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River Piddle

Remedial Acti<

Environn Low Flows

ie n t Ag en cy INTRODUCTION Catchment

The River Piddle was identified in 1989 by the National Rivers Authority (now the Environment Agency) as a low flow river which required priority action to resolve the conflict between abstractions of water and sustainable river flows.

This resulted in the development of an action plan in 1991, which outlined a series of investigations Stream support and short term actions to improve Flow gauging station the River Piddle, pending the full A Public water supply sources conclusion of these investigations. o Town/Village Progress to October 1994 was reported in the leaflet 'River Piddle low flows - Action Plan Progress'. CONCLUSIONS FROM THE areas of the river are considered to be We now summarise progress since INVESTIGATIONS significantly affected; the Upper Piddle from that date and outline the solutions to Waterston, the Devils Brook and the timescale for remedies that Impacts of Abstraction on River Flows at Village and the Middle Piddle from to Throop. The graphs below show have been agreed with A computer simulation model was employed the simulated impact of abstractions on river Water. to analyse in detail the influence of each of flow at and the borehole abstractions on the river. It over the years 1984 to 1995. confirmed that the abstractions at Alton Pancras, Dewlish and Briantspuddle have Impact of Abstraction on Ecology and The Catchment resulted in a significant loss of flow from the Fisheries river. The abstractions impact over the whole The River Piddle rises in flow range but the percentage impact is Where abstraction has affected flows on the greatest at low flows when the river River Piddle stream organisms have been close to the village of Alton environment is at its most sensitive. Three key affected in a range of ways. Fish are amongst Pancras. From here it flows in a the organisms most generally south easterly direction to affected. They adapt Wareham to enter the sea via Typical impacts of abstraction on flow in the their behaviour to Middle Piddle prevailing flows, Harbour. It has two main which normally tributaries, the Devils Brook and the flow (metres cubed per second) decline through the . There are 4 boreholes summer months. This normal progression is used for public water supply in the quickened by catchment: at Alton Pancras, abstraction. These Dewlish, Briantspuddle and behavioural changes can affect their ; the first 3 of catchability and which have been shown to cause hence the quality of unacceptable depletion of river angling. Flow flows. reductions at certain critical times can also increase mortality and reduce the size of fish populations. Evidence Typical impact of abstraction on flow in the for these types of Upper Piddle impact has been found in the River Flow (metres cubed per second) Piddle.

CONVERSIONS Ml/d m3/sec 1.0 0.012 1.5 0.018 3.0 0.035 4.5 0.052 9.0 0.105 Front cover photo: The River Piddle near 18.0 0.209 Target Flow Regimes Devils Brook Augmentation Trial 1995

The aims of the trial were to improve the flow Site Target flow Season Reason for target through Dewlish village and to improve Ml/d mJ/sec knowledge of the flow distribution along the reach. An additional 1 Ml/d was pumped by Alton Pancras 2.00 0.0232 All year Visual Amenity Wessex Water into the river adjacent to the pumping station from an old borehole close Piddletrenthide 3.00 0.0348 All year Visual Amenity to the two existing supply boreholes. The licensed augmentation at Bramblecombe 2.00 0.0232 All year Visual Amenity continued throughout the trial. Augmentation commenced in June and Briantspuddle 64.80 0.750 April Production of juvenile fish continued until November when the 51.84" 0.600” ' May - July Enhancement of fishing groundwater recovery commenced. 16.42 0.190 August - March Survival flow Throughout this period a small flow was maintained in the village. Detailed 0>lf the target flow of 0.6 m3/sec can not be sustained, then providing 0.350 mJ/sec can monitoring of the flows showed considerable be sustained, augmentation should continue. If 0.350 mVsec can not be sustained, a and diffuse leakage over the whole reach. If target of 0.190 m3/sec should be adopted. the additional augmentation had not taken place the brook would have been dry through the village for much of the summer. Environmentally Acceptable Flow INTERIM MEASURES Regime AND TRIALS PERMANENT REMEDIES

Where the impact of abstractions is Briantspuddle Licence Reduction Once the target flows had been established significant an assessment of the change and the results of the 1995 trials analysed, efforts concentrated on identifying the best required to re-establish an acceptable flow The voluntary reduction in abstraction by solution to the low flow problem. For each regime is needed. Environmentally acceptable Wessex Water from 18 Ml/d to 9 Ml/d during area of the river affected: the Upper Piddle, flows have been established using a variety of the period June to October has been in place the Middle Piddle and the Devils Brook; a techniques to measure; river habitat change, since 1991. This reduction has resulted in number of options to improve the flow were angling opportunity and visual amenity. Flow significant improvements to summer flows in identified. The computer model was then regimes have thus been set at Alton Pancras, the river. This action alone, however, was not used to establish how effective the option Piddletrenthide, Piddlehinton and sufficient to prevent serious concerns over the was in improving the flows. The Briantspuddle. New licence rules will be low river levels and their impact on the fish solutions identified below are adopted for the control of abstraction and population, during the summer of 1995, considered to be the most new flow augmentation arrangements made when severe hot, dry weather occurred. as dictated by these flows. effective way of improving river conditions without prejudicing Briantspuddle Augmentation It is important to recognise that it will not be standards of service for Trial 1995 possible to maintain these target flows at all public water supply. times. Flows below the targets would occur Wessex Water and the From the end of August to the start of at certain times during prolonged dry River Piddle Protection November Wessex Water diverted up to 9 weather even if no abstractions were made. Association (RPPA) were Ml/d of the water from Briantspuddle consulted throughout Pumping Station into the river adjacent to At Dewlish no target flow has been set; the development of the pumping station. Although the pumping instead a trigger flow of 0.86 Ml/d the solutions and was increased the nett gain in river flows over (0.01 mJ/sec) has been established. When Wessex Water has the reach between Briantspuddle and Cecily flows reach this level additional stream since agreed to carry Bridge was substantial and although the support will commence. out the works augmentation flow fluctuated during the day necessary to achieve due to pumping and operational constraints these improvements. it was successful in averting the need for a fish rescue. U pper Piddle

Flow at Briantspuddle Gauging Station Wessex Water have agreed to reduce abstraction from the Alton Pancras borehole from the current licensed maximum of 4.5 Ml/d to a new maximum of 1.5 Ml/d during periods of low flow in the river to meet the target flows. During periods of high river flows and high groundwater levels abstraction may remain at the maximum of 4.5 Ml/d.

In addition a new stream support scheme will Upper be constructed by Wessex Water which will Piddle pump up to 3 Ml/d into the river at White Lackington. This will be used in addition to the reduction in abstraction to augment flows September 1995 to achieve the target set at Piddlehinton. Devils Brook Late Summer Flow Profile 1995 pumping regimes is required to assist in the development of rules to trigger the reduction Flow (metres cubed per second) in abstraction from 4.5 M l/d to the new maximum of 1.5 Ml/d. T h e reduced 0.05 ------abstraction must be made at a time which recognises the lag between groundwater and stream flow recovery.

Licence Variation

When the alternative water supply arrangements are in place, to allow a reduction in the abstraction volume from Alton Pancras, Wessex Water will voluntarily apply to vary the licence.

Middle Piddle

1,000 1,500 2,000 2,5 0 0 Alterations to Briantspuddle Pumping Distance (metres) Station

Wessex Water will need to carry out works The combination of the above two solutions reduction in the region of 0.5 M l/d have required at the pumping station to enable is dependent upon the successful testing of already started and will be complete by the continuous stream support that was not the two boreholes at White Lackington. If the autumn. A feasibility study to determ ine the possible in 1995. The works will involve expected yield from these two boreholes is best method of achieving the rem aining upgrading the electricity supply and controls not available or the impacts of the test reduction is currently underway. It is within the station and installing new pumps. pumping is unacceptable the maximum understood that the full reduction could be abstraction at Alton Pancras will need to be implemented as early as 1998, though this Stream Support reduced to 1.0 Ml/d. will depend on the scale of works required and the availability of alternative resources for The precise location for the stream support is Middle Piddle public water supply. currently under discussion an d is chiefly dependent upon a review of the river Wessex Water will use up to 9 Ml/d of the Leakage Control network and losses between Affpuddle and licensed quantity from the Briantspuddle Briantspuddle. It is currently anticipated that borehole currently used for public Wessex Water is spending more than the stream support water w ill be added in the water supply for stream support £1 million in leakage control and mains vicinity of Affpuddle. The further upstream when the flow at Briantspuddle replacement to reduce the amount of water the water is added the greater the length of gauging station falls to the lost from underground pipes, in th e Alton river which will benefit. However there is also appropriate target flow. Pancras supply zone. This will help in a risk that an increased volume of water will reducing the demand on the Alton Pancras be lost through river bed leakage. Once a In the longer term to maintain source and enable the reductions in suitable location has been established an public water supplies in the abstraction to take place at the earliest underground pipeline between the pumping area Wessex Water will need opportunity. station and the discharge point will be to replace the 9 Ml/d constructed. resource lost during the Stream Support Arrangements period that stream support will operate. Boreholes Before the Environment Agency can licence recently tested at Wareham the new boreholes at White Lackington, as potential sources of water Wessex Water are required to undertake a to replace this lost resource thorough test. Monitoring of river flow and are being investigated for groundwater levels will take place throughout this purpose. the Upper Piddle catchment to identify any impacts. The test will also prove th e Devils Brook sustainable quantity of water available. Once the boreholes have been successfully tested Wessex Water will pump an an abstraction licence will be applied for. If additional 1 Ml/d into the Brook the licence application is successful the at a site between the pumping temporary pipelines and equipment will be station and the village. The stream replaced with permanent underground support will commence when flows pipelines and equipment to ensure visual at Dewlish village fall to 0.864 Ml/d. nuisance is minimised.

IMPLEMENTATION Gauging Station Construction and Abstraction Control Rules Upper Piddle To monitor the target flows set at Alton Alternative Water Supplies Pancras the Agency intends to construct a new gauging station. This will also provide In order to reduce abstraction at Alton confirmation of the stream flow response to a Pancras Wessex Water needs to provide reduction in abstraction. Monitoring of the supplies from elsewhere. Works to achieve a river and groundwater levels under different Measuring river flows at Briantspuddle So^-VV'v ui&M i 0 0 -2 .^ Programme of Activities J

Upper Piddle 1996 1997 1998 Alternative Water Supplies Leakage Control Stream Support Arrangements Gauging Station Construction and Abstraction Control Rules Licence Variations Middle Piddle Alterations to Briantspuddle Pumping Station Stream Support Licence Variation Replacement Sources Devils Brook Additional Stream Support Construct Gauging Station Resolution of Unauthorised Activities Other Habitat Improvements Sediment Reductions

new licence has been granted permanent Habitat Improvements pipelines and equipment will be installed to replace the temporary equipment currently Wessex W ater are also grant aiding work by on site. owners to im prove habitats for fish and wildlife along the River Piddle where Construct Gauging Station deterioration has occurred. This will include such elem ents as the fencing out of cattle To monitor the trigger flow of 0.864 Ml/d set where their trampling has caused severe bank at Dewlish village a new gauging station is erosion and silting of the river. The work will required. It is anticipated that this will be in take account of the full range of interests the vicinity of Dewlish Bridge though the site involved w ith the river. has not yet been selected. Sediment Study Devils Brook stream support trial 1995 Resolution of Unauthorised Activities Following th e extensive study of causes and Low flows in the Devils Brook and their sources of sediment in the Piddle Valley, Licence Variation successful remedy are complicated by a reported in the earlier leaflet, the Agency has number of private abstractions and begun to w o rk with the local landowners to When the stream support arrangements are diversions which may prevent a fully try to reduce runoff and to prevent sediment in place, Wessex Water will apply to vary the satisfactory resolution of the Wessex Water entry. A variety of low cost techniques are existing Briantspuddle licence to incorporate abstraction issue without prior negotiation being trialed. the new arrangements. with relevant local interested parties. The optimal remedies for the Devils Brook may Abstraction Licensing Policy Replacement Sources take further tim e to emerge as they are dependent on successful negotiation with The licensing policy established in 1991 has Wessex Water's pump test of the three local riparian owners. In the meantime the been successful in ensuring no new licences boreholes at Wareham was successful in commitment by Wessex Water will afford a have been issued that would have resulted in proving the availability of a resource in the welcome degree of improvement. a detrimental impact on the river. This policy aquifer although certain questions remain will be reviewed within the next year to about the quality of the water and the OTHER WORKS IN THE ensure that it is consistent with emerging available yield. Wessex Water have national policy. commissioned consultants to model the CATCHMENT aquifer in detail to assess the full potential of THE ENVIRONMENT these sites as replacement sources. In addition to th e works to resolve the low flow problem other works to improve the AGENCY catchment and to control developments are Devils Brook also in progress. These are summarised The Environment Agency, which began above. operations on 1 April 1996, brought together Additional Stream Support the National Rivers Authority, Her Majesty's Inspectorate of Pollution, the Waste The additional stream support will be from an Regulation Authorities and several smaller established licensed borehole within the units from the Department of the confines of Dewlish pumping station. This Environment. The new Agency provides an borehole was successfully tested in the integrated approach to the protection and summer of 1995 to the required rate of management of the land, air and water discharge. A further trial this summer will environment. Its main functions include complete the aquifer test. If the aquifer test pollution prevention and control, waste shows no adverse impacts Wessex Water will regulation, flood defence, water resources, apply to vary the abstraction licence. When a fisheries, recreation and conservation.

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