8. Hydrogeology and Land Contamination
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A Building Stone Atlas of Warwickshire
Strategic Stone Study A Building Stone Atlas of Warwickshire First published by English Heritage May 2011 Rebranded by Historic England December 2017 Introduction The landscape in the county is clearly dictated by the Cob was suitable for small houses but when more space was underlying geology which has also had a major influence on needed it became necessary to build a wooden frame and use the choice of building stones available for use in the past. The wattle fencing daubed with mud as the infilling or ‘nogging’ to geological map shows that much of this generally low-lying make the walls. In nearly all surviving examples the wooden county is underlain by the red mudstones of the Triassic Mercia frame was built on a low plinth wall of whatever stone was Mudstone Group. This surface cover is however, broken in the available locally. In many cases this is the only indication we Nuneaton-Coventry-Warwick area by a narrow strip of ancient have of the early use of local stones. Adding the stone wall rocks forming the Nuneaton inlier (Precambrian to early served to protect the wooden structure from rising damp. The Devonian) and the wider exposure of the unconformably infilling material has often been replaced later with more overlying beds of the Warwickshire Coalfield (Upper durable brickwork or stone. Sometimes, as fashion or necessity Carboniferous to early Permian). In the south and east of the dictated, the original timber framed walls were encased in county a series of low-lying ridges are developed marking the stone or brick cladding, especially at the front of the building outcrops of the Lower and Middle Jurassic limestone/ where it was presumably a feature to be admired. -
Davenport Green to Ardwick
High Speed Two Phase 2b ww.hs2.org.uk October 2018 Working Draft Environmental Statement High Speed Rail (Crewe to Manchester and West Midlands to Leeds) Working Draft Environmental Statement Volume 2: Community Area report | Volume 2 | MA07 MA07: Davenport Green to Ardwick High Speed Two (HS2) Limited Two Snowhill, Snow Hill Queensway, Birmingham B4 6GA Freephone: 08081 434 434 Minicom: 08081 456 472 Email: [email protected] H10 hs2.org.uk October 2018 High Speed Rail (Crewe to Manchester and West Midlands to Leeds) Working Draft Environmental Statement Volume 2: Community Area report MA07: Davenport Green to Ardwick H10 hs2.org.uk High Speed Two (HS2) Limited has been tasked by the Department for Transport (DfT) with managing the delivery of a new national high speed rail network. It is a non-departmental public body wholly owned by the DfT. High Speed Two (HS2) Limited, Two Snowhill Snow Hill Queensway Birmingham B4 6GA Telephone: 08081 434 434 General email enquiries: [email protected] Website: www.hs2.org.uk A report prepared for High Speed Two (HS2) Limited: High Speed Two (HS2) Limited has actively considered the needs of blind and partially sighted people in accessing this document. The text will be made available in full on the HS2 website. The text may be freely downloaded and translated by individuals or organisations for conversion into other accessible formats. If you have other needs in this regard please contact High Speed Two (HS2) Limited. © High Speed Two (HS2) Limited, 2018, except where otherwise stated. Copyright in the typographical arrangement rests with High Speed Two (HS2) Limited. -
3-D Bedrock Geology Model of the Permo-Triassic of Yorkshire and East Midlands
3-D Bedrock geology model of the Permo-Triassic of Yorkshire and East Midlands Geology and Landscape Southern Britain Programme Internal Report CR/06/091 BRITISH GEOLOGICAL SURVEY GEOLOGY AND LANDSCAPE SOUTHERN BRITAIN PROGRAMME INTERNAL REPORT CR/06/091 The National Grid and other Ordnance Survey data are used with the permission of the 3-D Bedrock geology model of Controller of Her Majesty’s Stationery Office. Licence No: 100017897/2006. the Permo-Triassic of Yorkshire Keywords and East Midlands Report; 3-D Model; Sherwood Sandstone Group; Mercia Mudstone Group; Sneinton Formation; Permian; Roxby Formation; Brotherton Ford, J., Napier, B., Cooper, A., Pharaoh, T., Vincent, C., Carney, Formation; Edlington Formation; J., Thorpe, S., Brayson, J. Cadeby Formation; Yellow Sands Formation; Basal Permian Breccia; Aquifer;. Front cover Model output showing faulted elevation grid for the base Sherwood Sandstone Group and the thickness of the Sherwood Sandstone Group Bibliographical reference FORD, J., NAPIER, B., COOPER, A., PHARAOH, T., VINCENT, C., CARNEY, J., THORPE, S., BRAYSON, J.. 2005. 3-D Bedrock geology model of the Permo-Triassic of Yorkshire and East Midlands. British Geological Survey Internal Report, CR/06/091. 39pp. Copyright in materials derived from the British Geological Survey’s work is owned by the Natural Environment Research Council (NERC) and/or the authority that commissioned the work. You may not copy or adapt this publication without first obtaining permission. Contact the BGS Intellectual Property Rights Section, British Geological Survey, Keyworth, e-mail [email protected]. You may quote extracts of a reasonable length without prior permission, provided a full acknowledgement is given of the source of the extract. -
Geological Assessment
Lydia Clare Ellis Hill Farm Swinscoe Ashbourne Derbyshire DE6 2HH Geological Assessment: This report contains a geological description of the specified site or area. It is based on currently available 1:10 000 scale geological maps, unless otherwise stated, together with other relevant local information such as borehole records. The report includes extracts from digitised 1:50 000 scale geological maps (DigMapGB-50). The report contains the following modules: Geological Assessment (area) Geological Map Extracts Geoscience Data List Natural Ground Stability Report Id: GR_218809/1 Client reference: Search location This report describes a site located at National Grid Reference 413096, 345351. Note that for sites of irregular shape, this point may lie outside the site boundary. Where the client has submitted a site plan the assessment will be based on the area given. Search location indicated in red This product includes mapping data licensed from Ordnance Survey. © Crown Copyright and/or database right 2018. Licence number 100021290 EUL Scale: 1:5 000 (1cm = 50 m) Contains Ordnance Survey data © Crown Copyright and database right 2018 OS Street View: Scale: 1:5 000 (1cm = 50 m) Date: 24 July 2018 Page: 2 of 28 © NERC, 2018. All rights reserved. BGS Report No: GR_218809/1 Geological Map Extracts This part of the report contains extracts of geological maps taken from the 1:50 000 scale BGS Digital Geological Map of Great Britain (DiGMapGB-50). The geological information in DiGMapGB is separated into four themes: artificial ground, landslide deposits, superficial deposits and bedrock, shown here in separate maps. The fifth ‘combined geology’ map superimposes all four of these themes, to show the geological formations that occur at the surface, just beneath the soil. -
Lct 5: Undulating Enclosed Farmland
LCT 5: UNDULATING ENCLOSED FARMLAND General Description This character type is defined by undulating topography and the associated small to medium scale enclosure into which it is divided. Key characteristics are the generally cohesive and un-fragmented historic landscape in the south of the borough, small woodlands, ponds and streams, nucleated rural villages and scattered farmsteads. Land use is mainly pasture. Away from main roads, railways and settlement the landscape is generally quiet and rural. Views within this type very much depend upon location and the nature of the immediate topography. There is a range of monuments from Bronze Age barrows to post medieval canal locks. The character type is found across a large part of the Cheshire West and Chester borough; to the east between Northwich and the Sandstone Ridge and in the south of the borough. Visual Character The location of this landscape type is reflected in the prevailing views which extend to adjacent character areas, either out over the low-lying plain or up towards the often dominant Sandstone Ridge. Roads typically follow the rolling topography, offering extensive views from high vantage points out over the immediate field pattern and extending to the high ground in the far distance such as the Pennines in the east. Long distance views are sometimes affected by large scale industrial works in adjacent areas. LCT 5: Undulating Enclosed Farmland 138 From low ground the landscape appears smaller in scale due to the increase in enclosure and the contained views where skylines are typically formed by hedgerow trees, woodland and farmsteads, with occasional electricity pylons and church spires. -
Engineering Geological Aspects of Embankment Dams on Mercia Mudstone
Engineering Geological Aspects of Embankment Dams on Mercia Mudstone Tim Blower, CEng, MICE, CGeol, FGS Outline of Presentation • Introduction • Lincoln case study • Initial studies into Mercia Mudstone • Site investigations • Research on historical dams • Observations • Lincoln case study - reprise Embankment Dams on Mercia Mudstone Introduction • Lincoln WTW Project • Promoters are ANGLIAN WATER • Forecast supply deficit of 20 Ml/d by 2035 in Lincoln area • Business Case solution is a new 20 Ml/d treatment works in the Lincoln area • To satisfy future demand growth in this area, but also to improve resilience (increasing demand further south) Embankment Dams on Mercia Mudstone Newton Cliff SAM RWR Raw water pipeline Treated water pipeline New Pumping Station Existing WTW New river intake New WTW RWR Lincoln WTW Project – Storage Reservoir • Earth fill embankment dam • Roughly oval shape • 10 days storage including outage time • Capacity 285,000m 3 • Earthworks volumes - cut & fill: 220,000m 3 Embankment Dams on Mercia Mudstone Desk Study • Project Constraints • Risk Areas • Planning the GI • Initial studies on the Mercia Mudstone • Walkover survey Embankment Dams on Mercia Mudstone General References on Mercia Mudstone • Chandler, R.J. & Forster, A (2001). Engineering in Mercia mudstone. CIRIA Report C570. • Hobbs, P.R.N. et. al. (2001). Engineering Geology of British Rocks and Soils - Mudstones of the Mercia Mudstone Group; BGS Research Report RR/01/02. • Howard, A.S. et.al. (2008). A Formational Framework for the Mercia Mudstone Group (Triassic) of England and Wales; BGS Research Report RR/08/04. Embankment Dams on Mercia Mudstone Outcrop of Mercia Mudstone 10 MM age from Mid Triassic (Anisian) to latest Triassic 9 (Rhaetian) 8 6 (241 – 205 mybp). -
Western Link
Western Link Ground Investigation Report 20 October 2017 Warrington Borough Council Mott MacDonald Spring Bank House 33 Stamford Street Altrincham WA14 1ES United Kingdom T +44 (0)161 926 4000 F +44 (0)161 929 8915 mottmac.com Warrington Borough Council Warrington 26-30 Horsemarket Street Western Link WA1 1XL 382900-WL-MMD-07-ZZ-RP-N-0002 https://mottmac.sharepoint.com/teams/pj-b1092/Shared Documents/12 - Geotechnics/Reports/Documents/382900-WL-MMD-07-ZZ-RP-N-0002 GIR.docx Mott MacDonald Ground Investigation Report 20 October 2017 Mott MacDonald Limited. Registered in England and Wales no. 1243967. Registered office: Mott MacDonald House, 8-10 Sydenham Road, Croydon CR0 2EE, Warrington Borough Council United Kingdom Mott MacDonald | Western Link Ground Investigation Report Contents Executive summary 1 1 Introduction 3 1.1 Scope and Objective of the Report 3 1.2 Description of Project 3 1.3 Geotechnical Category of Project 4 2 Existing Information 5 2.1 Topographic Maps (Old and Recent) 5 2.2 Geological Maps and Memoirs 5 2.3 Hydrology 6 2.4 Hydrogeology 6 2.5 Records of Mines and Mineral Deposits 6 2.6 Land Use and Soil Survey Information 7 2.7 Archaeological and Historical Investigations 7 2.8 Existing Ground Investigations 8 2.9 Consultation with Statutory Bodies and Agencies 8 2.10 Flood Records 8 2.11 Contaminated Land 8 3 Field and Laboratory Studies 9 3.1 Walkover Survey 9 3.2 Ground Investigation 9 3.3 Other Field Work 10 3.4 Laboratory Investigation 10 4 Ground Summary 12 4.1 Overview 12 5 Ground Conditions and Material Properties -
6 Merseyside
6 Merseyside 6.1 Administrative set-up Merseyside takes its name from the River Mersey and is a metropolitan county in North West England. Merseyside came into existence as a metropolitan county in 1974, after the passage of the Local Government Act 1972, and the county consists of five metropolitan boroughs adjoining the Mersey Estuary, including the City of Liverpool. Merseyside encompasses about 645 km2 (249 sq miles) and has a population of around 1,350,100 (Office of National Statistics). Number of Males Females Total Area Merseyside people per (thousands) (thousands) (thousands) (hectares) hectare Knowsley 71.7 79.1 150.8 8629.3 17.48 Liverpool 212.7 222.8 435.5 11159.08 39.03 Sefton 131.3 144.9 276.2 15455.66 17.87 St Helens 86.5 91 177.5 13589.08 13.06 Wirral 147.7 162.4 310.1 15704.9 19.75 Total 649.9 700.2 1350.1 64538.02 107.19 Table 3 Demographics of Merseyside (sourced various from ONS www.statistics.gov.uk) Merseyside County Council was abolished in 1986, and so its districts (the metropolitan boroughs) are now essentially unitary authorities. However, the metropolitan county continues to exist in law and as a geographic frame of reference. Merseyside is divided into two parts by the Mersey Estuary: the Metropolitan Borough of Wirral is located to the west of the estuary on the Wirral Peninsula; the rest of the county is located on the eastern side of the estuary. The eastern boroughs of Merseyside border Lancashire to the north and Greater Manchester to the east, and both parts of Merseyside, west and east of the estuary, border Cheshire to the south. -
Using Core and Outcrop Analogues to Predict Flow Pathways in the Subsurface: Examples from the Triassic Sandstones of North Ches
Adv. Geosci., 49, 121–127, 2019 https://doi.org/10.5194/adgeo-49-121-2019 © Author(s) 2019. This work is distributed under the Creative Commons Attribution 4.0 License. Using core and outcrop analogues to predict flow pathways in the subsurface: examples from the Triassic sandstones of north Cheshire, UK Joanna Thompson, Daniel Parkes, Edward Hough, and Oliver Wakefield British Geological Survey, Keyworth, Nottingham, NG12 5GG, UK Correspondence: Joanna Thompson ([email protected]) Received: 30 May 2019 – Accepted: 2 August 2019 – Published: 19 September 2019 Abstract. Borehole core provides detailed vertical data resources such as pore space and heat extraction. Subsurface which is used to interpret subsurface sand body architec- fluid flow is relevant to the development of new, low-carbon tures, but assumptions are made on the relationship between energy technologies (e.g., geothermal systems located in sed- the lateral and vertical thickness, and the interconnectivity imentary aquifers, underground gas storage and Carbon Cap- of units. The sedimentological complexity of the Sherwood ture and Storage; CCS). In the UK, there is the potential for Sandstone Group succession in this area, passing between the development of these geological settings where there are aeolian and fluvial packages creates local- to regional-scale porous and permeable rocks that may serve as production or heterogeneities which will impact flow pathways within the storage horizons located in proximity to sources of energy rockmass. Measured thickness in boreholes might represent such as shale gas reservoirs, coal seams or renewables; op- an architectural element’s true maximum thickness or more erational viability is increased where these geologies are lo- likely, a partial thickness as a result of incision by over- cated near areas of industrial activity or areas of dense popu- lying facies types or as a result of the borehole sitting to- lation. -
Compartmentalisation and Groundwater
Durham Research Online Deposited in DRO: 14 July 2020 Version of attached le: Published Version Peer-review status of attached le: Peer-reviewed Citation for published item: Wilson, Miles. P. and Worrall, Fred. and Clancy, Sarah. A. and Ottley, Christopher. J. and Hart, Alwyn. and Davies, Richard. J. (2020) 'Compartmentalisation and groundwatersurface water interactions in a prospective shale gas basin : assessment using variance analysis and multivariate statistics on water quality data.', Hydrological processes., 34 (15). pp. 3271-3294. Further information on publisher's website: https://doi.org/10.1002/hyp.13795 Publisher's copyright statement: c 2020 The Authors. Hydrological Processes published by John Wiley Sons Ltd. This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited. Additional information: Use policy The full-text may be used and/or reproduced, and given to third parties in any format or medium, without prior permission or charge, for personal research or study, educational, or not-for-prot purposes provided that: • a full bibliographic reference is made to the original source • a link is made to the metadata record in DRO • the full-text is not changed in any way The full-text must not be sold in any format or medium without the formal permission of the copyright holders. Please consult the full DRO policy for further details. Durham University Library, Stockton Road, Durham DH1 3LY, United Kingdom Tel : +44 (0)191 334 3042 | Fax : +44 (0)191 334 2971 https://dro.dur.ac.uk Received: 23 January 2020 Accepted: 25 April 2020 DOI: 10.1002/hyp.13795 RESEARCH ARTICLE Compartmentalisation and groundwater–surface water interactions in a prospective shale gas basin: Assessment using variance analysis and multivariate statistics on water quality data Miles P. -
REGIONAL GEOLOGY by Graham K. Lott
CHAPTER II REGIONAL GEOLOGY by Graham K. Lott The ‘quarrying’ and use of local stone in Notting- the Triassic comprises a thick succession of non- hamshire, for both building and decorative purposes, marine, green-grey to reddish brown sandstones, dates back to Roman times. However, the lithological siltstones and mudstones, the latter including thinly units that characterise the geological succession interbedded, grey-green, dolomitic, very fine grained within the county contain only a few beds of stone sandstones (known locally as skerry). In contrast, the suitable for these purposes. This lack of indigenous early Jurassic marine succession is only sporadically stone useful for decorative carving is reflected in the exposed along the northern edge of the low-lying composition of the suite of carved stone fragments Vale of Belvoir and comprises a succession of grey that have been studied as part of this Corpus project. limestones and mudstones (Lias Group). The eastern By far the majority of the stones examined consist part of the county is locally blanketed by extensive of lithologies (primarily sandstones and limestones) tracts of glacial and alluvial sediments (unconsolidated sourced from outside the county border. sands, gravels, clays and muds) of Quaternary age. carboniferous THE GEOLOGY OF NOTTINGHAMSHIRE Pennine Coal Measures Group Nottinghamshire has a relatively simple geological The Carboniferous rocks that crop out in the west of succession comprising a sequence of eastwards- the county form part of the Pennine Coal Measures dipping sedimentary rock units whose outcrops Group. This succession is best known economically extend from north to south across the county (see for its coal reserves but also contains a number of Fig. -
Figures 12.1 to 12.3
LEGEND ¯ SOLID GEOLOGY Appleby Group Cumbrian Coast Group Mercia Mudstone Group Millstone Grit Group [see also MIGR] Pennine Coal Measures Group Sherwood Sandstone Group Warwickshire Group TORKINGTON HAZEL GROVE Coal seam, observed Fault Lines A6 Fossil Lines WYTHENSHAWE Norbury Moor Hazel Grove Railway Line WOODHOUSE PARK Proposed A6 bus bridge B5166 A5143 Old Mill SCHEME CHEADLE HULME Lane Norbury Brook A6 HEALD GREEN Potential Working Areas MOSS NOOK A523 B5358 A34 STANLEY GREEN BRAMHALL B5094 A555 MANCHESTER CHEADLE HANDFORTH HAZEL STOCKPORT GROVE CHEADLE HULME A5102 BRAMHALL POYNTON Manchester A555 Airport POYNTON A34 CHESHIRE EAST 0250 500 1000 1500 m A5102 A5149 Scale @ A3 Date 1:35,000 07-10-13 This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty’s Stationery Office © Crown copyright. Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. (LA100019571) (2009). This drawing may be used only for the purpose intended and only written dimensions shall be used Client Stockport M.B.C Project SEMMMS A6 to Manchester Airport Relief Road Title SOLID GEOLOGY Figure No. FIGURE 12.1 © Mouchel LEGEND DRIFT GEOLOGY ¯ Alluvial Fan Deposits Alluvium Glaciofluvial Deposits, Devensian Glaciofluvial Sheet Deposits, Devensian Glaciolacustrine Deposits, Devensian Lacustrine Deposits Peat River Terrace Deposits (undifferentiated) TORKINGTON Shirdley Hill Sand Formation Till, Devensian HAZEL GROVE Coal seam, observed WYTHENSHAWE Fault Lines Norbury Moor Fossil Lines WOODHOUSE PARK HIGH LANE SCHEME CHEADLE HULME HEALD GREEN Potential Working Areas MOSS NOOK STANLEY GREEN BRAMHALL MANCHESTER CHEADLE HAZEL WILMSLOW STOCKPORT GROVE CHEADLE HULME BRAMHALL Manchester Airport POYNTON POYNTON CHESHIRE EAST 0250 500 1000 1500 m Scale @ A3 Date 1:35,000 02-10-13 This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty’s Stationery Office © Crown copyright.