Geology of the Rochdale district — a brief explanation of the geological map sheet 76 Rochdale

R G Crofts, E Hough, and K J Northmore

Bibliographic reference: Crofts, R G, Hough, E, and Northmore, K J. 2010. Geology of the Rochdale district — a brief explanation of the geological map. Sheet explanation of the British Geological Survey. 1:50 000 sheet 76 Rochdale (England and Wales).

Keyworth, Nottingham: British Geological Survey © NERC 2010. All rights reserved

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Maps and diagrams in this book use topography based on Ordnance Survey mapping. © Crown copyright. All rights reserved. Licence number 100017897/2010.

(Front cover) Cliviger Gorge (Photographer Tim Cullen, (P535961)).

(Rear cover)

Notes

The word 'district' is used in this sheet explanation to denote the area included in the geological 1:50 000 series sheet 76 Rochdale. National grid references are given in square brackets throughout this explanation. Unless otherwise stated, all lie within the 100 km square SD.

Acknowledgements

The series editors were A A Jackson and J E Thomas. Figures were drawn by P Lappage and page setting was by A Minks.

Geology of the Rochdale district (summary from rear cover)

(Rear cover)

An explanation of sheet 76 (England and Wales) 1:50 000 series map.

This sheet explanation provides an account of the district covered by geological gheet 76, Rochdale. The district extends from the northern suburbs of Bolton, Bury and Rochdale, across the Rossendale Moors to Blackburn, Accrington and Burnley. The solid rocks of Namurian and Westphalian age are well exposed across this central area within the Rossendale Anticline, a south-westerly trending open fold. The oldest strata in the area, the Craven Group, crop out in the extreme north-west of the district on the northern limb of the Pendle Monocline. The eastern edge of the sheet lies along the axis of the Pennine Monocline.

The Namurian and Westphalian strata range from about 306 to 316 million years old. They include the Millstone Grit Group with its massive sandstone units separated by mudstones, siltstone and subordinate coals. The sandstones form elevated ridges often with steep scarp faces and extensive dip slopes. These rocks are overlain by the Pennine Lower Coal Measures, which comprise mudstone, siltstone and sandstone with coal and seatearth horizons.

These rocks once provided a huge source of employment: the sandstones, particularly the Lower and Upper Haslingden Flags, provided sandstone flags and building stone, the coal fired the boilers of the hundreds of local cotton mills and the clays provided the raw material for bricks. A legacy of abandoned workings and made ground remains from these industries.

An extensive Quaternary succession dating from the Devensian is also described. A number of drift-filled valleys, some including laminated clay, have been identified and delimited. The late Quaternary period also saw an unprecedented period of landslide activity over much of the area, some of which is still active today.

The new geological map and this sheet explanation provide valuable information on a wide range of earth science issues. These include traditional aspects such as sedimentology and stratigraphy, but also cover applied aspects such as mineral and energy resources, waste disposal and foundation conditions. Both provide information that can assist planning and land-use conflict issues.

Chapter 1 Introduction

This sheet explanation provides a summary of the geology and applied geology of the district covered by the geological 1:50 000 series sheet 76 Rochdale, published in 2009. Detailed information can be found in individual technical reports.

The Rochdale district lies predominantly within the county of Lancashire while the area around Todmorden lies within West Yorkshire. The main population centres are the mill towns of Rochdale, Todmorden, Bacup, Rawtenstall, Haslingden, Blackburn, Accrington, Burnley, Darwen and Ramsbottom. These main population centres are separated by areas of agricultural land, with scattered villages and large expanses of moorland.

The bedrock is composed entirely of rocks deposited during the Carboniferous, about 359–299 million years ago (Figure 1); (Figure 2). The oldest rocks proved at surface in the district are Namurian (upper Carboniferous), which are known from boreholes to lie conformably on Tournasian to Visean (lower Carboniferous) mudstones and limestones. The Namurian rocks are represented by the Millstone Grit Group, a thick succession of interbedded sandstone, siltstone and mudstone and subordinate thin coals and seatearths.

The Millstone Grit Group occurs at outcrop over most of the south central and eastern areas, and in the north-western corner of the district. Commonly it forms upland scenery with extensive moorland associated with poor acid soils. The thick sandstones form a series of dissected escarpments with thin peat cover. Much of this area provides a catchment for water supplied to the main urban centres of the district as well as Bury and Bolton in neighbouring districts; the sandstones have also been extensively exploited for building stone. The Millstone Grit Group is overlain by the Pennine Coal Measures Group of Langsettian (Westphalian A) age, a succession of mudstone, siltstone and sandstone with subordinate coal, seatearth and ironstone. The Coal Measures crop out extensively in the district. Most of the larger urban areas, including Blackburn, Accrington, Burnley and Rochdale, are sited on the Coal Measures. The abundant water helped to stimulate early urban development and the rapid expansion in the 19th century owes much to the mineral resources, including coal, brick clay and sandstone. Today, mineral extraction is much reduced and coal mining has virtually ceased with coal extracted only from opencast sites.

Unconsolidated Quaternary deposits are present over much of the district and date from the last Devensian glaciation. The deposits either occur as a thin veneer on the higher ground or as thicker deposits on the lower ground, particularly within narrow channels carved into the bedrock. During the subsequent Flandrian, there was a significant development of landslips, which was caused by glacial overdeepening, stream rejuvenation in drift-filled valleys or faulting. Some of the glacial material has also been reworked to form river terraces and alluvium, and extensive peat development has occurred on the moorland.

History of research

The district covered by sheet 76 Rochdale was originally surveyed a scale of 1:10 560 and published as [Old Series] sheets 88NW and 89NE in 1874 and 1870, respectively, together with an account of the geology (Hull et al., 1875). The district was resurveyed at 1:10 560 scale in 1921–1923 and published at 1:63 360 scale as sheet 76 solid and drift editions in 1927. The maps were reprinted in 1947 (drift) and 1958 (solid) and reconstituted at 1:50 000 scale in 1974 and 1971, respectively. The accompanying memoir (Wright et al., 1927) provides a detailed account of the geology of the district with descriptions of localities and regional variations. The second resurvey was carried out on the 1:10 000 scale by R G Crofts, E Hough, C N Waters, R S Lawley and A S Howard assisted by G J Ager and K J Northmore between 1999 and 2002.

Recent advances in Silesian geology have necessitated some amendments to the previous surveys. Following the work of Ramsbottom et al. (1978), various publications have addressed regional and local aspects of the cyclicity (Holdsworth and Collinson, 1988), sedimentology (Collinson and Banks, 1975; Broadhurst and Simpson, 1983; Bristow, 1988; Collinson, 1988; Guion and Fielding, 1988; Guion et al., 1995; Chisholm et al., 1996; Waters, et al., 1996; Brettle, 2001) and palaeontology (Trueman and Weir, 1946; Calver, 1968; Eager et al., 1985) of the Namurian and Westphalian. Kirby et al. (2000) provide an insight into the regional structural history of the Carboniferous.

In addition to work of the Geological Survey, the Quaternary deposits have been studied by Baldwin (1911), Jowett (1914) and Johnson (1985).

Chapter 2 Geological description

Namurian

Namurian rocks crop out over much of the north-west, east and south of the district and occur at depth beneath Westphalian rocks in the north. They comprise a dominantly argillaceous succession, the upper part of the Craven Group, conformably overlain by the Millstone Grit Group — a thick succession of interbedded mudstone and siltstone (generally poorly exposed) and sandstone (traditionally referred to as 'grit'). A maximum thickness of 1800 m of Namurian strata has been estimated at outcrop, with seismic data suggesting that the total thickness diminishes to about 1300 m towards the south of the district.

During the Namurian period, approximately 320 m years ago, northern England lay within a large, actively subsiding basin, the Pennine Basin. Extensive delta systems built out into the basin, supplied with sediment derived from the land surface to the north, but also from the west in the early Yeadonian (G1) stage (see below). Variations in sea level are reflected in the Millstone Grit Group by distinct cycles of sedimentation, each beginning at a high sea-level stand with the deposition of marine or near-marine shales, including fossiliferous marine bands. The marine bands are generally a few centimetres thick, but may attain a thickness of several metres. They can be recognised across large areas, and as each marine band generally contains a distinctive and diagnostic marine faunal assemblage, they are important marker horizons. About 50 marine bands are recognised in the Millstone Grit Group of the Pennines (Holdsworth and Collinson, 1988). The marine bands commonly pass up through mudstones into siltstones and sandstones representing a transition from sedimentation in the delta slope to deposition within distributary channels on the delta top. During late Namurian times, the top of each cycle (when sea level is at its lowest) was often marked by the formation of soils and the development of widespread vegetation. Once subjected to compaction and lithification the soil horizons become seatearths, and organic deposits coal. This pattern of deposition is repeated with each rise in sea level, and the deposits of an individual cycle are known as a cyclothem. The ideal cyclothem described above may be interrupted or modified.

The Namurian is divided into seven substages, which in order of decreasing age are: Pendleian (E1), Arnsbergian (E2), Chokierian (H1), Alportian (H2), Kinderscoutian (R1), Marsdenian (R2) and Yeadonian (G1); these in turn are subdivided into chronzones (Ramsbottom et al., 1978). The boundaries of these chronostratigraphical subdivisions are recognised biostratigraphically by the presence of diagnostic ammonoid (goniatite) faunas. Formerly, the Millstone Grit Group was defined as a chronostratigraphical unit, the Millstone Grit Series (Wright et al., 1927), which included all strata of Namurian age, including the dominantly argillaceous Upper Bowland Shales. The 'series' was subdivided into seven, arbitrary defined, divisions, namely Pendleside Series, Pendle Grit Group, Sabden Shales, Kinderscout Grits, Middle Grits, Haslingden Flag Series and Rough Rock. To conform to current usage the Millstone Grit Group has been mapped as a lithostratigraphical unit that includes all strata of Namurian age above the Craven Group.

The Craven Group (Crav) comprises four formations. Only the uppermost, the Bowland Shale Formation (BSh), is present at outcrop, and is Pendleian in age. The base of the formation is taken as the base of Cravenoceras leion Marine band. The dominant lithology is dark grey, fissile mudstone. The group crops out in the extreme north-west of the district near Wilpshire.

The Millstone Grit Group (MG) comprises about 1800 m thickness of interbedded mudstone, siltstone and sandstone. Within the group six formations are recognised and defined by Waters, et al. (2007). In ascending order they are, Pendleton, Silsden, Samlesbury, Hebden, Marsden and Rossendale formations (Figure 1).

The Pendleton Formation (Pen), of Pendleian age, includes the Pendle Grit (PG) and the Warley Wise Grit (WWG). The former is a coarse-grained, feldspathic sandstone interbedded with subordinate silty mudstone and siltstone, deposited on a prodelta slope and interpreted as of turbiditic facies. The base of the formation is defined as the base of the lowest coarse-grained turbiditic sandstone present above the Bowland Shale Formation. The Warley Wise Grit is a medium-grained, cross-bedded and cross-stratified sandstone with sporadic pebbles and some siltstone interbeds. The top of the formation is identified by the base of the Cravenoceras cowlingense Marine Band. The marine band is not known at outcrop in the area but is known from the Garstang district (Aitkenhead et al., 1992).

The Silsden Formation (Sil) is Arnsbergian in age. It comprises dark grey mudstone with marine fossils with paler mudstones and siltstones; sandstones are very rare. In this district the succession is best known from the Fletcher Bank and Holme Chapel boreholes.

The Samlesbury Formation (Sam) is Chokierian to Alportian in age and comprises grey mudstones and siltstones. The top of the formation is defined by the base of the Hodsonites magistrorus Marine Band.

The Hebden Formation (Heb) is Kinderscoutian in age and includes the Todmorden Grit (TG) and the Lower (LKG) and Upper (UKG) Kinderscout Grits. The former is a coarse-grained, feldspathic sandstone interbedded with subordinate silty mudstone and siltstone, deposited on a prodelta slope and interpreted as of turbiditic facies, while the Kinderscout Grits are delta-top sandstones. The top of the formation is defined by the base of the Bilinguites gracilis Marine Band.

The Marsden Formation (Mar) is Marsdenian in age and comprises mudstone and siltstone with a number of delta-top sandstones. Many of the sandstones show similar petrographical and sedimentological features and can only be distinguished from one another by their position relative to known marine bands. The sandstone nomenclature is broadly similar to that used in the previous survey but with the rationalisation to a single name for the Revidge Grit, Gorpley Grit and Fletcher Bank Grit to the Fletcher Bank Grit. In addition, the Brooksbottoms Grit (BBS) is now known to be coeval with the Huddersfield White Rock (WHR) (Waters, et al., 2008), and the Holcombe Brook Grit (HB) to be later in age. The top of the formation is defined by the base of the Cancelloceras cancellatum Marine Band.

The Rossendale Formation (Ros) is Yeadonian in age and comprises mudstone and siltstone with a number of finger-bar sandstones which include the Lower (LH) and Upper Haslingden Flags (UH) (Collinson and Banks, 1975) (Plate 1). These sandstones have a uniquely westerly provenance as proved by sedimentological studies. The youngest sandstone in the formation is the Rough Rock (RR), a northerly sourced, coarse-grained and pebbly deltaic sandstone. The top of the formation is defined by the base of the Subcrenatum Marine Band.

Further information and descriptions of the sandstones, coals and marine bands within the Millstone Grit Group is given in (Figure 3) and (Figure 4).

Westphalian

Rocks of the Pennine Coal Measures Group, of Westphalian age, outcrop over much of the north, west and east central parts of the district including most of the main urban areas. During Westphalian times, about 316 to 306 million years ago, the pattern of sedimentation described in the Namurian continued, but as sedimentation kept pace with subsidence of the Pennine Basin shallow-water conditions were eventually established. In Langsettian times deposition occurred in a delta-plain environment that was above sea level for much of the time and land floras were abundant.

The Pennine Coal Measures Group is divided into Lower, Middle and Upper formations, of which only the Pennine Lower Coal Measures Formation (PLCM) of Langsettian (Westphalian A) age is present in the district. The Coal Measures rest conformably on the Millstone Grit Group, the base being taken as the base of the Subcrenatum (six inch) Marine Band. The Coal Measures consist of interbedded mudstone, siltstone and sandstone with subordinate coal and seatearth deposited in cyclic sequences. The mudstones are dark grey to black, weathering to orange-brown, planar laminated and micaceous, or massive. Commonly they contain non-marine bivalves, for example the Daubhill Mussel Band which may be used as a chronostratigraphical indicator. The mudstone of the Old Lawrence cycle is distinctly greenish indicating a western provenance (Chisholm et al., 1996). The mudstones are commonly overlain gradationally by siltstones, which are typically medium-grey with ripple cross-lamination and parallel lamination and commonly containing plant debris. The siltstones grade both vertically and laterally up into sandstones. The sandstones (Figure 5) and (Plate 2) commonly form positive, mappable, topographical features, and are thus distinguished on the map from the mudstones and siltstones, which are shown as Lower Coal Measures (undivided). The sandstones can be thin and laterally impersistent but many are extensive and basin-wide. The sandstones (Figure 6) are mainly medium grained, but varying from fine to coarse grained, and comprise subangular to subrounded quartz and feldspar grains with a variable mica content. They are grey where fresh but weather to yellowish brown. Again, some sandstones are greenish, notably the Old Lawrence Rock, indicating a western sediment source. Sedimentary structures include planar lamination, cross-bedding and ripple cross-lamination together with lenticular bedding. Coalified plant fragments are common, as are trace fossils locally. Seatearths are palaeosols which developed during plant colonisation and are characterised by the presence of rootlets. They occur in all lithologies being referred to as ganister where developed on sandstone and fireclay where they are formed on mudstone. In general, pedification destroys the primary sedimentary structures.

Coal seams are extensive, and many are developed on a regional scale, but they vary laterally in thickness and composition, particularly by the variation in the number of dirt partings present within a seam. The coals generally cap upward-coarsening sedimentary cycles, and are underlain by seatearths. Thirty-two named seams have been identified in this area (Figure 7). Marine bands are thin beds of black mudstone with marine fauna; commonly they overlie coals or seatearths. They are generally only a few centimetres thick but may rarely attain thicknesses of up to one metre. Marine bands can be recognised across large areas; they represent eustatically controlled flooding events and are important as marker horizons. Marine band faunas are discussed fully by Calver (1968). The Subcrenatum, Listeri and Amaliae marine bands are recognised across the district. Additionally, a number of Lingula bands have been proved which may correlate with the Langley and Burton Joyce marine bands found elsewhere in the Pennine Basin. However, due to the lack of modern correlative data for the coal measures within the district, correlation with better researched areas, such as Wigan, is still rather tentative. Until proved otherwise, the entire Westphalian succession within the Rochdale district is thought to lie within the Lower Coal Measures (Aitkenhead et al., 2002).

Quaternary

About 40 per cent of the district is covered by superficial deposits (drift), which comprise glacial, periglacial and postglacial deposits. The nature of these deposits is shown in (Figure 8). Despite much of the district being urbanised, changes have been made where new data, such as field observations, temporary open sections, topographical features, auger holes and borehole data, have revealed changes from the previous survey. The superficial deposits and bedrock are locally covered by artificial (man-made) deposits, the product of human modification of the natural environment, most notably in areas of urban and industrial development. The man-made deposits shown on the map represent those that were identifiable at the date of the survey. They are delineated by recognition in the field and by the examination of documentary sources, in particular topographical maps, aerial photographs and site investigation data. Only the more obvious man-made deposits can be mapped by these methods and boundaries shown may be imprecise.

The present-day topography is largely the result of glacial processes active during the Pleistocene, but has been modified by alluvial processes and mass movement, mainly landslips. The district was probably affected by at least three glaciations, although evidence for earlier phases has been obliterated by the final Devensian phase. The ice sheets would have covered the whole area and deposited till.

During the Devensian glaciation the district was subject to an ice mass moving southwards from Lancashire and Cumbria. Results of pebble counts show that Lake District pebbles may exceed 30 per cent of the erratic suite, demonstrating that the till in the area was deposited by southerly flowing ice.

The till generally has a grey clay matrix, and the erratic suite consists mainly of Carboniferous sandstones, but in the extreme north-east of the district it contains many cobbles of Carboniferous limestone derived from the Clitheroe area to the north. Striations also indicate north–south ice movement. The till sheet is a complex of lodgement till and ablation till. The lodgement till was deposited beneath moving ice, and forms a blanket that mimics the bedrock surface. The ablation till formed by the slow release of debris during glacial melting, and can be identified by kettle-kame topography, for example around Smithy Bridge. However, thicker successions occupy channels cut into the bedrock (Figure 9). These channels may have been cut during early glacial events or eroded by proglacial meltwaters as the late Devensian ice advanced.

The ice sheets, or water moving beneath or at the edge of them, also excavated glacial drainage channels in the bedrock (Figure 9); (Plate 3). Many glacial drainage channels have been identified during the surveys and are identified on the map.

Glaciofluvial deposits form extensive spreads around Rochdale and Rishton and in the Darwen valley; they are related to the outwash phase in the late Devensian. Other glaciofuvial deposits lie buried in the drift-filled channels (see (Figure 9)). The deposits comprise grey-brown fine- and medium-grained sand and are likely to be derived from local Carboniferous sandstone bedrock.

Periglacial weathering occurred once the ice had receded. The intense cold caused the development of permafrost conditions in the subsoil with shattering and weathering of rock due to freeze-thaw processes. These processes helped promote the formation of head and landslide deposits. Head is generally confined to the steep slopes below sandstones that form prominent escarpments. It is difficult to delineate in urban settings and head may therefore be more extensive than indicated on the map. Most of the landslides are associated with one or more of the following:

The classes of landslide range from tumbled blocks through slides and flows to rotational failure (Plate 4). Following the Devensian glaciation, when the modern drainage pattern became established, rivers were re-established in the drift-filled valleys, reworking the glacial deposits by alluvial processes to form alluvium and locally river terrace deposits. In many cases, subsequent landslides kept pace with downcutting to maintain only narrow alluvial developments. River terrace deposits are developed mainly in the Irwell valley. Alluvial fan deposits and debris cones occupy the point where narrow tributary valleys join the main valley.

Lacustrine deposits form generally thin deposits that have accumulated in hollows within the till surface or are more extensive in kettle holes. Glaciolacustrine deposits are thicker where ice dammed lakes developed. Both deposits comprise laminated silt and clay with peat.

Peat may also occur in abandoned glacial drainage channels, and on the high moorland throughout the district. These once-extensive spreads of moorland peat are now much degraded and dissected due to erosion by rain and wind, which continues to remould the outcrops.

Made ground is shown on the map where the natural ground surface is concealed by deposits that result from human activity. The main categories include civil engineering works, spoil from sandstone quarrying, opencast spoil, building and demolition rubble, waste from heavy industries and domestic and other waste in raised landfill sites. The most extensive areas of made ground are found in urban areas where the topographical features associated with specific deposits may have been smoothed over prior to development. In such areas, the extent of made ground is often based on site investigation data.

Infilled ground comprises areas where the natural ground has been removed and the void partly or wholly restored with man-made deposits. Sandstone quarries, clay pits, opencast coal workings and disused railway cuttings have been used for the disposal of waste materials. For example, the former Scout Moor sandstone quarries are filled with domestic and other inert waste. Where quarries have been restored and either landscaped or built on, there may be no surface indication of the extent of the backfilled void. In such cases, the location of these sites is taken from archival sources, in particular old topographical and geological maps.

Worked ground is where material is known to have been removed, for example in unfilled quarries and excavations for roads and railways. Disturbed ground is associated with ill-defined surface workings such as shallow sandstone quarries and areas of bell pits. Landscaped ground comprises areas where the original surface has been extensively remodelled, but where it is not feasible to delineate areas of cut or made ground. Most urban areas are associated with landscaped ground. Landscaped and disturbed ground is not shown on the 1:50 000 scale geological map, but where possible they are delineated on the constituent 1:10 000 scale geological maps.

Structure and concealed geology

In earliest Carboniferous times, a major rift basin system developed in northern England in response to regional back-arc extension, caused by northward subduction of the Rheic Ocean. Extension was much diminished in Namurian and Westphalian times and a regional 'post-rift' or 'sag' basin developed (Leeder, 1982). In latest Carboniferous times (about 300 million years ago), final closure of the Rheic Ocean caused large-scale thrust and nappe emplacement in central Europe and southern Britain. This period of tectonic activity is known as the Variscan Orogeny. On the foreland to the north of the foldbelt, deformation was much less pervasive so that northern England tectonic disturbance was largely restricted to basin inversion, with partial reversal of some of the earlier Carboniferous basin-controlling normal faults, associated folding and regional uplift.

Much of the district lies within a large, south-west-trending, open fold, the Rossendale Antciline, which passes into the Burnley Syncline and Pendle Monocline on the northern edge of the district (Figure 10). The eastern edge of the district lies across the north-trending Pennine Anticline. Across the Rossendale Anticline, strata have a broadly northerly or southerly dip of 2° to 5°. In the north-west of the district, steep southerly dips (up to 40°) define the southern limb of the Pendle Monocline. The Pennine Anticline has an assymetrical form with dips of between of 2° to 5° on the eastern limb and up to 30° on the western limb. The structure of the Pennine Anticline has been described in detail by Evans et al. (2002), who concluded that the fold represents a positive inversion structure developed over a north–south basement fault, reactivated and subjected to oblique slip during north-west–south-east-directed Variscan compression.

In the Rochdale district, the Dinantian extensional basin system is concealed by Namurian and Westphalian post-rift strata. Seismic reflection data show a mosaic of tilt blocks bounded by large east-north-east-trending syn-rift normal faults, with throws commonly of several hundred metres. Basement depths are less than 2000 m on fault-bounded horsts such as the Central Lancashire High (Figure 10). The Holme Chapel Borehole encountered basement, comprising purple slate of early Palaeozoic age, at a depth of 1968 m (Kirby et al., 2000) thought to represent the Ingleton Group or Windermere Group. These positive syn-rift structures are characterised by relatively thin overlying Dinantian successions (about 800 to 1200 m thick). Carbonate platforms developed around and over the Central Lancashire High (Evans and Kirby, 1999) while thicker, more basinal Dinantian sequences in excess of 2000 m are present in the Rossendale basin in the southern half of the district. Biostatigraphical correlation with more extensive Dinantian carbonate platform deposits in the Askrigg Block has been largely unsuccessful (Riley and McNestry, 1988).

The post-rift Namurian and Westphalian successions are generally of more uniform thickness than the underlying Dinantian strata, although the lower part of the Namurian succession shows a significant southward thinning. The thinning probably relates to the basinward thinning and fining of late Namurian deltaic deposits overlying a relatively deep basin fill deposited during early Namurian times. The post-rift strata are dominated by north-north-west faults, as mapped at surface. Some of these may have been active as Dinantian transfer faults, while others may have Variscan or even younger origin. Surface displacements are generally smaller than the subsurface displacements, but some are in excess of 100 m.

The Pennine Anticline shows a sinistral offset of up to 4 km along the Todmorden Smash Belt. South of the Todmorden Smash Belt, new evidence (Evans et al., 2002) suggests that the Pennine Anticline is underlain by a complex of high-angle, down-to-the-west reverse faults, which connect to an east-dipping, low-angle, down-to-the-west reverse fault named the Central Pennine Reverse Fault.

At outcrop, faults may occur as a single discrete plane, or as a zone up to several tens of metres wide containing several fractures, each of which accommodates some displacement. The portrayal of such faults as a single line on a map is therefore a generalisation. The position of a fault may be based on the interpretation of topographical features, surface outcrops, site investigation data and underground mining, but the evidence is rarely sufficient to locate a fault precisely. Only rarely are faults exposed in the district. In an area of thick and extensive superficial deposits, the positioning of faults relies almost entirely on projection from underground mining information. Geological faults in this district are of ancient origin and are currently inactive. However, the Rochdale district, in common with other parts of northern and central Britain has been affected historically by minor earthquakes. A number of earthquakes occurred in October–November 2002 with a macroseismic epicentre beneath east Manchester, a depth of focus of 5 km or less and an inferred maximum magnitude 3.2. Minor earthquakes may arise through reactivation of faults by undermining, when general subsidence effects may be concentrated along them. Underground mining has ceased in the district, and although minor residual subsidence may still occur, it is increasingly unlikely that this will result in significant fault reactivation.

Chapter 3 Applied geology

Geological factors have had a significant role in the industrial and social history of the Rochdale district as well as its landscape (Figure 11). It lies within the Lancashire and Burnley coalfields, and has a history of coal mining, sandstone quarrying and brick making that has left a legacy of derelict and despoiled land. Coal mining has now ceased and opencast mines are only of limited extent. Similarly, sandstone quarrying and brick making are also in major decline from production levels reached in the early 20th century. The area has suffered significantly from landslides, particularly in the incised valleys found throughout the area. By considering the nature and location of earth science issues at an early stage in the planning process appropriate action can be taken to ensure that the site and development are compatible, and that appropriate mitigation measures can be taken prior to development. The information may also be used to identify opportunities for leisure and recreation as well as protecting sites of nature conservation interest.

Energy and mineral resources

By far the greatest coal production from the district was obtained from the Westphalian Coal Measures. In addition, coal seams were also worked from within the Namurian rocks, particularly the Sand Rock Coal. Although up to 25 coal seams have been mined, the economics of underground mining are unlikely to be favourable in the future and opencast workings are likely to be limited. The main factors hindering further opencast extraction are the thickness of overburden that includes Quaternary and artificial deposits, sterilisation by urban development, conflicts for land use and possible further detrimental effects on the landscape. The potential for coalbed methane is likely to be low due to the extent of former workings and lack of thick cover (Glover et al., 1993; Kirby et al., 2000).

The search for oil resources has taken place by seismic survey and borehole drilling. Despite favourable source rocks being located beneath the district (Kirby et al., 2000), no oil or gas has been proved.

Sandstone was formerly quarried on a large scale and provides stone for local, national and international use. The most notable units worked are the Upper and Lower Haslingden Flags. They have been extensively quarried and mined, providing paving stones for Trafalgar Square and the streets of New York City.

Mudstone has been worked for brick making and dam construction. Brick making is still a major industry in the Accrington area. The favoured horizons are the mudstones lying between the Dyneley Knoll Flags and the Old Lawrence Rock, locally known as the 'Accrington Mudstones', and below the Rough Rock were the Upper and Lower Haslingden Flags are thin or absent.

Limestone cobbles and boulders are common in the till and have been worked in the north-east of the district, although there is no carbonate bedrock in the area. These workings are known as hushings ('hush' meaning to scour boulders from till) and occur over considerable areas of Worsthorne Moor (Plate 5) and Hapton Park. The limestone boulders were quarried, cleaned by water, burnt and transported as lime for industrial use.

Surface mineral workings

Quarries and pits that remain open represent an important resource as they provide a suitable repository for waste, may be reopened for further mineral extraction or, as in the case of Thurns Quarry, may provide educational, recreational and wildlife value. However, they can also be a constraint to development as steep rock faces may be unstable. Quarries and pits occur widely within the district having been worked mostly for sandstone and mudstone.

Engineering ground conditions

The key parameters relevant to construction and development are the suitability of the ground to support structural foundations, the ease of excavation of the material and its value in engineering earthworks and fills. Some of these issues are summarised for the main engineering geological units in the district (Figure 12). Foundation conditions are not only affected by the engineering properties of the substrate, but also by factors such as geological structure, slope stability, the presence of undermining and degree of weathering. The seismic history of this district is also relevant, as it shows the potential for large-magnitude earthquakes to occur (see above, page 18). Variable man-made conditions, notably landfill sites and areas of colliery spoil, are a potential problem with respect to severe differential settlement. Colliery spoil may also contain iron pyrites that is prone to oxidise and produce sulphate-rich, acidic leachates, which could be harmful to concrete present in foundations or buried services, thus requiring the use of sulphate-resisting cement. This oxidation process may also result in expansion and differential heaving of foundations constructed on such deposits. Large volumes of quarry spoil, both ancient and modern, are common in the district, and areas affected may present poor foundation conditions if large cavities are present, or if deposited on steep slopes. Mudrocks, in particular the Coal Measures seatearths, may weather to show an increase in natural moisture content, plasticity and swelling potential.

Subsidence risk due to undermining may be a potential constraint in areas of former underground mining of coal and sandstone. Coal mining was particularly important in much of the district (Figure 6). In such areas, the principal concerns relate to ground stability caused by the collapse of unsupported shallow workings, such as bell pits and areas of pillar and stall workings. Structures straddling a fault may be susceptible to uneven settlement in areas prone to mining subsidence. Arup Geotechnic (1991) provided a review of mining subsidence in the UK. Information on recorded shafts and abandoned mines is lodged with the Coal Authority, who should be consulted prior to development in a coalfield area. Additional information on the distribution of ancient near-surface workings, including hitherto unrecorded shafts, that could be located in the field or on aerial photographs, is given on the relevant 1:10 000 scale geological map.

Mine-drainage water may be a problem in areas of disused collieries, which are common throughout the district. Such water has high acidity, in addition to iron and commonly elevated levels of manganese, aluminium and sulphates; where it reaches the surface it can devastate the flora and fauna.

Slope stability is an issue particularly where building development has extended on to steep valley sides. The majority of landslip features may be currently considered inactive. However, renewed instability may occur if the slope is adversely disturbed by undercutting or loading, or if increased volumes of water are introduced, such as may occur during development.

Pollution potential

Artificial (man-made) deposits may contain toxic residues, either as primary components or generated by chemical or biological reactions, and are thus potential sources of pollution. Significant sites of potential pollution include areas of landfill and former gasworks, chemical works, textile mills, iron and steel works, railway sidings and sewage works. Leachate migration may be a problem where groundwater percolates through waste and becomes enriched in potentially harmful soluble components. The resultant leachate may migrate laterally in permeable superficial deposits or bedrock adjacent to the site, according to the depth of the unsaturated zone. This is potentially a most serious hazard at landfill sites situated on deposits in hydraulic continuity with Coal Measures or Millstone Grit aquifers, and may be exacerbated within areas that are highly faulted. Similar problems may also be encountered with river terrace deposits and alluvium.

Gas emission

Gas emission may represent a hazard in areas associated with the accumulation of 'greenhouse gases' (methane and carbon dioxide) and carbon monoxide. These gases can be generated naturally in Coal Measures and Millstone Grit strata, or by the decomposition of materials in landfill sites. They may migrate considerable distances through permeable strata and accumulate in poorly ventilated enclosed spaces such as basements, foundations or excavations. Methane is potentially explosive, may act as an asphyxiant and may cause vegetation die back. Carbon monoxide is potentially explosive and is toxic at low concentrations.

Water resources

Reservoirs in upland areas and incised valleys throughout the area provide the principal source of domestic and industrial water supply for the district. Springs most commonly discharge to slopes where groundwater flow in sandstones or superficial deposits is interrupted by impermeable mudstone or clay. Groundwater provides public water supplies for isolated villages and farms and licensed water abstraction for industrial purposes throughout the district. The major bedrock aquifers are in the Millstone Grit Group and to a lesser extent in the Coal Measures. Sands and gravels within alluvium and river terrace deposits form minor aquifers in this district.

Flooding is only a potential problem within the main watercourses. Information about flood risk limits can be provided by the Environment Agency. Sheet 76 Rochdale shows that the major river floodplains contain limited tracts of river terrace deposits, which are slightly higher than the surrounding alluvium. The distribution of these deposits and the alluvium, should therefore form the basis for any plan to manage flood risk. However, exceptional weather conditions feeding into confined valleys may result in flash floods and localised extreme flooding events as experienced at Todmorden in June 2000.

Conservation sites

Several sites have been identified in the district as important to earth science research and teaching and for recreational purposes. Some are in natural sections while others are located in active as well as disused quarries and pits such as Thurns Head Quarry [SD 874 186] (Plate 1).

Information sources

Enquiries concerning geological data for the district should be addressed to the Manager, National Geological Records Centre, BGS, Keyworth. Geological advice for this area should be sought from the Head of Geology and Landscape, England, BGS Keyworth. Further information held by the British Geological Survey relevant to the Rochdale district is listed below. Searches of indexes to these and many other data collections can be made on the Geoscience Index System in BGS libraries or by accessing the Geoscience Data Index (GDI) via the BGS Websitewww.bgs.ac.uk.

Maps

Sheet No. Surveyor Date
SD61NE RGC 2002
SD61SE RGC 2002
SD62NE EH 2001
SD62SE RSL 2000
SD63SE EH 2002
SD71NW ASH 2000
SD71NE RSL 2000
SD71SW RGC 2002
SD71SE RGC 2002
SD72NW EH 2000
SD72NE EH 2000
SD72SW RSL 2000
SD72SE RSL 2000
SD73SW EH 2002
SD73SE EH 2002
SD81NW RGC 2000
SD81NE RGC 2000
SD81SW RGC 2002
SD81SE RGC 2000
SD82NW EH 2000
SD82NE* EH 2000
SD82SW RGC 2000
SD82SE* EH 2000
SD83SW EH 2000
SD83SE EH 2000
SD91NW* RGC 1999
SD91NE RGC/CNW 1997/99
SD91SW RGC 2000
SD91SE RGC/CNW 1997/2000
SD92NW CNW 2000
SD92NE CNW 1997/2000
SD92SW CNW 2000
SD92NE CNW 1997/2000
SD93SW CNW 2000
SD93SE CNW 1997/2000

Books

Documentary collections

Basic geological survey information, which includes 1:10 000 or 1:10 560 scale field slips and accompanying field notebooks, are archived at BGS, Keyworth.

Borehole and shaft data

Borehole and shaft data for the district are catalogued in the BGS archives at Keyworth. For further information contact: The Manager, National Geosciences Record Centre, BGS, Keyworth.

Mine plans

BGS maintains a partially complete collection of plans of underground mines for coal and other minerals.

Gravity and aeromagnetic data

Gravity and aeromagnetic data are held digitally in the national Gravity Databank and the National Aeromagnetic Databank at BGS, Keyworth. A limited amount of seismic reflection data is also available for the district.

Hydrogeological data

Hydrogeological data, water boreholes, wells and springs and aquifer properties are held in the BGS database at Wallingford.

BGS lexicon

BGS Lexicon of named rock unit definitions can be accessed on the BGS website. Definitions of the named rock units shown on BGS maps, including those shown on the 1:50 000 series Rochdale sheet 76 are held in the BGS Lexicon database.

Material collections

Palaeontological collection

Macrofossils and micropalaeontological samples collected from the district are held at BGS Keyworth.

Petrological collections

Petrological samples collected from the district are held at BGS Keyworth.

Geochemical samples

A database of stream sediment and water samples collected from the district are held at BGS Keyworth.

Borehole core collection

Samples and entire core from a small number of boreholes in the Rochdale district are held by the National Geosciences Record Centre, BGS, Keyworth.

BGS photographs

Copies of the photographs used in this report are deposited for reference in the BGS Library, Keyworth; prints and transparencies can be supplied at a fixed tariff. Part of the photographic archive can be accessed via the BGS website.

Other relevant collections

Mine abandonment plans

Coal abandonment plans are held by the Coal Authority, Mining Reports, 200 Lichfield Lane, Mansfield, Nottinghamshire, NG18 4RG.

Groundwater licensed abstractions, catchment management plans and landfill sites

Information on licensed water abstraction sites, for groundwater, springs and reservoirs, Catchment Management Plans with surface water quality maps, details of aquifer protection policy and extent of washlands and licensed landfill sites are held by the Environment Agency.

Geological conservation sites

Information on the Sites of Special Scientific interest present within the Rochdale district is held by English Nature, Pier House, Wallgate, Wigan, Lancashire, WN3 4AL.

References

Most of the references listed below are held in the Library of the British Geological Survey at Keyworth, Nottingham. Copies of the references can be purchased subject to the current copyright legislation. BGS Library catalogue can be searched online at: http://geolib.bgs.ac.uk

Aitkenhead, N, Bridge, D McC, Riley, N J, and Kimbell, S F. 1992. Geology of the country around Garstang. Memoir of the British Geological Survey, sheet 67 (England and Wales).

Aitkenhead, N, Barclay, W J, Brandon, A, Chadwick, R A, Chisholm, J I, Cooper, A H, and Johnson, E W. 2002. British regional geology: the Pennines and adjacent areas (Fourth Edition). (Keyworth, Nottingham: British Geological Survey.)

Arup Geotechnics. 1991. Review of mining instability in Great Britain. Report to the Department of the Environment, Arup Geotechnics, Ove Arup and Partners. (London: HMSO.)

Baldwin W. 1911. The Pleistocene lakes of Rochdale. Transactions of the Rochdale Literary and Scientific Society, Vol. 10, 17–21.

Brettle, M J. 2001. Sedimentology and high-resolution sequence stratigraphy of shallow water delta systems in the early Marsdenian (Namurian) Pennine basin, northern England. Unpublished PhD thesis, University of Liverpool.

Bristow, C S. 1988. Controls on sedimentation of the Rough Rock Group (Namurian) from the Pennine Basin of northern England. 114–131 in Sedimentation in a synorogenic basin complex: the Upper Carboniferous of north west Europe. Besley, B M, and Kelling, G (editors). (Glasgow and London: Blackie.)

Broadhurst, F M, and Simpson, I M. 1983. Syntectonic sedimentation, rigs, and fault reactivation in the Coal Measures of Britain. Journal of Geology, Vol. 91, 330–337.

Calver, M A. 1968. Distribution of Westphalian marine faunas in northern England and adjoining areas. Proceedings of the Yorkshire Geological Society, Vol. 37, l–72.

Chisholm, J I, Waters, C N, Hallsworth, C R, Turner, N, Strong, G E, and Jones, N S. 1996. Provenance of Lower Coal Measures around Bradford, West Yorkshire. Proceedings of the Yorkshire Geological Society, Vol. 51, l53–166.

Collinson, J D. 1988. Controls on Namurian sedimentation in the Central Province basins of northern England. 85–101 in Sedimentation in a synorogenic basin complex: the Upper Carboniferous of north west Europe. Besley, B M, and Kelling, G (editors). (Glasgow and London: Blackie.)

Collinson, J D, and Banks, N L. 1975. The Haslingden Flags (Namurian, G1) of south-east Lancashire: bar finger sands in the Pennine basin. Proceedings of the Yorkshire Geological Society, Vol. 40, 431–458.

Eagar, R M C, Baines, J G, Collinson, J D, Hardy, P G, Okolo, S A, and Pollard, J E. 1985. Trace fossil assemblages and their occurrence in Silesian (mid-Carboniferous) deltaic sediments of the Central Pennine Basin, England. 99–149 in Biogenic structures: their use in interpreting depositional environments. Curran, H A (editor). Society of Economic Palaeontologists and Mineralogists, Special Publication, No. 35.

Evans, D J, and Kirby, G A. 1999. The architecture of concealed Dinantian carbonate sequences over the Central Lancashire and Holme highs, northern England. Proceedings of the Yorkshire Geological Society, Vol. 52, 297–312.

Evans, D J, Walker, A S D, and Chadwick, R A. 2002. The Pennine Anticline, northern England — a continuing enigma? Proceedings of the Yorkshire Geological Society, Vol. 54, 17–34.

Glover, B W, Holloway, S, and Young, S R. 1993. An evaluation of coalbed methane potential in Great Britain. British Geological Survey Technical Report, WA/93/24.

Guion, P D, and Fielding, C R. 1988. Westphalian A and B sedimentation in the Pennine Basin, UK. 153–177 in Sedimentation in a synorogenic basin complex: the Upper Carboniferous of north west Europe. Besley, B M, and Kelling, G (editors). (Glasgow and London: Blackie.)

Guion, P D, Fulton, I M, and Jones, N S. 1995. Sedimentary facies of the coal-bearing Westphalian A and B north of the Wales–Brabant High. 45–78 in European coal geology. Whateley, M K G, and Spears, D A (editors). Geological Society of London Special Publication, No. 82.

Holdsworth, B K, and Collinson, J D. 1988. Millstone Grit cyclicity revisited. 132–152 in Sedimentation in a synorogenic basin complex: the Upper Carboniferous of north west Europe. Besley, B M, and Kelling, G (editors). (Glasgow and London: Blackie.)

Hull, E, Dakyns, J R, Tiddeman, R H, Ward, J C, Gunn, W, and De Rance, C E. 1875. Geology of the Burnley Coalfield. Memoir of the Geological Survey of Great Britain. Quarter Sheets 88NW, 89NW and NE and 92SW. (London: HMSO.)

Johnson, R H. 1985. The imprint of glaciation on the west Pennine uplands. 237–262 in The geomorphology of north-west England. Johnson, R H (editor). (Manchester: Manchester University press.)

Jowett, A. 1914. The glacial geology of east Lancashire. Quarterly Journal of the Geological Society of London, Vol. 70, 199–231.

Kirby, G A, Baily, H E, Chadwick, R A, Evans, D J, Holliday, D W, Holloway, S, Hulbert, A G, Pharaoh, T C, Smith, N J, Aitkenhead, N, and Birch, B. 2000. The structure and evolution of the Craven Basin and adjacent areas. Subsurface memoir of the British Geological Survey.

Leeder, M R. 1982. Upper Palaeozoic basins of the British Isles–Caledonide inheritance verses plate margin processes. Journal of the Geological Society of London, Vol. 139, 479–491.

Ramsbottom, W H C, Calver, M A, Eager, R M C, Hodson, F, Holliday, D W, Stubblefield, C J, and Wilson, R B. 1978. A correlation of Silesian rocks in the British Isles. Geological Society of London Special Report, No. l0.

Riley, N J, and McNestry, A. 1988. Biostrati-graphy and correlation of Boulsworth and Holmes Chapel boreholes. British Geological Survey Technical Report, WH/PD/88/375.

Trueman, A E, and Weir, J. 1946. A monograph of British Carboniferous non-marine lamellibranchia. Palaeontographical Society Monograph, Vol. 32, Part 1, pp. 18.

Waters, C N, Aitkenhead, N, Jones, N S, and Chisholm, I J. 1996. Late Carboniferous stratigraphy and sedimentology of the Bradford area, and its implications for the regional geology of northern England. Proceedings of the Yorkshire Geological Society, Vol. 51, 87–101.

Waters, C N, Browne, M A E, Dean, M T, and Powell, J H. 2007. Lithostratigraphical framework for Carboniferous successions of Great Britain (Onshore). British Geological Survey Research Report, RR/07/01.

Waters, C N, Chisholm, J I, Benfield, A C, and O'Beirne, A M. 2008. Regional evolution of a fluviodeltaic cyclic succession in the Marsdenian (late Namurian Stage, Pennsylvanian) of the Central Pennine Basin, UK. Proceedings of the Yorkshire Geological Society, Vol. 57, 1–28

Wright, W B, Sherlock, R L, Wray, D A, Lloyd, W, and Tonks, L H. 1927. The geology of the Rossendale anticline. Memoir of the Geological Survey of Great Britain, Sheet 76 (England and Wales).

Figures and plates

Figures

(Figure 1) Summary of the geological succession in the district.

(Figure 2) Geology of the Rochdale district.

(Figure 3) Principal units of the Millstone Grit Group.

(Figure 4) Stratigraphy of the Millstone Grit Group. SI Six Inch Coal; SR Sand Rock Coal; HBC Holcombe Brook Coal; C Coal.

(Figure 5) Stratigraphy of the Lower Coal Measures. Coal seams: DH Doghole; BF Burnley Four-Foot; Mn Maiden; LY Low Yard; LB Lower Bottom Stream (Clifton Blindstone); C Inferior Cannel; FT Fulledge Thin (Habergham Blindstone); K King; L Lady; Ch China (Cliviger Two-Foot); Cr Crackers; D Dandy; A Arley (Cliviger Four-Foot); DH DibHole; C Coal; P Pasture; CM Cemetry; Ca Cannel; UM Upper Mountain (Hogards); IS Inch; U Upper Foot; LM Lower Mountain; LF Lower Foot (Little); B Bassy; M Margery.

(Figure 6) Westphalian sandstones of the Rochdale district.

(Figure 7) Coal seams of the Burnley and Lancashire coalfields.

(Figure 8) Glacial, periglacial and postglacial deposits.

(Figure 9) Meltwater channels and drift filled valleys in the Rochdale district.

(Figure 10) Main structures of the district.

(Figure 11) Principal mineral resources of historical importance in the district.

(Figure 12) Engineering geological characteristics of the rocks and soils in the district. A general guide only to the engineering characteristics of the deposits in the district is indicated below. In practice, ground conditions from site to site are further influenced by such factors as geological structure, topography, the presence of undermining, the presence of faults, the variable depths and degrees of weathering and human activity; such factors should also be considered prior to undertaking engineering development.

Plates

(Plate 1) Upper Haslingden Flags in Thurns Quarry showing soft-sediment deformation (arrowed), of sandstone into underlying silty mudstone [SD 874 186] (P710972).

(Plate 2) Cox Green Quarry [SD 718 146] showing the Ousel Nest Grit in the quarry face and the Woodhead Hill Grit forming the skyline feature (P710973).

(Plate 3) Rushy Hill meltwater channel looking east: the meltwater has cut through the dip slope of the Helpet Edge Rock (left) and into the underlying mudstones causing the sandstone on the north side of the channel to fail [SD 8900 1615] (P710974).

(Plate 4) Landslide deposits in the Rossendale Valley above and below the Lower Haslingden Flags [SD 827 213] (P710975).

(Plate 5) Limestone hushings at Sheddon Plantation showing mounds of sandstone cobbles left after removal of limestone cobbles and clay matrix [SD 895 295] (P710976).

(Front cover) Cliviger Gorge (Photographer Tim Cullen, (P535961)).

(Rear cover)

(Index map) Index to the 1:50 000 series maps of the British Geological Survey

Figures

(Figure 3) Principal units of the Millstone Grit Group

Unit (former name) Map code Thickness (m) Lithology and coal working
Six Inch Coal SI 0–0.3 Crop working and opencast working
Rough Rock R 20–40 Sandstone, grey, weathering ochreous, medium- to very coarse-grained, with quartz pebbles, poorly sorted, thickly cross-bedded
Sand Rock Coal SR 0–0.7 Mine, crop and opencast working
Rough Rock Flags RF 0–10 Sandstone, grey-brown, very fine- to fine-grained, ripple laminated, micaceous
Upper Haslingden Flags UH 0–40 Sandstone, greenish grey, very fine- to fine-grained, thinly bedded, ripple laminated interbedded with sandy siltstone
Cancelloceras cumbriense Marine Band G1b1 Mudstone
Lower Haslingden Flags LH 0–60 Sandstone, greenish grey, very fine- to fine-grained, thinly bedded, ripple laminated interbedded with sandy siltstone
Cancelloceras cancellatum Marine Band G1a1 Mudstone
Holcombe Brook Coal HBC 0–0.4 Crop and mine working
Holcombe Brook Grit HB 10–30 Sandstone, medium-grained, thickly bedded, cross-bedded, well-sorted
Brooksbottoms Coal BBC 0–0.2 Crop working
Brooksbottoms Grit BB 5–20 Sandstone, fine- medium-grained, thinly bedded, ripple laminated
Huddersfield White Rock HWR 5–10
Bilinguites superbilinguis Marine Band R2c1 Mudstone
Coal 0–0.2 Crop working
Hazel Greave Grit HG Sandstone, fine- to medium-grained, cross-bedded and cross-stratified, ganister at top
Bilinguites metabilinguis Marine Band R2b5 Mudstone
Coal 0–0.2 Not worked
Helmshore Grit Hm 5–15 Sandstone, fine- to medium-grained, cross-bedded and cross-stratified, micaceous in part
Coal 0–0.5 Not worked
Fletcher Bank Grit (Revidge Grit, Gorpley Grit) FB 25–110 Sandstone medium- to coarse-grained, thickly bedded, cross-bedded
Bilinguites bilinguis Marine Band R2b2 Mudstone
Readycon Dean Flags RDF 0–10 Sandstone, very fine- to fine-grained, micaceous, planar laminated; interbedded with siltstone
Bilinguites bilinguis Marine Band R2b1 Mudstone
Bilinguites gracilis Marine Band R2a1 Mudstone
Coal 0–0.2 Crop working
Upper Kinderscout Grit LK 0–40 Sandstone, medium- to coarse-grained, pebbly in parts, thickly cross bedded
Reticuloceras reticulatum Marine Band R1c2 Mudstone
Todmorden Grit (Parsonage Sandstone TG 20–60 Sandstone, coarse-grained to granular, massive
Reticuloceras reticulatum Marine Band R1c1 Mudstone

(Figure 6) Westphalian sandstones of the Rochdale district

Unit (former name) Map code Thickness (m) Lithology
Doghole Rock DhR At least 9 m Sandstone, fine to medium-grained, well bedded
Tim Bobbin Rock TB 3–49 Sandstone, grey-brown, fine-grained, cross-bedded, with ironstone
China Rock CH 12–28 Sandstone, fine-grained, medium bedded, cross-bedded or massive
Dandy Rock DR 9–44 Sandstone, fine-grained, medium bedded, cross-bedded
Riddle Scout Rock RS 0–15 Sandstone, green-grey, medium-grained, micaceous, cross-bedded
Old Lawrence Rock OL 0–37 Sandstone, greenish grey, fine- to medium-grained, parallel bedded and ripple laminated, with subordinate mudstone interbeds
Dyneley Knoll Flags DK 0–31 Sandstone, fine-grained, micaceous, ripple laminated, green-grey, cross-bedded, with numerous mudstone interbeds
Milnrow Sandstone (Crutchman Sandstone) MS 0–50 Sandstone, weathers ochreous, mainly medium-grained, cross-bedded or massive
Darwen Flags (Trough Edge End Sandstone) DF 0–c.10 Sandstone, fine-grained, ripple laminated, micaceous
Icconhurst Sandstone IS 0 to 15 Sandstone, grey and brown, cross-bedded
Helpet Edge Rock (Warmden Sandstone) HE 0 to 24 Sandstone, grey-brown, fine- to coarse-grained, large-scale cross-bedded or massive
Inch Rock IR 0–c. 5 Sandstone, fine- to medium-grained, yellow and brown
Great Arc Sandstone (Bullion Rock) GA 0 to 20 Sandstone, fine- to medium-grained, cross-bedded and ripple laminated
Gannister Rock GR 0 to 15 Sandstone, medium-grained, cross-bedded and ripple laminated; siliceous in upper part
Lower Foot Rock LFR 0–2 Sandstone, fine-grained, ripple laminated, micaceous
Woodhead Hill Rock WH 10–45 Sandstone, weathers ochreous, mainly medium-grained with rare pebbles, thickly cross-bedded in upper part, parallel bedded in lower part
Ousel Nest Grit ON 0–30 Sandstone, medium- to coarse-grained, thickly bedded, cross-bedded
Margery Flags MF 0–3 Sandstone, fine-grained, thinly bedded, ripple laminated, micaceous

(Figure 7) Coal seams of the Burnley and Lancashire coalfields

Coal seam (alternative names(s)) Map code Thickness (m) Type of workings
Doghole Rider Coal DhR 0.5 Not worked
Doghole Coal Dh 1.6–2.0 Mine working
Kershaw Coal Ke 0.8–2.3 Mine working
Charlie Coal (Palace House Top Bed) Cl 0.3–0.9 Not worked
Shell Coal (Top Palace Thin Bed; Top) Sh 0.0–1.3 Mine working
Burnley Four Foot Coal (Low; Old Thick Palace; Low Bed; Old Thick) BFF 0.6–1.5 Mine working
Maiden Coal (Old Yard) Md 0.9–1.5 Mine working
Lower Yard Rider Coal LrYR 0.0–0.5 Not worked
Lower Yard Coal LrY 1.0–2.0 Mine working
Low Bottom Rider Coal (Blindstone Rider) LBR 0.1–0.2 Not worked
Low Bottom Coal (Steam; Clifton Blindstone; Toe-Rag; Cornfield Four Foot) LB 0.8–1.2 Mine and crop working and opencast
Inferior Cannel Coal IC 0.0–0.8 Not worked
Fulledge Thin Coal (Haberham Blandstone; Top) FT 0.4–1.2 Mine and crop working and opencast
King Coal (Great; Bing; Six Foot) K 0.0–3.2 Mine and crop working and opencast
Lady Coal L 0.0–1.5 Not worked
China Coal (Cliviger Two Foot) Ch 0.0–0.8 Mine, crop and opencast working
Crackers Coal (Cannel) Cr 0.1–2.5 Mine, crop and opencast working
Dandy Coal (Top; Cally) D 0.0–1.7 Mine, crop and opencast working
Arley Coal (Cliviger Four Foot) A 0.9–2.0 Mine, crop and opencast working
Dib Hole Coal DH 0.0–0.1 Not worked
Pasture Coal P 0.1–1.2 Crop working
Cemetry Coal Cm 0.0–0.4 Crop working
Union Coal U 0.8–1.6 Mine, crop and opencast working
Cannel Coal Ca 0.0–0.9 Mine, crop and opencast working
Upper Mountain Coal (Top Bed; Old Robin; Hogards) UM 0.0–1.1 Mine, crop and opencast working
Inch Coal I 0.0–0.5 Mine and crop working
Upper Foot Coal (Bullion) UF 0.0–0.7 Mine and crop working
Lower Mountain Coal (Yard) LM 0.0–1.3 Mine, crop and opencast working
Lower Foot Coal (Little) LF 0.0–0.8 Mine and crop working
Bassy Coal (Shale Bed) B 0.0–1.2 Mine and crop working
Margery Coal M 0.0–0.2 Not worked

(Figure 8) Glacial, periglacial and postglacial deposits

Type Thickness (m) Morphology Deposit
Till Widespread; generally less than 5, locally up to 35 Featureless spreads Lodgement till; very stiff, over-consolidated grey-brown or grey clay matrix with varying proportions of sand and silt. It also contains pebbles and cobbles, and more rarely boulders; ablation till; normally consolidated, unsorted grey-brown sandy silty clay
Kettle kame topography Ablation till; normally consolidated, unsorted grey-brown sandy silty clay
Glaciofluvial deposits Highly variable, but up to 10 Sheet-like spreads and low mounds Mainly bedded sand and rare gravel and impersistent beds of clay
Glaciolacustrine deposits Highly variable, but up to 30 Flat spreads Poorly consolidated soft clay and silt, commonly laminated
Lacustrine deposits 3–10 Accumulation in hollows Poorly consolidated soft clay and silt, commonly laminated
Head (solifluction or colluvial deposits) Locally common; generally less than 5 Accumulations in hollows, shallow valleys and at the base of slopes Poorly consolidated and unsorted deposits, composition closely reflects the upslope source material, varies considerably from sandy clay to clayey sand; shear surfaces may be common
Alluvium Up to 3 Narrow flats in channels and tributaries of the rivers Irwell, Roch, Lancashire Calder and Yorkshire Calder Heterogenous clay, silt and sand with rare gravel lags
River terrace deposits Up to 3 Flat surfaces above alluvium in the Irwell valley Silt, sand and gravel
Alluvial fan deposits Up to 5 Flat at confluence of side valleys with main valleys Silt, sand and gravel
Peat Up to 2 Flat spreads in hollows and on high moorland Organic soil

(Figure 11) Principal mineral resources of historical importance in the district.

Main resource (main source in bold) Source Activity Use
Sandstone

All Namurian and Westphalian sandstones have been worked. Those widely exploited are listed, (right)

Darwen Flags, Woodhead Hill Grit, Ousel Nest Grit, Rough Rock, Rough Rock Flags, Upper and Lower Haslingden Flags, Fletcher Bank Grit Several working quarries; formerly quarried very extensively and locally mined Sandstone: crushed rock, constructional fill and walling stone.

Flags: paving, crushed rock, concrete products, walling and building stone

Sand and gravel Glaciofluvial deposits

Alluvial and river terrace deposits

No current working Concrete aggregate; building and asphalt sand
Coal Coal Measures, Millstone Grit Formerly of great importance; two small pits currently working; potential for opencast Engine, household, gas and coking coal
Brick clay Coal Measures, Millstone Grit Current working in Accrington and Padiham areas Building bricks
Galena Mineral vein along Theiveley Fault Minor importance; no economic significance; no current workings Lead
Peat Upland Peat Formerly of minor importance Domestic fuel; unsuitable for horticultural purposes
Made ground Sandstone spoil, Mine stone (burnt shale) Little utilised Bulk-fill
Limestone Till Formerly of major importance; no current economic significance Agriculture lime, flux in iron industry

(Figure 12) Engineering geological characteristics of the rocks and soils in the district

A general guide only to the engineering characteristics of the deposits in the district is indicated below. In practice, ground conditions from site to site are further influenced by such factors as geological structure, topography, the presence of undermining, the presence of faults, the variable depths and degrees of weathering and human activity; such factors should also be considered prior to undertaking engineering development.

Engineering geological units Geological units Description/Characteristics Engineering considerations
Foundation conditions Excavation Engineering fill Site investigation
SOILS
Mixed coarse and fine soils Stiff–dense Till Stiff to very stiff, stony, sandy CLAY with interbeds and lenses of silt, sand and gravel Generally good, but design care needed when water- bearing sand and silt layers/ lenses are present Diggable. Generally stable in short term but dependent on water- bearing layers. Ponding of water may pose problems when working Suitable if care taken in selection and extraction Determine variations in lithology and thickness, and presence of water-bearing horizons
Soft–firm Head Generally soft to firm sandy CLAY with stones. May contain relict shear surfaces of low shear strength. Locally may be sand and gravel Generally poor. Relict shear surfaces may cause stability problems on shallow slopes. Limited thickness may allow economic removal Diggable. Generally poor stability Generally unsuitable due to variability, but may be suitable as bulk fill in some areas Establish local variations in lithology and thickness, and presence of shear surfaces that may affect stability of excavations
Soft–loose Alluvium Lacustrine deposits Very soft to firm, some laminated CLAY and SILT with impersistent peat and loose to dense SAND and GRAVEL Soft, highly compressible zones may be present, with risk of severe differential settlements Diggable. Poor stability. Running conditions in sands/silts Generally unsuitable Determine presence, depth and extent of soft compressible zones and depth to sound strata. Trial pitting advisable
Coarse soils Medium dense Alluvial fan deposits River terrace deposits Glaciofluvial deposits Talus Medium dense, fine- to coarse-grained SAND and medium dense to dense GRAVEL with some cobbles. Sandy clay and silt may occur locally. Talus mainly of angular sandstone cobbles and boulders Generally good. Thick deposits in buried channels may be significant in design Diggable. Immediate support/casing required. May be water-bearing Sand and gravel generally suitable as granular fill Need to determine thickness and lithological variations and presence and dimensions of possible buried channels. Geophysical methods may be advisable
Organic soils Soft Peat Fibrous/amorphous peat on moorland plateaux Very poor; very weak, highly compressible; acidic ground- water Diggable. Poor stability. Generally wet ground conditions Unsuitable Determine extent and depth of deposit and sample for ground­water acidity
Man-made deposits Highly variable Made ground

Infilled ground

Highly variable in composition depth and
geotechnical properties
Very variable. May be highly compressible. High sulphate conditions likely in shale/ mudstone fill. Hazardous waste may be present Usually diggable. Hazardous waste may be present at some sites Highly variable. Some material (e.g. mud- stone/sandstone) may be suitable Essential to follow published guidelines for current best practice. Special techniques/

precautions may be required

Landslide deposits Highly variable Landslide Variable deposits of clay, mudstone and sandstone, depending on source; slip surfaces of low shear strength usually present. Rockfall detritus may be extensive below scarps Slope movement to be reactivated by excavation. Stability assessment required prior to any engineering works. Generally unsuitable for built development unless made suitable by appropriate engineered remedial measures. Sandstone blocks, rock debris and steep slopes may pose difficulties at some sites Generally unsuitable due to material variability, difficulty of working and potential slope instability Investigations should be focused to establish stability of landslip and slopes prior to

adjacent development and/or design of remedial works

BEDROCK
Sandstone Strong Sandstone of the Lower Coal Measures and Millstone Grit Group Moderately to well-jointed, thinly to thickly bedded, fine- to coarse-grained SANDSTONE. Strong to moderately strong when fresh or slightly weathered Usually good. Bed thickness, interbedded mudstones and depth of weathered zone important in design Dependent on joint spacing. Ripping, pneumatic tools or blasting Suitable as high grade fill if care taken in election and extraction; bulk fill if uneconomic to separate from mudstone Determine nature and thickness of weathered zone, and groundwater (possibly artesian) conditions. In situ loading tests

advisable to assessbearing strengths

Mudstone/ siltstone Moderately strong Mudstone, shale, seatearth and silt- stone of the Lower Coal Measures and Millstone Grit Group; calcareous mudstone of the Bowland

Shale Group

Fissured, weak to moderately strong, MUDSTONE, SHALE, CLAYSTONE, SILTSTONE weathering to firm to stiff silt; clay. Tendency to deteriorate and soften when exposed/wetted Generally good, but nature and thickness of weathered zone significant. Locally high sulphate conditions. Foundation levels may need protection in open excavations Weathered mudstone usually diggable; ripping or pneumatic breakers required at depth and for fresh material Suitable as general fill under controlled compaction conditions Determine nature and thickness of weathered zone. In situ loading tests advisable to assessbearing strengths