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impacts - Groundwater & Minewater     Impacts Overview

  • Groundwater & Minewater
  • Regional
  • Sub-Regional
  • Local Detail

Here you will learn about the impacts expected from climate change by the 2050s on groundwater and mine water.

The Regional assessment covers large-scale processes, such as groundwater derived flooding from the Permian aquifer and saline intrusion, and also generic vulnerabilities and impacts.

Further detail is provided in the Sub-regional assessments and, where available, specific information is contained within the Local Detail assessments. 

In so far as is possible, we have avoided undue repetition between the different scales of reporting. 

Description

Groundwater
Groundwaters in hydraulic connectivity with the surface waters of the North East region occur in a range of strata, predominantly:

  • Quaternary sands and gravels (near to river channels, in localised pockets).
  • Coal Measures strata (a cyclic sequence of coal seams interbedded with sandstones, siltstones and mudstones) of Upper Carboniferous age from eastern Teesdale to Warkworth.
  • sandstones and limestones of Lower Carboniferous age primarily across the North Pennines and north Northumberland.
  • Magnesian Limestone (dolostones) and poorly cemented Yellow Sand (sandstones) of Permian age (in the south east of the region from Darlington up to South Shields).
  • the Triassic Sherwood Sandstone aquifer in the far south of the region.
  • the Cleveland Ironstone Formation and the Ravenscar Group of sandstones and limestones (of Jurassic age) in the Cleveland Basin.

There is relatively little concrete information on groundwater conditions in most of these strata, with the exception of the Permian aquifers (Younger 1995a) and the Lower Carboniferous Fell Sandstone in north Northumberland (Younger, 1998).  The Permian aquifer is a major resource for domestic and industrial supply, which constitutes around 30% of the Sunderland supply and the entire supply of Hartlepool. The Fell Sandstone is an important resource for Berwick and rural Northumbrian settlements such as Rothbury and Wooler. The bulk of groundwater circulation in the region actually occurs in ‘man-made aquifers’ within the heavily mined Coal Measures strata.

Mine Water
There are numerous mine water discharges throughout the north east. Discharges associated with former metal mining (principally lead and zinc) are abundant across the North Pennines in the headwaters of the Tees, Wear and South Tyne. Coal mine discharges are abundant across the Upper Carboniferous Coal Measures which covers central and coastal areas of the region from Copley in the south west of the region up to Warkworth in the north. There are also some coal mine discharges associated with the Lower Carboniferous coalfields of the North Pennines and Northumberland, particularly along the South Tyne. Drainage from former mines in the Cleveland Ironstone Field provides another source of mine waters in the region.

 

Vulnerability

  • The groundwater resource - Natural groundwater flows in the region are important in the localised support they offer to ecosystems, such as outflow of water from the Permian aquifer supporting wetlands and salmonid spawning habitats. The regional groundwater resources used for domestic, industrial and agricultural supply could feasibly be susceptible to long term decline to lower recharge rates. Lower recharge may well occur due to reduced annual average rainfall, and also the greater concentration of rainfall in intense events that are likely to have a high ratio of runoff to recharge.  Nationwide assessments of climate change induced changes to recharge suggest a 5 to 15% reduction overall by the 2020s, but these figures are highly uncertain (UKWIR, 2003). Additionally, coastal aquifers may be subject to increased saline intrusion with sea level rise.
  • Groundwater derived flooding - There is at least some possibility that the larger aquifers in the region (especially the Permian) could give rise to groundwater-derived floods under changed climate conditions in the future, as has previously been experienced in Chalk catchments in southern England and northern France.  This potentially could occur at Belford and Crook, although there are not expected to be major problems.
  • Subsidence - Land subsidence could be locally triggered by lowering of groundwater below historic levels under drought conditions (or increased abstrations to meet increased demand), in those parts of the region where groundwater occurs in partly karstified strata (which includes the limestones of the North Pennines and to a lesser degree the Magnesian Limestone). Lowering of groundwater levels can remove buoyant support from the roofs of caverns, and  / or provide inflow gradients towards caverns entraining overlying sediment, leading to the localised development of sinkholes.
  • Slope stability / spoil heap collapse - Near-channel groundwater is conceptually important in relation to slope stability, particularly where the valley sides are steep. Equally, where spoil associated with former mining is deposited in steep-sided valleys there may be an increased risk of slumping with rapid rises in near-channel groundwater expected with increased frequency of intense rainfall events.
  • Mine water outbreak - Abandoned coal mines could be potentially vulnerable to structural instability as a result of intense rainfall events leading to collapse of shallow, near-surface workings and breakout of large volumes of mine water.  Rising groundwater levels prompted by multi-day rainfall events may assist in providing conditions conducive to breakout. There are several examples of this happening in recent years within the region and similar examples from outside the region. Wherever there is a mine water discharge, there could be scope for plugging of adit discharges (with iron-rich precipitates, sediments or larger debris) and subsequent outbreak that could be prompted by intense rainfall events. There remains a large degree of uncertainty as to the precise locations at risk of outbreak, the causal mechanisms in each case and thus prediction remains speculative. Outbreaks do however typically occur at, or in the vicinity of existing discharges (particularly where groundwater rebound is completed in areas of historic mining), hence the overview of important mine water discharges provided in the Local Detail-level assessments.  

 

Impacts

The main regional-scale impacts associated with the projected climate changes by the 2050s are:

  1. Impacts due to declining groundwater levels and increased drought on water resources

In the absence of increased artificial abstraction from the principal regional aquifers (the Permian aquifers of County Durham and the Fell Sandstone of Northumberland), it is unlikely that a change of climate on its own will substantially decrease the groundwater resource or outflows to wetlands and other ecologically sensitive features. This is because these features are known to have persisted in the past when groundwater levels in the Permian aquifer were some 10m below current levels (Younger 1995a). Indeed groundwater levels in the Permian aquifer are increasing in some areas reflecting changes in pumping patterns in response to former problems of seawater intrusion at coastal boreholes (Younger 1995a). Assessment of the Fell Sandstone aquifer in Northumberland has suggested that without substantial increases in abstraction, the resource should not be compromised in future decades (Younger, 1998). Impacts of declining groundwater levels on salmonid spawning grounds are also unlikely, due to the relatively static nature of the water table in close proximity to river channels, where opportunities for localised recharge through the hyporheic zone abound. In general, groundwaters are likely to be relatively robust in the face of climate change compared with surface water, due to the buffering effect of groundwater storage. Overall impacts on groundwater resources due to declining groundwater levels and increased drought are considered small. It should be noted, however, that climate change could also bring about increased demand for water, particularly during warmer summer months and increased numbers of heatwaves. This will be exacerbated by likely increased tourist numbers visiting the region by the 2050s.

  1. Impacts due to groundwater derived floods

In terms of impacts due to temporary increases in groundwater head, risks of groundwater-derived flooding are considered negligible in the region.

  1. Impacts due to rising sea levels prompting saline intrusion

The Magnesian Limestone at Hartlepool has been previously subject to saline intrusion induced by coastal abstractions.  Changes in pumping in these areas have mitigated against this phenomenon and led to substantial rises of fresh groundwater in the aquifer. Given the size of the aquifer and current management of the resource, saline intrusion impacts are considered negligible at current abstraction rates. 

  1. Impacts due to declining groundwater levels on subsidence

Increasing subsidence risk during drought is not considered an important risk in relation to the Permian aquifers in the south east of the region, though analogy with similar systems elsewhere suggests that localised instances cannot be ruled out in the more extensively-karstified, higher topographic relief circulation systems in the Carboniferous Limestones of the North Pennines. However, most of the vulnerable zones are in sparsely populated areas and therefore not likely to be of severe impact.

  1. Impacts due to temporary increases in groundwater head in close proximity to stream / river banks

Slope stability has previously been found to be sensitive to localised increases in groundwater head where local sand and gravel lenses within the Quaternary deposits discharge groundwater to the surface on steep ground.  It is likely that the incidence of this process will increase in the event of periods of intense rainfall, given the localised nature of recharge to these lenses and the possibility for saturation from above adding to that already arising from below. Therefore, localised exacerbation of natural slope failure processes cannot be ruled out under future climate scenarios.  All spoil heaps (and the few former tailings / finings ponds) in close proximity to inhabited areas in the region have long since been stabilised by local authority reclamation programmes implemented with great care in the 1970s and 1980s, in the wake of the Aberfan disaster in South Wales (Oct 21 1966). Risks associated with these spoil heaps are therefore considered vanishingly small, at least as long as current inspection and maintenance regimes are sustained.  Some risks relate to relatively remote localities across the North Pennines where exposed spoil lies on steep valley sides. However, given the lack of documented examples of spoil heap failure in the areas (to the authors knowledge), and the sparse population in these areas, the risk of spoil heap slumping must be viewed as moderately low given the timescales (decades to centuries) in which much of the spoil has been in place in these upland locations.

  1. Mine water outbreak risk

There are numerous documented examples of mine water outbreak in the region in recent years that have been preceded by intense rainfall events (see District summaries). These locations are principally in metal mines on the North Pennines (in sparsely populated areas). There has been one recent coal mine water outbreak (Lowlands, near Cockfield in 2001) that also occurred after intense rainfall.  Given the predictions for increased frequency of multi-day rainfall events there may well be a slight increase in the number of mine water outbreak events from those currently occurring.  The most likely locations for these are at discharges from shallower workings, for example the metal mines in the North Pennines and central coal-mined areas of the region (e.g. Chester-le-Street, and Derwentside) where mineral veins / Coal Measures strata were worked near the ground surface. Here, flow rates can be more variable and workings are more susceptible to ingress of surface waters, which is conducive to breakout. Continued pumping operations in east of the region will minimise risk of outbreak in coastal areas.

 

 

| Northumberland | Tyne & Wear | County Durham | Tees Valley |

 

Description
Important groundwater units within Northumberland include:

  • Quaternary sands and gravels are locally important in sustaining ecologically significant flows to rivers and wetlands.
  • The Carboniferous limestones and sandstones of the North Pennines and north Northumberland are of importance for abstractions and of significance for sustaining river baseflows. These include the Fell Sandstone – an important aquifer for Berwick and rural north Northumberland.

Major mine water discharges in Northumberland are associated with the Lower Carboniferous Coal Measures in the west of the region (principally along the South Tyne between Acomb and Lambley, but also in parts of north Northumberland), metal mine discharges from the North Pennines Lead-Zinc Orefield (principally into the River Allen and South Tyne catchments) and coal mine discharges form the extensive workings of the Upper Carboniferous Coal Measures in coastal Districts (e.g. from Blyth to Warkworth). 

Vulnerability
The principal vulnerabilities are related to:

  • The groundwater resource (namely the Fell Sandstone) should recharge be reduced under climate change, which could have implications for abstractions and ecological flows.
  • Subsidence exacerbated by drought conditions and slope stability compromised by increased intense rainfall events.
  • Metal and coal mine water outbreak from increased multi-day rainfall events.

 

Impacts

  • The Fell Sandstone aquifer is unlikely to be impacted over coming decades by climate change impacts at current abstraction rates (see Younger, 1998).
  • There may be isolated wetland sites that could be impacted by increasing drought frequency and severity. For example, wetland sites fed by shallow groundwater systems (e.g. Newham Fen SAC on the Northumbrian Coastal Plain).
  • Spoil heap slumping may be exacerbated by increased multi-day rainfall events. This would however be most likely in sparsely populated headwaters of the Allen and South Tyne.
  • There is at least a possibility that subsidence could be exacerbated by lowering of groundwater head under drought conditions particularly in karstified limestones of the North Pennines.  These areas are also sparsely populated.
  • Mine water outbreak from shallow unstable workings could be intensified by increased frequency of multi-day rainfall events. Such workings in the county are primarily associated with former metal mines in the headwaters of the South Tyne and River Allen.
  • Continued pumping operations (e.g. at Blyth and Whittle) and ongoing monitored groundwater rebound (e.g. Ellington / Lynemouth areas) in coastal areas should minimise the risk of major outbreak from the Coal Measures in the east of the county.   

 

Description
Important groundwater units within Tyne and Wear include:

  • Quaternary sands and gravels which are locally important in relation to slope stability.
  • Coal Measures strata – of very localised importance for industrial abstractions.
  • The Permian Magnesian Limestone and Yellow Sand is an important aquifer in the Sunderland area

Extensive Coal Authority pumping operations in the area limit the extent of uncontrolled mine water discharges. There is a major treatment scheme at Lamesley in the Team Valley where pumped mine water from the former Kibblesworth Colliery is co-treated with sewage.  Other coal mine discharges are clustered along the lower Derwent Valley (e.g. High Spen) and the banks of the Tyne (e.g. at Newburn, Blaydon, Ryton and Dunston).

Vulnerability
The principal vulnerabilities are related to:

  • Groundwater resources (namely the Permian aquifer) being compromised by reduced recharge.
  • Subsidence exacerbated by drought conditions and slope stability compromised by increased intense rainfall events.
  • Coal mine water outbreak from increased multi-day rainfall events.

 

Impacts

  • Water levels in the Permian aquifer have been steadily rising over the past 25 years so are unlikely to be compromised by slight reductions in recharge at current abstraction rates.
  • There is at least a chance of slope failure being exacerbated by rapid rise in groundwater head in sands and gravels. Locations for this are likely to be along deeply incised valleys such as the lower Wear up to South Hylton.
  • It is unlikely that mine water outbreak will increase substantially under climate change given the continued pumping operations. However, there are some drift mine sites to the west of Tyne and Wear (e.g. along the Derwent Valley) that display greater flashiness in flow and could be more susceptible to outbreak.

 

Description
Important groundwater units within County Durham include:

  • Carboniferous Coal Measures strata are of localised importance for abstractions.
  • The Permian Magnesian Limestone and Yellow Sand is an important aquifer for Durham, Sedgefield and Easington and outflows from the aquifer are important in sustaining flows to the Skerne and headwater wetlands.
  • Quaternary sands and gravels are locally important in relation to slope stability and groundwater-surface water interaction.
  • Carboniferous limestones in the west of the County support local abstractions and are of importance for sustaining river baseflows.

Mine water discharges associated with former metal mining are abundant in upper Weardale and to a lesser extent Teesdale.  Coal mine discharges are most important in central areas of the county (e.g. Lower Wear Valley around Bishop Auckland and east Derwentside). Pumping operations prevent uncontrolled discharges in coastal areas while rebound is still continuing in the lower Wear.

Vulnerability
The principal vulnerabilities are related to:

  • Groundwater resources (namely the Permian aquifer) being compromised by reduced recharge.
  • Slope and spoil heap failure being exacerbated by increased intense rainfall events.
  • Metal and coal mine water outbreak from increased multi-day rainfall events.

 

Impacts

  • Water levels in the Permian aquifer have been steadily rising over the past 25 years so are unlikely to be compromised by slight reductions in recharge at current abstraction rates.
  • There is at least a chance of slope failure being exacerbated by rapid rise in groundwater head in sands and gravels. This naturally occurring process has been documented in the vicinity of Kepier Woods downstream of Durham City and could feasibly be aggravated by climate change effects.
  • Spoil heap failure in the metal mining areas of Upper Weardale could be increased, but is likely to of minimal impact due to the remote location of the sites.
  • Nearly all the recent examples of metal mine water outbreak following intense rainfall events in the region fall within County Durham in Upper Weardale (e.g. Rispey and Bolts Burn near Rookhope, the Park Level at Killhope). Additionally, coal mine water outbreak has been recently documented in the Gaunless catchment preceded by intense rainfall and good examples of coal mine sites that are most susceptible to rapid changes in flow (and therefore outbreak) are located in the central County Durham area (e.g. Edmondsley and Stoney Heap). Given this track record for instability in shallow workings it is likely that future outbreak will occur at these, or similar sites in the area. These outbreak events could be prompted by (some of) the intense rainfall events predicted to increase in frequency under climate change.

 

Description
Important groundwater units in the Tees Valley include:

  • The Permian Magnesian Limestone and Yellow Sand is an important aquifer for Hartlepool and Darlington and outflows from the aquifer are important in sustaining flows to the Skerne and headwater wetlands.
  • Quaternary sands and gravels are locally important in relation to slope stability and groundwater-surface water interaction.
  • The Triassic Sherwood Sandstone aquifer supports numerous industrial abstractions around Billingham.
  • The Ravenscar group (Jurassic sandstones and limestones) support some isolated groundwater abstractions.

Mine water discharges in Tees Valley are associated with former ironstone mines at Skinningrove, Saltburn Gill, Eston and New Marske.

Vulnerability

The principal vulnerabilities are related to:

  • Groundwater resources (namely the Permian aquifer) being compromised by reduced recharge.
  • Subsidence risk associated with gypsum beds in the Darlington area.
  • Ironstone mine water outbreak from increased multi-day rainfall events.

 

Impacts

  • Water levels in the Permian aquifer have been steadily rising over the past 25 years so are unlikely to be compromised by slight reductions in recharge at current abstraction rates. The Sherwood Sandstone is little exploited in the north east compared to its southern outcrop and diminution in level is unlikely to impact on the industrial abstractions in the Tees estuary.
  • Gypsum dissolution around Darlington is thought to be of minimal importance in recent subsidence, therefore drought-induced lowering of groundwater head in the gypsum is unlikely to exacerbate the problem. However, clay shrinkage-induced subsidence (a process beyond the scope of this overview) may well be exacerbated by increasing frequency of drought.
  • Less information about the hydrogeology of the ironstone mines are available than for extensive coal and metal mining areas of the North East. However, recent outbreak / redirection of an existing discharge at Saltburn Gill does suggest some instability in the shallow workings. These instabilities are conducive to breakout conditions in similar workings elsewhere in the region but further information on the ironstone mine discharges would be desirable to improve risk assessments.

 

 

 

 

For an overview of the impacts for your local area please click on the list/map below.

Alnwick District Council
Blyth Valley Borough Council
Castle Morpeth Council
Chester-le-Street District Council
Darlington Borough Council
Derwentside District Council
Durham City Council
Easington District
Gateshead Council
Hartlepool Borough Council
Middlesbrough Council
Newcastle upon Tyne City Council
North Tyneside Council
Redcar & Cleveland Borough Council
Sedgefield Borough Council
South Tyneside Council
Stockton-on-Tees Borough Council
Sunderland City Council
Teesdale District Council
Tynedale Council
Wansbeck District Council
Wear Valley District Council
  Districts Tynedale Council Castle Morpeth Council Wansbeck DC  Blyth BC Newcastle CC North Tyneside Council South Tyneside Council Easington Council Chester-le-Street DC Durham CC Sunderland CC Gateshead Council Derwentside DC Sedgefield BC Wear Valley DC Teesdale DC Darlington BC Middlesbrough Council Redcar & Cleveland BC Alnwick DC Berwick-upon-Tweed BC Hartlepool BC Stockton-on-Tees BC

 

 

Alnwick District Council

Description
The Fell Sandstone Group is a locally important aquifer for parts of the Alnwick District, notably the settlement of Rothbury in the Coquet Valley, while the Middle Limestone supports minor domestic and agricultural abstractions near Rennington and Rock Moor House. Additionally the Cementstones Group (of Lower Carboniferous age) is of local importance for public supply in Coquetdale.  Groundwater discharge may also be important in sustaining water courses (such as the Upper Coquet over the sandstone outcrop and over highly permeable sands and gravels of the Coquet and Breamish) and spring-fed wetlands within the district.

The main mine water discharge is associated with the former Whittle Colliery. This discharge is pumped into a passive treatment scheme by the UK Government’s Coal Authority. This pumping scheme commenced in 2002 and prevents outbreak of polluted coal mine water into the Hazon Burn and lower reaches of the River Coquet (a designated SSSI from source to mouth). Other mine water discharges are associated with spoil heap drainage at Shilbottle and at Chirm Mine near Forestburn Gate.

Impacts
Under current abstraction regimes, the groundwater resource in the Fell Sandstone is not expected to be compromised in future decades by climate change effects (see Younger, 1998). Impacts of declining groundwater levels on salmonid spawning grounds are also unlikely, due to the relatively static nature of the water table in close proximity to the channel, where opportunities for localised recharge through the hyporheic zone abound. 

The impact of mine water outbreak in the east of the district around the Whittle area is minimal given the continued Coal Authority pumping operations. At Shilbottle, the mine water discharge is related to spoil heap leaching and is low in volume and will not suffer the build-up and outbreak associated with mine discharges from underground workings. The Chirm mine is an example that has experienced some build up of groundwater head behind the discharge point and could be susceptible to future outbreak. Whether this outbreak will be prompted by the rapid increase in head associated with the multi-day rainfall events predicted to increase in frequency and intensity with climate change is uncertain. The remote location of the site on the Maglin Burn (a tributary of the lower Coquet) will make any outbreak unlikely to be of major impact.

 

Berwick-upon-Tweed Borough Council

Description
Important groundwater resources in the Berwick District are associated with the Fell Sandstone Group (a Lower Carboniferous sequence of sandstones and mudstones) which is Northumberland’s most important aquifer and supplies Berwick and other rural communities such as Wooler. Additionally the Cementstones Group (of Lower Carboniferous age) is of local importance for public supply on the banks of the River Till at Tiptoe, while the Lower and Middle Limestone Groups support a public supply on Holy Island. Quaternary sand and gravel deposits in the floodplain of the Till are highly permeable and important for both groundwater recharge and sustenance of stream baseflow.

The larger mine waters in the Berwick district are associated with coal mine drainage at Spittal on the coast just south of Berwick, and at Allerdean southwest of Berwick. The mines associated with these discharges all closed in excess of 40 years ago.

Impacts
Groundwater resources could be susceptible to changes in recharge rates associated with climate change.  While early predictions suggested that recharge rates in north Northumberland would increase over the next 50 years with climate change (Younger et al., 1997), there could be argument that overall diminished annual average rainfall predicted in this study and the greater partitioning of this rainfall into intense winter events will decrease recharge, given these extreme events will have high runoff : recharge ratios.

It should also be recognised that the rising temperatures and drier summers are likely to increase tourism demand across the area, which in turn will place increased demand on the existing water supply, which is sourced from groundwater in the Berwick area. So at the times of greatest susceptibility, the demand will be further peaking due to both increased visitor numbers and the increased need for people to stay well hydrated during the warmer and intensely hot periods.

In addition to domestic and agricultural supply, natural groundwaters are also locally important in the Berwick District in sustaining river baseflows (and salmonid spawning habitat) where there is a good hydraulic connection between surface and groundwaters (e.g. through Quaternary sands and gravels in the floodplains of the Breamish and Till).  There are also isolated examples of groundwater-fed wetlands that may be susceptible to prolonged lowering of groundwater tables. The best example of such a wetland in Northumberland is found at Newham Fen National Nature Reserve (and Special Area of Conservation under the EU Habitats Directive) on the Northumberland coastal plain inland from Seahouses. The integrity of the wetland system has been shown to be associated with groundwater supply from a shallow Quaternary sand and gravel groundwater system in an esker ridge (Large et al., 2007). Rich fen wetland communities have been shown to be very sensitive to drought periods and may be at greater risk of climate change should groundwater droughts be more commonly prompted by increasing frequency of dry summers.

Under current abstraction regimes, the groundwater resource in the Fell Sandstone is not expected to be compromised in future decades (see Younger, 1998).

There are relatively few sensitive wetland sites depending on groundwater sources for sustaining them in the Berwick District. While there is clear sensitivity to potential increasing frequency and duration of drought periods, management options for mitigating against water shortages (construction of an artesian borehole into underlying limestone) have been undertaken to safeguard the Newham site (at least in the short-term) by site managers Natural England.

Impacts of declining groundwater levels on salmonid spawning grounds are also unlikely, due to the relatively static nature of the water table in close proximity to the channel, where opportunities for localised recharge through the hyporheic zone abound. 

The number of mine water discharges in the Berwick District is relatively small compared to other north east districts and these are not known to exhibit the flashiness of flow indicative of breakout.  Given the mine water at Spittal discharges to the coast it is unlikely to be of high impact even if there was future outbreak.

 

Blyth Valley Borough Council

Description
There are no significant groundwater abstractions (> 20m3/day) in the district.

The major coal mine waters in Blyth Valley are at East Cramlington and the Coal Authority pumping scheme at Bates (on the Blyth Estuary to the north of the town). This pumping scheme (soon to be directed to a treatment wetland prior to discharge into the Blyth Estuary) prevents surface discharge of contaminated coal mine water around much of the Blyth area and Seaton Burn.

Impacts
The Coal Authority pumping scheme at Bates if continued in perpetuity should drastically reduce the risk of mine water outbreak in much of the eastern area of the District. The extensive mining in the Coal Measures in the Blyth District also means that surface discharges are fed by groundwaters in large interconnected workings. These groundwater bodies are less likely to exhibit flashiness than shallower workings inland where Coal Measures strata outcrop (see Derwentside, Wear Valley). Therefore the sites will be less susceptible to outbreak following intense rainfall events than in these central and western areas of the Region.

 

Castle Morpeth Council

Description
The Upper and Middle Limestones support some domestic, agricultural and industrial abstractions north of the town of Morpeth, while Coal Measures strata support some commercial abstractions around the town itself. Some domestic and agricultural abstractions occur from Millstone Grit in the west of the district at Ponteland, Belsay and Capheaton.

The most important mine water discharges are in coastal areas around Ellington and Lynemouth. Given these were some of the most recently worked deep coal mines in the region, ground waters are still rising in some coastal areas of the district.  These rising levels are currently monitored by the Coal Authority.

Impacts
Given the low abstraction rates in the district, lowering of groundwater tables is unlikely to be of impact on groundwater resources.

While future mine water outbreak due to rebound cannot be ruled out in coastal areas of the District (e.g. Lynemouth and Ellington), these levels are currently being monitored and pumping operations may recommence if deemed necessary. The authors are unaware of any major mine water outbreaks in the district and outbreak risk can be considered less likely here than in central and western areas of the Region, where discharges from shallow workings are more susceptible to ingress and outburst.

 

Chester-le-Street District Council

Description
Groundwater circulation in the Chester-le-Street District is most important in the heavily mined Coal Measures which outcrop in the west of the district. There are no significant (>20m3/day) groundwater abstractions in the district but there are numerous uncontrolled mine water discharges.  The most important of these are at Kimbesworth, the Cong Burn, Beamish (into the Twizzel Burn) and at the Coal Authority treatment site at Edmondsley.

Impacts
Mine water discharges draining shallow sub-surface workings along the Coal Measures outcrop generally exhibit flashiness in flow regime (owing to rapid recharge).  The Edmondsley discharge has shown a recent fall in flow indicative of some obstruction in the adit mouth. This has caused a rise in groundwater head behind the discharge point (Ian Watson, Coal Authority, Pers. Comm. 2008). Such blockages combined with rapid recharge (and subsequent rise in head behind the discharge point) in Coal Measures outcrop locations following multi-day rainfall events may be conducive to breakout.  In this regard some of the discharges in the Chester-le-Street District (and adjoining districts where there is an abundance of shallow sub-surface former coal mining near outcrop) could be considered more susceptible to breakout than discharges from interconnected workings in large groundwater bodies elsewhere in the region.

 

Darlington Borough Council

Description
Important groundwater units in the Darlington District are principally associated with the Permian aquifer (Magnesian Limestone and Yellow Sands). Additionally, the mudstone aquitards of the Upper Permian Marls separate the Magnesian Limestone from the Triassic Sherwood Sandstone aquifer.  The Sherwood sandstone has associated beds of gypsum and anhydrite.  There are numerous abstractions for domestic water supply around the town of Darlington from the Permian aquifer.
Groundwaters from the Permian aquifer are also locally important in sustaining rich fen wetland communities at Hells Kettles.

There are no known mine water discharges in the District

Impacts
Land subsidence could be locally triggered by lowering of groundwater below historic levels under drought conditions, particularly in those parts of the District where groundwater occurs in highly karstified gypsum. Lowering of groundwater levels can remove buoyant support from the roofs of caverns, and  / or provide inflow gradients towards caverns entraining overlying sediment, leading to the localised development of sinkholes in gypsum terrains.

The Permian aquifer is unlikely to be affected by climate change effects over coming decades if current abstraction rates are maintained.  Groundwater levels in the Magnesian limestone have generally been rising over the past 30 years due to changes in coastal pumping regimes suggesting the current abstraction rates are easily sustainable (Younger 1995a). This also suggests any reduction in recharge from climate change effects will not significantly affect the resource. The main concern with the integrity of the water supply concerns rising levels of water in the underlying Coal Measures to the north of Darlington with high sulphate concentrations into the aquifer (see Neymeyer et al, 2006).

One of the best north-eastern examples of a groundwater-supported ecosystem occurs at Hell’s Kettles in the south of the district. Here saw-sedge dominated swamp is supported by hard water rising from the Magnesian Limestone forming ponds in natural subsidence hollows in the Upper Permian Marl (Younger, 1995a). Given the site is supplied via upwelling from the large aquifer it is unlikely to be as susceptible to drought as wetlands fed by shallow groundwater systems (such as the Newham Fen example described in the Berwick District), although the risk can not be completely discounted. Nutrient enrichment of the site is believed to be a greater concern to site managers than drought impact at present. 

The subsidence risk associated with dissolution of gypsiferous strata in the Darlington District has been assessed in detail by Lamont-Black et al. (1999; 2005). The Parkside, Red Hall Lingfield and Frith Moor areas of Darlington have been subject to subsidence in recent years and led to building repairs in the region of £1M. While lowering of groundwater head can promote gypsum dissolution (and subsequent subsidence), investigations have found the water table in the gypsum beds is confined by Quaternary deposits which limits the transverse flows necessary for significant gypsum dissolution (Lamont-Black et al., 2005).  Alternative causes of the subsidence are most likely related to clay shrinkage, a process which could well be exacerbated by increasing drought frequency.

 

Derwentside District Council

Description
The main groundwater resources in Derwentside are associated with heavily mined Coal Measures strata in the central and eastern areas of the district and with sandstones and limestones of Lower Carboniferous age in the far west of the district.
There are some minor abstractions from Coal Measures strata for domestic use in the district.

There are numerous coal mine discharges, particularly in the central and eastern areas of the district where the Coal Measures outcrop. Some of these discharges can exhibit flashiness that may be conducive to breakout if current discharge locations are obstructed.  An example of such a site is the Stoney Heap discharge near Annfield Plain which discharges into the Newhouse Burn. Other major discharges in the district include the Morrison Busty mine water treated by the Quaking Houses wetland, again near Annfield Plain, while there are several smaller discharges associated with former drift mines in the Derwent Valley.  There is also a small number of mine water discharges associated with abandoned lead mines in the Carboniferous strata in the west of the district. These include discharges at Burnhope and Harehope a short distance south of Edmondbuyers.

Impacts
Groundwater abstractions in the District are minor and unlikely to be affected by any potential reduction in recharge and increased drought frequency.

Mine water discharges draining shallow sub-surface workings along the Coal Measures outcrop generally exhibit flashiness in flow regime (owing to rapid recharge).  In this regard some of the discharges in the Derwentside District (and adjoining districts where there is an abundance of shallow sub-surface former coal mining near outcrop) could be considered more susceptible to breakout than discharges from interconnected workings in large groundwater bodies in coastal areas of the region.

 

Durham City Council

Description
Important groundwater units in the Durham District are found in Quaternary sands and gravels in riparian areas, Carboniferous Coal Measures strata and Permian dolostones and sandstones. Abstractions for mineral extraction, agriculture and leisure take place at Coxhoe (from the Magnesian Limestone), Houghall (Coal Measures) and Maiden Castle (sands and gravels) respectively.

Mine water discharges in the District are associated with former coal mining at Bearpark, Metal Bridge, Rainton and Sherburn.

Impacts
The small and disparate abstractions in the district are unlikely to be threatened by any diminution from climate change effects.

Slope stability has previously been found to be sensitive to localised increases in groundwater head in the vicinity of Kepier Woods, downstream of Durham City, where localised sand and gravel lenses within the Quaternary deposits discharge groundwater to the surface on steep ground.  It is likely that the incidence of this process will increase in the event of periods of intense rainfall, given the localised nature of recharge to these lenses and the possibility for saturation from above adding to that already arising from below. There are also zones in the valleys of the Deerness, Browney and middle Wear where the occurrence of such sand and gravel deposits makes this risk at least credible. Localised exacerbation of natural slope failure processes cannot therefore be ruled out under future climate scenarios.

There are no reported recent mine water outbreaks in this District. However some of the former workings are in locations where Coal Measures are close to outcrop and may therefore be more susceptible to the ‘flashiness’ in flow exhibited by proximate mine waters in adjacent districts (e.g. Stoney Heap and Edmondsley).

 

Easington District

Description
The main groundwater units of interest in the Easington District are associated with the Magnesian Limestone and underlying Coal Measures. Water levels in the Coal Measures are currently pumped by the Coal Authority (at Horden) to prevent surface discharge in the west of the Wear catchment but principally to prevent contamination of the Magnesian Limestone aquifer which overlays the Coal Measures.

The Magnesian Limestone supports several abstractions for domestic supply throughout the district at Seaton, North Dalton, Dalton Piercy, Hawthorn, Thorpe, Peterlee, New Winning and Red Barnes. Discharges from the aquifer are also important in sustaining flows in coastal streams such as the Castle Eden Burn and Nesbill Dean. Discharges from a perched glacial gravel aquifer at Shotton are also important in sustaining a wetland.

There are no significant mine water discharges in the district due to the continued pumping operations.

Impacts
Groundwater levels in the Magnesian limestone have generally been rising over the past 30 years due to changes in coastal pumping regimes suggesting the current abstraction rates are easily sustainable (Younger 1995a). This also suggests any reduction in recharge from climate change effects will not significantly affect the resource. The main concern with the integrity of the water supply concerns rising levels of water in the underlying Coal Measures with high sulphate concentrations into the aquifer (see Neymeyer et al, 2006).

If pumping operations continue at Horden (and / or Dawdon in the future), uncontrolled surface discharges are not expected to commence in coastal areas due to the westward flow of groundwater in this area induced by pumping. This should mitigate against any major mine water outbreak forced by climate change effects (e.g. multi-day rainfall events) in the District.

 

Gateshead Council

Description
The most important groundwater unit in the district is in the Coal Measures. Only one significant (>20m3/day) groundwater abstraction occurs in the district for mineral washing at Gateshead on the banks of the Tyne.

The main coal mine water discharge in the District occurs from Coal Authority pumping operations at Kibblesworth in the Team Valley.  This discharge flows under gravity from the former Kibblesworth Colliery to Lamesley where it is co-treated with sewage in a large aerobic reedbed. These pumping operations serve to minimise the extent of uncontrolled coal mine water outbreak in the District.  There are however some minor discharges associated with drift workings along the lower Derwent Valley (e.g. at High Spen) and the banks of the Tyne (e.g. at Wylam, Ryton, Blaydon and Dunston).

Impacts
Groundwater circulation in the large interconnected workings in the Coal Measures will make the minor abstractions in the District highly unlikely to be impacted by climate change effects.

Pumping operations should minimise the risk of major mine water outbreak in the District. Some of the drift mines in the Derwent valley may be more susceptible to flashiness in flow given the shallow nature of the workings, which may make these sites more vulnerable to breakout.

 

Hartlepool Borough Council

Description
Groundwaters in the Magnesian Limestone are the most important hydrogeological feature of the Hartlepool District. Some 8 borehole abstractions in the district provide all of Hartlepool’s domestic water supply (and some minimal industrial supply). The main locations of these boreholes are at Dalton Piercy, central Hartlepool and along the western margin of the district around Embleton and Crookfoot Reservoir.

There are no known mine waters in Hartlepool.

Impacts
Potential reduction in recharge is unlikely to have significant effects on the sustainability of abstractions, given there has been a steady rise in levels in the aquifer over the past twenty-five years reflecting changes in pumping patterns in response to former problems of seawater intrusion at coastal boreholes (Younger 1995a). Again, it is the migration of a plume of polluted groundwater associated with former mining from the west of the district (Sedgefield/ Durham district) that is the principal threat to the Permian aquifer resource.

 

Middlesbrough Council

Description

There are no current abstractions in the Middlesbrough District.

There are no known mine waters in the Middlesbrough District.

 

Newcastle upon Tyne City Council

Description
The most important groundwater unit in the district is in the Coal Measures. Only one significant (>20m3/day) groundwater abstraction occurs in the district for industrial purposes at Brunswick.

Coal mine water discharges occur in the district from Kitty’s Drift near the Newcastle Business Park and from Throckley Isabella Colliery into the Reigh Burn near Newburn Country Park. Additionally, there is a minor discharge in the headwaters of the Ouseburn at Woolsington and some minor discharges in the headwaters of the Seaton Burn around Dinnington.

Impacts
Groundwater circulation in the large interconnected workings in the Coal Measures will make the minor abstractions in the District highly unlikely to be impacted by climate change effects.

Pumping operations in surrounding Districts should minimise the risk of major mine water outbreak from the large interconnected workings beneath the District.

 

North Tyneside Council

Description
The principal groundwater body in hydraulic continuity with the surface is in extensively mined Coal Measures strata. There are no significant groundwater abstractions (> 20m3/day) in the district.

There are two coal mine water discharges on the Briardene Burn to the north of the district and a further discharge at Weetslade near Dudley on the Seaton Burn.

Impacts
The pumping scheme at Bates is likely to exert some influence on preventing surface discharge of mine waters in the north of the district. This will minimise outbreak risk. Similar to the other coastal districts, mine water outbreak can be considered less likely than some inland locations due to the large groundwater bodies sustaining the discharges.

 

Redcar & Cleveland Borough Council

Description
The most important groundwater units in the District are the Jurassic Ravenscar group (which comprises sandstones and limestones) and Cleveland Ironstone Formation.

Springs from the Ravenscar Group support groundwater abstractions at Barnaby and Guisborough.

There are several mine water discharges associated with ironstone mines along the Cleveland coast (see Younger, 2000b for detail).  The principal discharges are at Skinningrove, Saltburn Gill, Eston and New Marske.

Impacts
Groundwater abstractions are minimal in the District and are unlikely to be impacted by any diminution of groundwater levels under climate change.

A good example of the mine water outbreak risk in the area is provided by the Saltburn Gill discharges. Mine waters into Saltburn Gill currently emerge via 2 sources: the ‘tributary’ discharge on an unnamed tributary of the Saltburn Gill and from a nearby borehole.  The ‘tributary’ discharge commenced in 1999 despite mine workings closing some 35 years previously. It was thought to be a result of roof collapse between Lumpsey and Carlin Howe Mines which caused a rise in groundwater level between the collapse and alternative discharge point.  This roof collapse was believed to be initiated by surface road construction works (Mason, 2000). Little monitoring of flow in these discharges has been undertaken to offer an indication of variability and potential plugging.  Given the previous outbreak and the very high ochre accretion rates (as a consequence of total iron concentrations of >1000 mg/L in the ‘tributary’ discharge at Saltburn for example) there is future possibility of adit plugging and subsequent outbreak at another discharge point. Additionally, instability in some of the workings was cited in causing the 1999 emergence. Therefore, the possibility of this process being exacerbated at the site and in similar mines in the Ironstone Field by increasing frequency of high intensity rainfall events under climate change cannot be ruled out. 

 

Sedgefield Borough Council

Description
The important groundwater units in the Sedgefield area are primarily related to the major aquifer in the Magnesian Limestone and Yellow Sands (both of Permian Age). Rebounding groundwater levels in the underlying Coal Measures have been a cause for concern for water quality in the Permian aquifer (Neymeyer et al., 2007). Several abstractions for potable and industrial water occur throughout the district from the Magnesian Limestone (for example at Sedgefield and Newton Aycliffe).

With Coal Measures groundwater rebounding beneath the Magnesian Limestone plateau in the east of the district, there are no surface mine water discharges here.  However in lower elevation areas to the far west of the district (on the district boundary with Teesdale) there are some minor point discharges and significant diffuse mine water discharges along the lower reaches of the River Gaunless where surface waters are in good connection with underlying strata including Coal Measures and Quaternary sands and gravels (see Mayes et al., 2007).

Impacts
Reduced recharge to the Permian aquifer (with lesser annual rainfall and increasing severity of droughts) could impact on groundwater levels.  In addition, drainage from the Permian aquifer occurs in the south of the district forming the headwaters for the River Skerne with which the Magnesian Limestone is in good hydraulic connection. These headwater areas support some groundwater-fed wetland habitat (see Mayes et al., 2005 for an example in the Ferryhill area) which could be sensitive to significant falls in groundwater level in drought periods.

Groundwater levels in the Magnesian limestone have generally been rising over the past 30 years due to changes in coastal pumping regimes suggesting the current abstraction rates are easily sustainable (Younger 1995a). This also suggests any reduction in recharge from climate change effects will not significantly affect the resource. The main concern with the integrity of the water supply concerns rising levels of water in the underlying Coal Measures with high sulphate concentrations into the aquifer (see Neymeyer et al, 2006).

It is unlikely that the Skerne headwaters will be adversely affected by any increase in drought severity given the headwaters and associated wetland features have persisted in the past when groundwater levels in the aquifer were some 10m below current levels (Younger 1995a).  Similarly, the resource of the Permian aquifer is unlikely to be compromised by increasing drought severity and the major threat to it remains contamination from underlying mine water rebound.

The mine water discharges in the far west of the District are unlikely to be susceptible to outbreak given they are fed by large groundwater bodies in the Coal Measures (characterised by relatively steady water levels) in this area and rebound was completed here by the early 1980s (Younger, 2000).

 

South Tyneside Council

Description
The most important groundwater units in the South Tyneside District are in Coal Measures strata and the Magnesian Limestone, the northern extent of which traverses the district. Abstractions at Cleadon Park (from the Magnesian Limestone) and Boldon (from Coal Measures) serve domestic and commercial purposes respectively.

The main mine water in the district is a minor discharge associated with the former Westhoe Colliery on the coast south of South Shields.

Impacts
Groundwater levels in the Magnesian limestone have generally been rising over the past 30 years due to changes in coastal pumping regimes suggesting the current abstraction rates are easily sustainable (Younger 1995a). This also suggests any reduction in recharge from climate change effects will not significantly affect the resource, which is only moderately exploited in the District.

Pumping operations in surrounding Districts should minimise the risk of major mine water outbreak from the large interconnected workings beneath the District.


Stockton-on-Tees Borough Council

Description
The Triassic Sherwood Sandstone aquifer supports numerous industrial abstractions around Billingham, totalling around 12 500m3/day (Younger, 1995a).

There are no known mine waters in the Stockton-on-Tees District.

Impacts
Abstractions from the Sherwood sandstone are unlikely to be impacted by climate change. The Sherwood sandstone is second only in importance to the chalk as a supply aquifer (Younger, 1995a), but is relatively under-exploited in the north east due to its salinity, hardness and low permeability.  Given this low exploitation and the confinement of the aquifer by overlying Mercia Mudstone, levels in the sandstone are unlikely to be sensitive to potential slight falls in recharge and increased drought periods.

 

Sunderland City Council

Description
Natural groundwaters in hydraulic continuity with the surface waters of the Sunderland district occur predominantly in Magnesian Limestone (dolostones) and poorly cemented sandstones of Permian age and sands and gravels of Quaternary age (near to the river channel, in localised pockets). The bulk of groundwater circulation in the District actually occurs in ‘man-made aquifers’ comprising mined Coal Measures strata. The Magnesian Limestone is quite well described (see Younger, 1995a) and supports around 30% of Sunderland’s domestic water supply. Borehole abstractions occur in the north of the district from the Magnesian Limestone at Fulwell and in the south at Stonygate, Ryhope and Burdon.

Groundwater levels in the Coal Measures strata are largely controlled by pumping operations further south along the coast at Horden and inland at Lumley (south of Washington in the Chester-le-Street District – although pumping is likely to cease here soon). There are minor surface discharges at Usworth (Washington).

Impacts
Groundwater levels in the Magnesian limestone have generally been rising over the past 30 years due to changes in coastal pumping regimes suggesting the current abstraction rates are easily sustainable (Younger 1995a). This also suggests any reduction in recharge from climate change effects will not significantly affect the resource. The main concern with the integrity of the water supply concerns rising levels of groundwater in the underlying Coal Measures with high sulphate concentrations into the aquifer (see Neymeyer et al, 2006).

While rebound of Coal Measures water levels is continuing following cessation of mining in the lower Wear, it may not be complete for a few decades yet (Younger, 1995b). If pumping operations continue in the central catchment, uncontrolled surface discharges are not expected to commence in coastal areas due to the westward flow of groundwater in this area induced by pumping. This should mitigate against any major mine water outbreak forced by climate change effects (e.g. multi-day rainfall events) in the District.

 

Teesdale District Council
 

Description
Groundwaters in the Carboniferous Limestone and Millstone Grit constitute the most important groundwater resource in the District.  They serve local abstractions at Mickleton, Barnard Castle and Scargill.  Locally groundwaters in Quaternary sands and gravels are in good connection with surface waters and of possible importance to salmonid spawning habitat.

The main mine water discharges in the Teesdale District are associated with metal mining in headwater areas and coal mining in the central and eastern areas.  The important coal mine discharges fall mainly within the Wear catchment, at Lowlands, Woolly Hill, Arn Gill (all draining into the Gaunless – see Mayes et al., 2007 for more detail) and Moor Hill (draining into the Linburn Beck). Lead mine discharges are found at Sharnberry (near Witton-le-Wear) and in headwater areas near Cowgreen.

Impacts
Groundwater resources are unlikely to be affected by climate change effects given the largely disparate nature of the small rural abstractions in the District. Impacts of declining groundwater levels on salmonid spawning grounds are also unlikely, due to the relatively static nature of the water table in close proximity to the channel, where opportunities for localised recharge through the hyporheic zone abound.

There was a major outbreak of coal mine water at Lowlands (near Cockfield on the River Gaunless) in June 2000, when a shaft collapsed following an intense multi-day rainfall event. The subsequent outbreak led to short-term, severe contamination (principally with iron) of the River Gaunless along a 20km reach to it’s confluence with the Wear. This is an isolated event, and while this does not rule out the possibility of a repeat, the site provides an example of the type of coal mine locations most susceptible to breakout (shallow workings where Coal Measures are close to outcrop in mid-to-upper reaches of the Rivers Tyne and Wear).

 

Tynedale Council

Description
Groundwaters in hydraulic continuity with the surface waters of the Tynedale District occur in a range of strata, predominantly:

  1. Sandstones, limestones of Lower Carboniferous age (across the North Pennines)
  2. Millstone grit
  3. sands and gravels of Quaternary age (near to the river channel, in localised riparian pockets scattered throughout the district).
  4. mined Lower Carboniferous Coal Measures strata in the west of the district.

The limestones, Coal Measures and Millstone Grit all support numerous abstractions through the district, principally for domestic purposes in rural areas.

Coal mine water discharges are associated with the Lower Carboniferous Coalfield along the South Tyne Valley including large discharges at Lambley, Blenkinsopp, Bardon Mill and Acomb. The Carboniferous strata of the North Pennines also hosts veins of galena, sphalerite, fluorspar and other minerals that have been historically mined. As a consequence, there are a large number of metal mine discharges in the west of the district, notably in the West Allen, and headwaters of the South Tyne.  Although falling within Eden District Council, some of the largest metal mine discharges in the North Pennines occur in the Nent Valley which drains into the South Tyne.

Impacts
Groundwater resources are unlikely to be affected by climate change effects given the largely disparate nature of the small rural abstractions in the District. Impacts of declining groundwater levels on salmonid spawning grounds are also unlikely, due to the relatively static nature of the water table in close proximity to the channel, where opportunities for localised recharge through the hyporheic zone abound.

There are large reaches of the upper Allen and South Tyne that are flanked by steep sided spoil (e.g. West Allen near Carrshield, Swinhope Burn in the East Allen catchment).  While increased frequency of intense rainfall events may exacerbate slope failure processes, the spoil is located in sparsely populated areas and unlikely to be of major impact on infrastructure. Spoil collapse would however introduce large quantities of metal-rich sediment into rivers (which are already largely contaminated) that could be of further detriment to aquatic biota.

Evidence of instability in metal mines in adjoining districts is plentiful (see Wear Valley). Metal mines in the North Pennines can be subject to rapid ingress of waters (through mining features, but also due to rapid recharge permitted by outcrop and karstified areas of limestone) in high flow events which can prompt outbreaks. The major coal mine discharges in the catchment are all subject to monitoring and remediation efforts which should minimise outbreak risk.

The mines are generally located within sparsely populated areas of Tynedale and thus outbreak is unlikely to be of major impact on infrastructure.

 

Wansbeck District Council

Description
There are no significant groundwater abstractions (> 20m3/day) in the district.

There are numerous mine water discharges in the Wansbeck district centred around the former coal mining towns of Ashington, Newbiggin, Choppington and Bedlington. The most major of these is the Bomarsund discharge ~1km west of Guide Post.  It is likely that the Coal Authority pumping scheme at Bates (see Blyth District) is preventing surface mine water discharges in the south east of the district.

Impacts
The authors are unaware of any recent major mine water outbreaks in the district and outbreak risk can be considered less likely than in central and western areas of the Region.

 

Wear Valley District Council

Description
Groundwaters in hydraulic continuity with the surface waters of the Wear Valley District occur in a range of strata, predominantly:

  1. sandstones and limestones of Lower Carboniferous age (across the North Pennines)
  2. dolostones (Magnesian Limestone) and poorly cemented sandstones (Yellow Sand) of Permian age (in the far east of the district)
  3. sands and gravels of Quaternary age (near to the river channel, in localised riparian pockets scattered throughout the district).
  4. heavily mined Coal Measures strata in the east of the district.

There are no major groundwater abstractions in the District.

Coal mine waters are largely focussed around Coal Measures outcrop areas in the heavily mined eastern parts of the district. Large discharges include those at Bishop’s Park, Batt’s Drift, Bowden Close and St Helen Auckland (Note: see Teesdale for other discharges in the Gaunless catchment).  There are numerous metal mine discharges in the headwaters of the Wear, notably along the Rookhope Burn and to a lesser extent in the Killhope, Wellhope, Bollihope and Stanhope Burns.

Impacts
There are large reaches of upper Weardale that are flanked by steep sided spoil (e.g. spoils on the headwater burns of Rookhope, Killhope, Wellhope, Bollihope and Stanhope as well as the Tees / Wear watershed above Burnhope Reservoir).  While increased frequency of intense rainfall events may exacerbate slope failure processes, the spoil is located in sparsely populated areas and unlikely to be of major impact on infrastructure. Spoil collapse would however introduce large quantities of metal-rich sediment into rivers (which are already metal-rich) that could be of further detriment to aquatic biota.

The metal mines of upper Weardale have several reported incidences of recent mine water outbreak following extreme rainfall events.  The most recent of these is the Rispey mine water discharge which occurred in December 2006 following heavy rainfall. The discharge was considered to be due to obstruction of the adjacent (and hitherto flowing) Tailrace Level discharge, which forced the collapse of a nearby crown hole from which the discharge newly emerged to the Rookhope Burn.

Another comparable incident occurred at Rookhope in April 2005. Following 98.5mm rainfall in 48 hours and subsequent increase in river flows, former mine workings under the Rookhope Burn collapsed. Large volumes of water subsequently leaked through the workings and emerged from another entry point to the mine on the Boltsburn Old West Level.  River diversionary works were necessary to limit the flow of water into the workings.

A similar problem has sporadically affected the Park Level, the adit which provides the principal access to the visitor mine at Killhope Lead Mining Museum, upper Weardale. A line of old ventilation shafts lies along the true right bank of the Killhope Burn upstream of the museum, and under flood conditions, the shafts are occasionally impinged upon by stream waters.  Museum staff report that on at least two occasions in the last decade, the entire flow of the Burn has ended up cascading down one of these shafts and re-emerging to surface through the Park Level, temporarily preventing use of the visitor mine and causing localised erosion of the museum site below the adit mouth.  Minor civils works are typically instigated after the flood abates, to make good the shaft collars and attempt to prevent recurrence via the same route.

Given this continued instability in drainage from metal mines in this area, it would be reasonable to suspect that this will continue into the future and possibly be exacerbated by increasing frequency and intensity of extreme rainfall events.
The coal mines in the east of the district may also be subject to similar instability in shallow workings. A nearby example of coal mine water outbreak in the adjoining Teesdale District is provided below.

 

 

 

 

 

 

 

 
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