft wide with sloping sides (WA 3607) ran towards the
Heel Stone, backfilled with chips of every stone type present on the site.
Further west lay a third large hole (WA 3609, Stonehole C).
The same cutting produced the line of large post-holes
described above and, around the Heel Stone itself, a ditch 4 ft deep and 3½ ft
wide. An antler pick lay on the bottom beneath eighteen inches of silt that
contained no stone chips; chips appeared only in the higher fills.
Geometry from published plans
Distances and bearings measured from the Heel Stone on Cleal
et al. (1995, fig. 156), with an estimated uncertainty of ±0.3 m, are as
follows:
|
Feature |
Distance (m) |
Bearing (°) |
|
Stonehole 97 |
3.8 |
336 |
|
WA 3605 |
6.4 |
198 |
|
WA 3604 |
6.8 |
192 |
|
WA 3603 |
7.6 |
185 |
|
WA 3606 (Stonehole B) |
8.3 |
253 |
|
WA 3611 |
9.0 |
194 |
|
WA 3610 |
9.5 |
191 |
|
WA 3609 (Stonehole C) |
16.2 |
237 |
Stoneholes 97, B and C form an approximately straight,
evenly spaced line (spacings 8.7 m and 8.5 m; segment bearings 227° and 222°).
Looking north-east along the same line yields bearings of approximately 42–47°.
This places the row in the general sector of the horizon occupied by both the
Neolithic summer solstice sunrise (approximately 49.5–50°) and the major
northern lunar standstill moonrise (approximately 40°), but several degrees
from either extreme. It is therefore not a close match for the principal
solstitial axis of the monument or for the major lunar limit.
Stonehole 97 lies 0.8 m off the line through B and C, within
measurement error given its truncated outline. The Heel Stone itself projects
4.2 m south-east of this line. WA 3603, 3610 and 3611 form a separate cluster
offset from the axis.
A second, shorter alignment of Stoneholes D, E and the
Slaughter Stone socket lies near the entrance, oriented roughly perpendicular
to the axial row, with the Slaughter Stone socket falling on the extended
97–B–C line within error.
Implications
The long-standing debate has treated Stonehole 97 as an
isolated feature—either the original socket of the Heel Stone or the setting of
a paired companion. The measured geometry indicates that 97 is the
north-eastern member of a row of three emptied settings. The simplest reading
is therefore that it held one of those three stones, not the Heel Stone.
The moved-stone hypothesis (Hawley 1928; later variants
placing the Heel Stone originally in 97) requires the stone to have been
extracted from a member of the row and re-set 4 m beside it. It also conflicts
with Hawley’s own 1925 assessment that WA 3606 was too small for the Heel
Stone—an objection he did not reconcile when he later proposed that the stone
had come from that hole.
The alternative reading, that the Heel Stone is a survivor
of an earlier group of unshaped sarsens (Hawley 1925; Pitts 1982), is
strengthened by the presence of an axial row, a transverse group at the
entrance, and additional emptied pits, one of them sealed by a dressing floor
and the Avenue bank.
Portable XRF data indicate that the Heel Stone shares its
chemistry with the majority of the other sarsens and is consistent with a West
Woods source (Nash et al.). Its undressed state is therefore a deliberate
choice rather than evidence of local origin.
The 2014–15 works and feature 10067
Powell et al. (2019) confirmed that the Avenue ditches
survive to depths comparable with sections outside the former road line and
that periglacial features are present both within and beyond it. Road
construction does not appear to have caused wholesale truncation of deeper
features.
A shallow hollow 0.06 m deep (context 10067), located within
the Avenue immediately north of the Heel Stone ditch, was interpreted as the
base of a tree-throw. No section, fill description or morphological argument is
published. The feature lies on the previously inaccessible northern side of the
stone. Approximate measurement from the published plan places it roughly on the
projected line of the 97–B–C row, but the data are too imprecise for secure
geometric conclusions.
Absolute levels recorded in 2014–15 sit more than a metre
above the traditional Heel Stone benchmark values used by Pitts (100.70 m OD,
Newlyn datum) and, apparently, by earlier excavators. Hawley’s Fourth Report
cites the upper benchmark (B.M. 332.5 ft = 101.346 m, Liverpool datum). The
discrepancy remains unresolved in the published literature and prevents direct
comparison of absolute heights across campaigns.
Whether 10067 represents a truncated artificial socket or a
natural hollow cannot be determined from the published record. The critical
missing datum is the depth of the road cut at that specific point, which exists
in the project archive.
Conclusions
Measurement of published plans identifies an evenly spaced
axial row of three emptied stone-holes (97, B and C), with the Heel Stone
standing 4 m off the line. Stonehole 97 is therefore better understood as one
end of that row rather than as the unique former position or partner of the
Heel Stone.
Feature 10067 remains under-determined. Both the geometric
arrangement and the status of 10067 can be tested by reference to existing
archives. The principal constraint is not the absence of evidence but the
limited extent to which the evidence already recovered has been examined.
References
Cleal, R.M.J., Walker, K.E. and Montague, R. 1995. Stonehenge
in its Landscape: Twentieth-century Excavations. English Heritage.
Hawley, W. 1925. Report on the excavations at Stonehenge
during the season of 1923. Antiquaries Journal 5, 21–50.
Hawley, W. 1928. Report on the excavations at Stonehenge
during 1925 and 1926. Antiquaries Journal 8, 149–176.
Nash, D.J., Ciborowski, T.J.R., Ullyott, J.S., Pearson,
M.P., Darvill, T., Greaney, S., Maniatis, G. and Whitaker, K.A. 2020. Origins
of the sarsen megaliths at Stonehenge. Science Advances 6, eabc0133.
Parker Pearson, M., Pollard, J., Richards, C., Thomas, J.,
Tilley, C. and Welham, K. 2012. Stonehenge remodelled. Antiquity 86,
1021–1040.
Pitts, M.W., Howard, H., Bartlett, A. and David, A. 1982. On
the road to Stonehenge: report on investigations beside the A344 in 1968, 1979
and 1980. Proceedings of the Prehistoric Society 48, 75–132.
Powell, A.B., Barclay, A.J., Mepham, L. and Stevens, C.J.
2019. Along the road to Stonehenge: investigations of the Stonehenge Avenue and
within the World Heritage Site. Wiltshire Archaeological and Natural History
Magazine 112, 197–216.






