Specification for a Scheme of Archaeological Works

Total Page:16

File Type:pdf, Size:1020Kb

Specification for a Scheme of Archaeological Works Specification for a Scheme of Archaeological Works: The Deposition of Dredged Silt from the River Ashop onto Adjacent Land at Alport Bridge, Derbyshire. NGR: SK 1385 8942 Planning Authority: Peak District National Park Planning Ref.: NP/HPK/0412/0381 PCAS Job No.: 917 PCAS Site Code: DRAM12 Accession Code: DERSB 2012.14 Prepared for NMC Nomenca On behalf of Severn Trent Water October 2012 Pre-Construct Archaeological Services Ltd 47, Manor Road Saxilby Leicestershire LN1 2HX Tel. 01522 703800 Fax. 01522 703656 Pre-Construct Archaeological Services Ltd Non-technical summary ...........................................................................................................3 8.1 1.0 Introduction ...................................................................................................................4 2.0 Site location and description ..........................................................................................4 SYH 3.0 Geology and Topography ..............................................................................................4 ER 4.0 Planning background and heritage designations ...........................................................5 Entri 5.0 Archaeological and historical background .....................................................................6 es 6.0 Aims and objectives of the project .................................................................................7 within 7.0 Fieldwork methodology..................................................................................................8 a 1 7.1 Recording ........................................................................................................ 10 km 7.2 Human remains ............................................................................................... 10 radiu 7.3 Environmental Sampling .................................................................................. 11 s of 7.4 Treasure .......................................................................................................... 11 the 7.5 Health and Safety ............................................................................................ 11 study 8.0 Post-fieldwork methodology ........................................................................................ 12 site: 9.0 Reporting procedure .................................................................................................... 13 10.0 Publication and dissemination ..................................................................................... 13 11.0 Archive preparation and deposition ............................................................................. 13 12.0 Copyright ..................................................................................................................... 14 13.0 Timescale .................................................................................................................... 14 14.0 Monitoring arrangements ............................................................................................. 14 15.0 Contacts ...................................................................................................................... 15 16.0 Other factors ............................................................................................................... 15 17.0 Insurance .................................................................................................................... 15 18.0 References .................................................................................................................. 15 WSI: Deposition of Dredged Silt from River Ashop onto Adjacent Land, Alport Bridge, Derbyshire. 2 PCAS Ltd., 2012: 917 Specification for a Scheme of Archaeological Works: The Deposition of Dredged Silt from the River Ashop onto Adjacent Land at Alport Bridge, Derbyshire. Non-technical summary NMC Nomenca, acting on behalf of Severn Trent Water (STW), has been granted planning permission for the deposition of dredged silt from the River Ashop in Woodlands Valley, onto adjacent land at Alport Bridge, Derbyshire, centred on NGR SK 1385 8942. An archaeological desk-based assessment of a 1.5km section of the River Ashop, conducted in 2012 concluded that the site has a moderate potential for Roman, medieval and post-medieval remains: evidence was found for two roads with possible Roman origins that traverse the river corridor. A prehistoric or Roman quernstone found adjacent to the site suggests the potential for further buried remains on the site itself. The STW proposals for the site include the excavation of silt deposits from a short section of the river to the west of the Ashop Weir and their deposition on an adjacent area of riverbank. Further proposals include the reinforcement of eroding sections of the riverbank alongside the Ashop Aqueduct. The current planning permission (Ref.: NP/HPK/0412/0381) is subject to an Archaeological Condition for a scheme of archaeological monitoring and recording during the proposed works. Pre-Construct Archaeological Services Ltd., have been commissioned by NMC Nomenca to prepare this specification, which has been formally approved by the Peak District National Park Authority (PDNPA). WSI: Deposition of Dredged Silt from River Ashop onto Adjacent Land, Alport Bridge, Derbyshire. 3 PCAS Ltd., 2012: 917 1.0 Introduction 1.1 NMC Nomenca, acting on behalf of Severn Trent Water, has been granted planning permission by the Peak District National Park Authority (PDNPA), for the deposition of dredged silt from the River Ashop in Woodlands Valley, onto adjacent land at Alport Bridge, Derbyshire, centred on NGR SK 1385 8942 (Fig. 1). 1.2 An archaeological desk-based assessment of the site was conducted by PCAS Ltd in March 2012. The report concluded that the proposed silt deposition works would have archaeological implications. Based on the findings of the report, the Senior Conservation Officer for the PDNPA recommended an archaeological condition for a scheme of archaeological monitoring and recording during the proposed works. 1.3 Pre-Construct Archaeological Services Ltd., have been commissioned by NMC Nomenca to prepare this specification for a scheme of archaeological monitoring and recording during the silt deposition works. The document has been prepared in accordance with advice issued by the PDNPA Conservation Team and has been formally approved by them, prior to the start of groundworks in late August 2013. 2.0 Site location and description 2.1 The River Ashop and Woodlands Valley lie within the extensive civil parish of Hope Woodlands in the High Peak district of the Derbyshire Peak District. The small town of Edale lies c. 4 km to the south. The area referred to as ‘the site’, comprises the River Ashop diversion weir and a curved area of land on the southern riverbank to the west of the existing weir and diversion outlet, within the loop of the River Ashop (Fig. 2). To the north, the site is bounded by the river. To the east and west is the continuation of the river and river valley. To the south is the river’s flood plain below the slopes of Dean Hill. 3.0 Geology and Topography 3.1 Hope Woodlands lies within the geological region of the Dark Peak, an area of peat- covered, high hills dissected by deep, narrow valleys or 'cloughs'. The underlying solid geology of the Dark Peak is dominated by Upper Carboniferous shales and sandstones. To the west of Alport Bridge, in the area of the site, are the Kinderscoutian Mam Tor Beds otherwise known as the Mam Tor Sandstones. The Bowland Shale Formation comprising Mudstone, Siltstone and Sandstone is located further east, between the Alport / Ashop confluence and Rowlee Bridge. 3.2 The superficial drift deposits on the site are primarily Head, comprising Quaternary deposits of clay, silt, sand and gravel, with alluvial deposits are recorded in the valley bottom (http://mapapps2.bgs.ac.uk/geoindex/). 3.3 Topographically, the steep slopes of Hey Ridge lie above the site to the north; and the lower slopes of Dean Hill lie to the south. The area of the site is situated between c. 230m AOD and 250m AOD. WSI: Deposition of Dredged Silt from River Ashop onto Adjacent Land, Alport Bridge, Derbyshire. 4 PCAS Ltd., 2012: 917 4.0 Planning background and heritage designations 4.1 In March 2012, the National Planning Policy Framework (NPPF) replaced PPS5. The NPPF places the responsibility for dealing with heritage assets affected by development proposals with the developer. Local planning authorities now need to be assured by those applying for planning permission that any such remains are not under threat. As a result developers are required to produce a definitive method of mitigating the effect of development on the historic environment within the planning process. 4.2 Section 12, paragraph 141 of the NPPF states that, ‘Local planning authorities should make information about the significance of the historic environment gathered as part of plan-making or development management publicly accessible. They should also require developers to record and advance understanding of the significance of any heritage assets to be lost (wholly or in part) in a manner proportionate to their importance and the impact, and to make this evidence (and any archive generated) publicly accessible. However, the ability to record evidence of our past should not be a factor in deciding whether such loss should be permitted’. 4.3 The NPPF includes utilities under its Infrastructure heading. Paragraph 162 of the NPPF
Recommended publications
  • Severn Trent Water AMP6 Low Flows Programme: River Noe and River Ashop Low Flow Distribution Assessment
    Severn Trent Water AMP6 Low Flows Programme: River Noe and River Ashop Low Flow Distribution Assessment Official Sensitive (Sensitive information redacted) 13 February 2020 Severn Trent Water AMP6 Low Flows Programme: River Noe and River Ashop Low Flow Distribution Assessment Prepared for: Severn Trent Water Ltd 2 St John’s Street Coventry CV1 2LZ Report reference: 64116AB R36rev1, February 2020 OFFICIAL SENSITIVE Report status: Final rev1 CONFIDENTIAL New Zealand House, 160-162 Abbey Foregate, Registered Office: Shrewsbury, Shropshire Stantec UK Ltd SY2 6FD Buckingham Court Kingsmead Business Park Telephone: +44 (0)1743 276 100 Frederick Place, London Road Facsimile: +44 (01743 248 600 High Wycombe HP11 1JU Registered in England No. 1188070 Severn Trent Water AMP6 Low Flows Programme: River Noe and River Ashop Low Flow Page i Distribution Assessment Severn Trent Water AMP6 Low Flows Programme: River Noe and River Ashop Low Flow Distribution Assessment OFFICIAL SENSITIVE This document is classified by Severn Trent Water Ltd (STWL) as Official Sensitive and the information contained within is sensitive. Distribution of this document must be restricted and managed within organisations given access to it. If in doubt, please seek STWL’s permission before this document is shared with third parties. This report has been prepared by Stantec UK Ltd (Stantec) in its professional capacity as environmental specialists, with reasonable skill, care and diligence within the agreed scope and terms of contract and taking account of the manpower and resources devoted to it by agreement with its client and is provided by Stantec solely for the internal use of its client. The advice and opinions in this report should be read and relied on only in the context of the report as a whole, taking account of the terms of reference agreed with the client.
    [Show full text]
  • State of Nature in the Peak District What We Know About the Key Habitats and Species of the Peak District
    Nature Peak District State of Nature in the Peak District What we know about the key habitats and species of the Peak District Penny Anderson 2016 On behalf of the Local Nature Partnership Contents 1.1 The background .............................................................................................................................. 4 1.2 The need for a State of Nature Report in the Peak District ............................................................ 6 1.3 Data used ........................................................................................................................................ 6 1.4 The knowledge gaps ....................................................................................................................... 7 1.5 Background to nature in the Peak District....................................................................................... 8 1.6 Habitats in the Peak District .......................................................................................................... 12 1.7 Outline of the report ...................................................................................................................... 12 2 Moorlands .............................................................................................................................................. 14 2.1 Key points ..................................................................................................................................... 14 2.2 Nature and value ..........................................................................................................................
    [Show full text]
  • Common Sandpipers Also Dive to Escape Danger: in England
    52 Wader Study Group Bulletin wastinging a day-oldchick beside the GlentressWater, Scot- a shortdistance underwater (water depthranging from 2 to tish Borders,the soleparent guarding the chick was giving 30 cm), and emergedunscathed. alarmcalls and performing the broken-wingdistraction dis- play on the oppositeshore, about 6 m away.Suddenly a male Minton, C. 2001. Waders diving and swimming underwateras a means SparrowhawkAccipiter nisus appearedand stoopedat the of escape.Wader Study Group Bull. 96: 86. adultsandpiper, which promptly dived into the stream,swam Common Sandpipers also dive to escape danger: in England D.W. YALDEN School of BiologicalSciences, 3.238 StopfordBuilding, VictoriaUniversity of Manchester, M13 9PT, UK, e-maih d. w.yalden @man. ac. uk The note by Clive Minton (Minton 2001) recordingdiving On 12 July 1997, also on the River Ashop, a recently to escapepredation or captureby OystercatchersHaema- fledgedbird was retrappedin a mistnetset acrossthe fiver. topus ostralegus and a Black-winged Stilt Himantopus On releaseit flew only about20 m beforeflopping into the himantopusprompts me to report five similar recordsfor water and swimmingto hide amongthe rootsof a bankside CommonSandpiper Actitis hypoleucos. aldertree. At 39 g, andwith bill andwing lengthsof 22 mm On 2 April 1992, on our River Ashopstudy site in Derby- and 105mm respectively,it appearedto be only 21 daysold, shire, England (Yalden 1986), I heard a pair of Common but hadbeen finged at about5 daysold on 13 June1997, and Sandpipersin courtship,trilling on
    [Show full text]
  • River Ashop & River Noe Silt Issues
    www.WaterProjectsOnline.com Water Treatment & Supply River Ashop & River Noe Silt Issues improving the transfer of raw water to Bamford WTW in the Peak District by Tony Heaney BSc CEng MICE evern Trent Water treats 150Ml/d of raw water at Bamford WTW to provide potable water to large parts of the East Midlands. Raw water is also used to power turbines at Ladybower dam. Water for this plant is drawn from Sthree reservoirs - Ladybower, Derwent and Howden - supplied directly by the River Derwent catchment in the upper Derwent Valley. Water cascades into Derwent and Ladybower reservoirs from Howden. The water supply is of major strategic importance, and subsequent to a detailed review, the need for significant maintenance investment on the assets was identified. This project involved maintenance of the weirs and aqueducts to extend their life and to improve the transfer of raw water. River Noe extraction weir completion - Courtesy of NMCNomenca The reservoirs its natural course along the valley. As a result the level difference The Derwent and Howden Reservoirs were built in the early 20th between the aqueduct and the river increases downstream with century. To provide an additional source of water, flows from the the aqueduct supported at the top of a steep slope up to 20m high. River Ashop, above Ladybower, are diverted into the Derwent Reservoir via an aqueduct from a weir higher up the Ashop valley. Over time the river has eroded the bottom of the slope causing problems of stability and threatening the integrity of the structure. Ladybower Reservoir was constructed during the Second World War.
    [Show full text]
  • Shire Hill Quarry, Glossop, Derbys
    ARCHAEOLOGY AND CULTURAL HERITAGE: SHIRE HILL QUARRY, GLOSSOP, DERBYS. NGR: SK 0540 9445 MPA: Peak District National Park Authority Planning Ref.: HPK1197168 PCAS Job No.: 808 PCAS Site Code: SHGD11 Report prepared for Mineral Surveying Services Limited On behalf of Marchington Stone Ltd., By, K.D. Francis (BA MIfA) August-September 2011 Pre-Construct Archaeological Services Ltd 47, Manor Road Saxilby Lincoln LN1 2HX Tel. 01522 703800 Fax. 01522 703656 Pre-Construct Archaeological Services Ltd Contents List of Figures...........................................................................................................................2 List of Plates.............................................................................................................................3 Non-Technical Summary ..........................................................................................................5 1.0 Introduction....................................................................................................................6 2.0 Planning Background and Proposals .............................................................................6 3.0 Methodology ..................................................................................................................7 4.0 The Site .........................................................................................................................8 4.1 Site Location ..................................................................................................... 8 4.2
    [Show full text]
  • Adaptive Management Plan – Rivers Ashop and Noe
    Severn Trent Water AMP6 Low Flows Programme: Adaptive Management Plan – Rivers Ashop and Noe Official Sensitive (Sensitive information redacted) February 2020 Severn Trent Water AMP6 Low Flows Programme: Adaptive Management Plan – Rivers Ashop and Noe Prepared for: Severn Trent Water Ltd 2 St John’s Street Coventry CV1 2LZ Report reference: 64116AB R47, February 2020 OFFICIAL SENSITIVE Report status: Final CONFIDENTIAL New Zealand House, 160-162 Abbey Foregate, Registered Office: Shrewsbury, Shropshire Stantec UK Ltd SY2 6FD Buckingham Court Kingsmead Business Park Telephone: +44 (0)1743 276 100 Frederick Place, London Road Facsimile: +44 (01743 248 600 High Wycombe HP11 1JU Registered in England No. 1188070 Severn Trent Water AMP6 Low Flows Programme: Adaptive Management Plan – Rivers Ashop and Noe Page i Severn Trent Water AMP6 Low Flows Programme: Adaptive Management Plan – Rivers Ashop and Noe OFFICIAL SENSITIVE This document is classified by Severn Trent Water Ltd (STWL) as Official Sensitive and the information contained within is sensitive. Distribution of this document must be restricted and managed within organisations given access to it. If in doubt, please seek STWL’s permission before this document is shared with third parties. This report has been prepared by Stantec UK Ltd (Stantec) in its professional capacity as environmental specialists, with reasonable skill, care and diligence within the agreed scope and terms of contract and taking account of the manpower and resources devoted to it by agreement with its client and is provided by Stantec solely for the internal use of its client. The advice and opinions in this report should be read and relied on only in the context of the report as a whole, taking account of the terms of reference agreed with the client.
    [Show full text]
  • Advisory Visit River Noe, Derbyshire July 2018
    Advisory Visit River Noe, Derbyshire July 2018 1.0 Introduction This report is the output of a site visit undertaken by Tim Jacklin of the Wild Trout Trust to the River Noe, Edale, Derbyshire on 10th July, 2018. Comments in this report are based on observations on the day of the site visit and discussions with the landowner. Normal convention is applied throughout the report with respect to bank identification, i.e. the banks are designated left hand bank (LHB) or right hand bank (RHB) whilst looking downstream. 2.0 Catchment / Fishery Overview The River Noe is located in north Derbyshire, within the Peak District National Park, close to Ladybower Reservoir. It rises in the Vale of Edale near Kinder Scout and flows south-east to join the River Derwent a short distance downstream of Ladybower Reservoir dam. Angling on much of the river is controlled by Peak Forest Angling Club (PFAC) and the Wild Trout Trust have carried out previous advisory and practical visits to other sections of the river on behalf of the club. This visit was at the request of the adjacent landowner who has recently acquired a property alongside this section of river; this section of river forms part of Beat 11 of PFAC’s fishery. The River Noe is an upland river, running off the shales and sandstones of the Dark Peak. It has good water quality and generally good in-stream habitat, which support healthy stocks of wild brown trout and, in the lower reaches, grayling. This is reflected in the environmental monitoring data collected by the Environment Agency (Table 1).
    [Show full text]
  • Derbyshire Derwent Catchment Partnership Leaflet
    k u . g r o . t s u r t e f i l d l i w e r i h s y b r e d . w w w k u . g r o . t s u r t e f i l d l i w e r i h s y b r e d . w w w k u . g r o . t s u r t e f i l d l i w e r i h s y b r e d . w w w 8 8 1 1 8 8 3 7 7 1 0 k u . o c . t w e r i h s y b r e d @ s e i r i u q n e r e p p i D . a e r a g n i d n u o r r u s d n a e t i S e g a t i r e H . t n e m n o r i v n e d l r o W s l l i M y e l l a V t n e w r e D e h t n o t c a p m i l a m i n i m e v a h e h t n i y l r a l u c i t r a p , s i h t e t a g i t i k m u . o y e h t t a h t e r u s n e o t s a e r a n a b r u d n a e g a n a m o t s y a w d n c a .
    [Show full text]
  • Rivers Alport and Ashop Monitoring Report
    The Peatland Restoration Project: Rivers Alport and Ashop Monitoring Report Funded by the Department for Environment, Food and Rural Affairs; administered by the Environment Agency; managed by the National Trust; and prepared by the Moors for the Future Partnership on behalf of the National Trust. Prepared by: Moors for the Future Partnership The Moorland Centre, Edale, Hope Valley, Derbyshire, S33 7ZA, UK T: 01629 816 581 M: 07972 734077 E: [email protected] W: www.moorsforthefuture.org.uk Suggested citation: Crouch, T., Walker, J.S. and Morley, K. (2015) Peatland Restoration Project: Rivers Alport and Ashop Monitoring Report. Moors for the Future Partnership, Edale. 2 | P a g e Contents 1. Executive Summary .......................................................................................................... 10 2. Introduction ..................................................................................................................... 11 2.1. Water Framework Directive .................................................................................... 12 3. Site description and summary of work ............................................................................ 14 3.1. Package 1 – the Edge, Kinder Plateau ...................................................................... 14 3.2. Package 2 – the wider Alport and Ashop catchments ............................................. 14 3.3. Package 3 – Seal Edge, Kinder Plateau .................................................................... 14 4. Summary
    [Show full text]
  • Derbyshire County
    1 2 3 4 5 6 7 8 9 To Holmfirth 351 Holme Greenfield DERBYSHIRE A Public Transport Map A Pennine Way 351 Trans Pennine Trail Mossley Trans Pennine Trail Woodhead M1 to Leeds Crowden Langsett Tameside Reservoir Hospital 236 Torside Underbank Ashton- 237 Pennine Reservoir Reservoir under- Stalybridge Bridleway 236 Lyne 237 l a Torside n a C Trans Pennine To Manchester 236 t Trail 351 s 237 e Guide r 237 Tintwistle o SOUTH YORKSHIRE Bridge F Bleaklow R k i a v e Broomhead e P r 237 Reservoir 236 D 237 Hollingworth o Flowery K n Hyde Padfield P A R Field Pennine A L North Hadfield Way O N B Newton Mottram A T I B 236 351 N 341 Godley Old T More Hall Hyde 341 Glossop I C Reservoir Hyde 341 Dinting T R Trans Pennine Central 341 341 394 I S Trail 341 341 D 341 K Upper Derwent 341 341 Hattersley 341 Gamesley A (Kings Tree) Glossop 236 P E 341 236,237 237 To GREATER Broadbottom 341 Manchester w ro 394 Simmondley MANCHESTER e th Charlesworth 61,341 E r Derwent Sheffield & South Woodley e 351,394 Sheffield v 394 orkshire Navigation Bredbury i Reservoir Y R 43,44,50,50A,53 Chisworth R 65,80,218,252 Romiley i Northern M18 to Doncaster 61 ve r Middlewood 271,272,273 General 394 Lo Hospital xl 274,275,X17,X30 ey Meadowhall Derwent Dams Lane Ends Grouse Inn m Goyt ra r rt e e iv p R u Marple 394 Derwent S To Stockport Marple Fairholmes S u Kinder p Riv e Bridge er r A H1 ,H2 t s r 358 Marple 61 ho L a Offerton p ad m yb Rosehill ow SOUTH 273 e Shalesmoor Marple Kinder r C Ulley C To Little Hayfield Reservoir H1 R e Country Stockport Goyt s 275 Trans R
    [Show full text]
  • Derwent Valley (Ashop and Noe) up Front Permitting (UFP) - Summary
    Derwent Valley (Ashop and Noe) Up Front Permitting (UFP) - Summary To vary licence number 3/28/38/18 Derwent Valley The UFP proposal for the NEP is to change the compensation requirements from the River Ashop, River Noe and Jaggers Clough. The changes are within Schedule A Section 9 Further Conditions and in Additional Information at the end of the licence document. The proposals are: River Ashop To increase the compensation release from 5 Ml/d to 8.5 Ml/d as a mean monthly minimum. With the daily mean flow no less than 5.5 M/d River Noe/Jaggers Clough To vary the allocation of the current 20 Ml/d (10 Ml/d Noe plus 10 Ml/d J Clough) in two stages 1. Increase the Noe to 12 Ml/d and reduce J Clough to 8 Ml/d 2. Increase the Noe to 14 Ml/d and reduce J Clough to 6 Ml/d Variations will be needed to Sections 9.3, 9.4. and 9.5 as well as to the Additional Information section regarding low upstream flows The details of the proposals are in the two recent Stantec/APEM reports • Low Flow Distribution Assessment • Adaptive Management Plan In addition • A new time limit will be agreed • A Section 20 Agreement will be required to manage the Adaptive Management plan to include details of monitoring, reporting and assessing • An emergency condition may be considered whereby water from the Ashop Diversion can be transferred to support Jaggers Clough. • It is recommended that Schedules C and D which refer to the HEP conditions (Schedule B) are removed and put in a separate MoU.
    [Show full text]
  • Rivers Alport & Ashop
    Peatland Restoration Project: Rivers Alport & Ashop Catchment Restoration Fund for England Peatland Restoration Project: Rivers Alport and Ashop • Tia Crouch, Science Project Manager, Moors for the Future • Richard Vink, Project Officer, National Trust The project is based around the restoration of bare and eroding peat, which is a prominent feature on moorland in the High Peak. Peatland Restoration Project: Rivers Alport and Ashop Eroding peat is the primary driver of diffuse pollution; the Rivers Ashop and Alport failing to meet the requirements of the EU Water Framework Directive. Rivers Ashop /Alport are within the NT Peak District; provide water for Ladybower Reservoir, Severn Trent Water Peatland Restoration Project: Rivers Alport and Ashop Importance of clear objectives • Relevance • Baseline data • Challenging • How – cost/capability • SMART • What does success look like? Are these smart objectives? • Reduce POC and its associates into the river Ashop by 50% from current levels by end 2014. • Establish cotton grass (Eriophorum spp.) and other moorland species on all areas of bare peat associated with gully blocks by July 2015 • Presence of Sphagnum colonies on 80% of suitable habitat by July 2015. Peatland Restoration Project: Rivers Alport and Ashop What monitoring has shown Bare peat stabilisation is successful in reducing the extent of bare peat. Vegetation quadrat BP4.P1.Q2 in April 2013 and July 2014 Peatland Restoration Project: Rivers Alport and Ashop Bare peat stabilisation together with gully blocking is successful in reducing sediment loss. • 16g of POC trapped in TIMS units located in control gullies (unblocked and un-vegetated) • 0.2g of POC trapped in TIMS units located in blocked and re-vegetated gullies • This represents a 99% reduction in POC loss Peatland Restoration Project: Rivers Alport and Ashop Gully blocking is successful in raising sediment and water levels in gully systems.
    [Show full text]