DOWNTON PARISH COUNCIL Planning Application Response to Application 14/06561/FUL - Charles Church - for Land to the West of Salisbury Road, Downton, Wiltshire - Erect 99 dwellings (83 houses and 16 flats) together with garages, timber pergolas, garden sheds and refuse/cycle stores and associated works. Downton Parish Council is awaiting significant information from Wiltshire Council on two issues relating to the above planning application in the areas of education funding and drainage. It therefore wishes to submit a ‘holding’ response only by the deadline of 7th August. Following resolution of the outstanding issues, it will then submit a final response once the Parish Council has met to agree it at a meeting on Monday 8th September 2014. Downton Parish Council’s comments are as follows under the following headings: 1. Introduction Subject to the provision of essential infrastructure improvements and beneficial community facilities, Downton Parish Council welcomes development in the context of Wiltshire Council’s emerging South Wiltshire Core Strategy where, as set out in the latest version of this document, a maximum of 190 new homes are planned for Downton in the period 2006 to 2026. Against the 190 target Wiltshire Council have, so far, approved planning permissions for 73 new homes in Downton of which 58 have already been built and 13 are currently in the course of construction. Should planning permission be granted to the Charles Church development this total will increase to 172 new homes, representing 90% of the plan total for Downton to 2026. The Parish Council are aware of other landowners / option holders / developers with ambition to build in Downton (SHLAA site S195 and part of site S200) and that an Outline Application for some 25 homes on land at Scotts House, Salisbury Road is imminent. The Parish Council wishes to point out that, if planning permission is granted to this Charles Church application, it will look to Wiltshire Council to exercise considerable restraint on any subsequent planning applications over the next 12 years that would push the number of additional houses above the 190 limit. 1 The Parish Council very much appreciates the positive way in which Charles Church has engaged with the local community in its various consultations and welcomes the amendments that it has already made to its plans in response to feedback received. However, the Parish Council does not recognise or accept the following summary statements in the Community Consultation Main Statement: 1.3.5 “... the (consultation) process identified substantial support for the scheme in the local community....” 6.1.2 “ … Overall, the feedback received is positive towards the proposed development. ...” As can be seen from a detailed study of Community Consultation Appendices, and also the results from the Parish Council's own Public Consultations (copy enclosed), there is considerable concern in Downton about the negative impacts to the village and the additional demands that would be placed on existing overloaded infrastructure. The Parish Council's response to this planning application closely reflects the key areas of concern. 2. Drainage, Sewerage System, Groundwater and Surface Water drainage Downton Parish Council objects to this application on the grounds that the existing sewerage and drainage infrastructure is already insufficient to support the current housing and facilities. This is evidenced by the catalogue of photographs, emails and reports from residents submitted both to the Parish Council and to the Public Exhibitions in July 2013 and 2014, copies of which are enclosed with this document Almost every winter in recent times, when the water table is high, the groundwater gets into the sewerage system, via Wessex Water’s and private property owners' pipes, and completely overloads the system. This results in very prolonged periods of • sewer flooding across roads and pavements and • unusable toilets and domestic appliances in residents' homes. 2 These problems are particularly acute at locations which are near to the proposed site: • The Trafalgar School: From mid-December through to mid-March, up to four tankers per day, seven days per week, had to come onto the school site in order to prevent sewage flooding that would otherwise have forced the school to close. The school also had to deploy temporary toilets for two weeks to avoid flooding of sewage within the school buildings. • Wick Lane: For four months this year untreated sewage, along with toilet paper etc., fountained continuously out of manholes and ran across the road in Wick Lane. When vehicles drove through it, any pedestrians walking by at the time were sprayed with contaminated water. • Long Close: Over the same four months, untreated sewage, along with toilet paper etc., gushed continuously out of a manhole and ran across the footpath which connects Long Close West and Long Close East. This footpath is the principal route used by the many parents who live to the west of the A338 in Downton (Greenacres, Wick Lane, West Wick, Clearbury View, Mesh Pond and, if planning permission is granted, the Charles Church development) when taking their young children to and from Downton Primary School or Downton Community Pre-School in Gravel Close. As the manhole is on the edge of the footpath, and the ground slopes downwards from the manhole to the other side of the footpath, anyone walking along Long Close could not avoid walking through this contamination and bringing it with them on their shoes into the pre-school and primary school. The Parish Council considers it to be imperative that an Infiltration Reduction Plan is put in place by Wessex Water and asks that Wiltshire Council, as Lead Local Flood Authority, and as set out in its enclosed letter of 24th June 2014 to Alistair Cunningham, Associate Director Economic Development & Planning Services at Wiltshire Council, works in partnership with Wessex Water and the Environment Agency to formulate and implement a groundwater management strategy for Downton ahead of any planning consents for new housing developments being granted. 3 Downton Parish Council objects to this application on the grounds that the design of the sewerage system within the site will significantly add to the already serious problems of Downton's existing sewerage system. The proposed sewerage system on the site will have at least 200 sealing joints at which the system will be joined to the dwellings. These will provide 200 additional locations for potential ingress of groundwater into an existing sewerage that is already completely overwhelmed by groundwater infiltration in the winter months. To mitigate this problem the Parish Council asks that Charles Church also be required to install a ‘sealed’ sewerage system within their site, and through to their connection to main sewer in Wick Lane, so that no additional ingress of groundwater into Downton’s sewerage system can ever occur. Downton Parish Council objects to this application on the grounds that the design of the drainage system within the site is based on data that significantly understates the size of the drainage problem. It is well known, by long term residents in this area, that the proposed development site is routinely subject to very high groundwater levels. However, this reality is not reflected in the proposals for addressing the resulting drainage issues. From the Flood Risk Assessment, it is noted that the measurements of groundwater levels were taken during a relatively dry period in 2011/12 compared to the winter months of 2012/13 and 2013/14 when Downton residents observed that groundwater had reached the surface and was running off the fields to the north of Wick Lane. A further compelling demonstration of this point is made by comparing the groundwater level measurements at Woodyates Borehole (the local Environment Agency borehole just west of Downton). During the monitoring period used for Charles Church’s Flood Risk Assessment the peak level at Woodyates Borehole was 83m AOD whereas the level in January this year was 109m AOD - some 26 metres higher. It is the contention of the Parish Council that: • The groundwater readings obtained by Charles Church's consultants in 2011/12, of between 2.59m and 1.96m, do not provide a realistic base upon which to design an effective drainage system for the site. 4 • A soakaway system, such as that proposed, which relies on there always being a minimum depth of 0.7m between ground level and the level of the groundwater will not work during the types of winter that we have experienced in recent years. • The drainage proposals for the development could make the issue of flooding worse rather than better in Downton. • The pressure of the groundwater on the foul water pipes may cause groundwater ingress through unsealed joints to add to the current overloaded system with increased overflowing of drains impacting on properties and into roads, as has occurred during recent winters. • The Flood Risk Assessment does not cover the occasions when groundwater levels are high and SuDs systems will not work because they are at or below the water table. This will result in overland flows and further ingress into unsealed sewer systems leading to further flooding on site and/or in other locations in Downton. The Parish Council requests that: • The Strategic Flood Risk Assessment, which forms part of the evidence base for the Wiltshire Core Strategy and the applicant’s Flood Risk Assessment, is updated to reflect the experience of recent winters. • An independent and realistic assessment is made of the groundwater levels of this site and the impacts on drainage and the sewer system. • A workable drainage solution is created, based on the results of the above, revised data. • If soakaways are to form part of the drainage solution that: • regular maintenance and clearing of the road surface and the soakaways is carried out by the maintenance company, and monitored by Wiltshire Council, in order to prevent the build up of sediment that would otherwise prevent run off; 5 • 3. the floor levels of the houses are assessed across the site and mitigation, as necessary, is put in place to prevent groundwater and surface water flooding of the properties as a result of: • groundwater coming up through the floors or • surface water running into properties from overflowing drains when the water table is high and the soakaway system is not effective. Education Downton Parish Council objects to this application on the grounds that there is currently no agreed solution with Wiltshire Council on: a) How primary school aged children from the new development can be accommodated at Downton Primary School without preventing the exclusion of other potential pupils from the more established parts of Downton. b) How pre-school aged children from the new development can be given access to a Pre-School in the village. Downton Primary School Downton Primary School is rated as “Outstanding” by Ofsted. It is a popular choice for parents in the village and will, no doubt, be one of the key attractions for potential purchasers of new homes on the Charles Church development. From the outset and initial discussions with Charles Church, Downton Parish Council and the Governors and Management of the primary school have shared the common aim of continuing to enable all children of primary school age in the parish to have the option of attending the school. The new development will inevitably increase the demand for places at the school. However, as the school is already very nearly at capacity many of the children from the village will be denied access. Furthermore, as priority for any unallocated places at the school is based on the distance of the home from the school, it is the children from the Charles Church development, which is relatively close to the school, who would be given priority over students from the more established parts of the village that geographically lie further away 6 and who, with their families, have lived significantly longer in the village than those from the new development. This latter issue will have a significant impact, every year, on the children who are due to enter the reception class. The Parish Council regards the above situation, and the very real risk of a breakdown of social cohesion across the village caused directly by the building of the Charles Church development, to be completely unacceptable. Downton Community Pre-School The Downton Community Pre-School is currently located in the Downton Band Hall in Gravel Close. This location is not working for the pre-school or for the Downton Brass Band. Moreover, there is no room to take the additional pre-school children that will inevitably come from the new Charles Church homes: a) There is not enough space inside the hall b) There is not enough recreational space outside the hall c) There are not enough toilets When one factors in the time that is wasted on set up and clear away every day (to enable the band to use the hall in the evenings) and the other compromises that are having to be made by both the band and the pre-school it is clear that the Pre-School needs to be relocated. The Parish Council has been working hard with Downton Primary School, Downton Community Pre-School, Wiltshire Council's Education Department and Charles Church over the last 18 months to ensure that, if planning permission were to be granted to the Charles Church development, a workable solution could be implemented that would address the needs of both the pre-school and primary school aged children of the enlarged village. A potential solution for both the Primary School and the Pre-School, that would also provide the village with a beneficial community facility, was agreed in principle between the various parties last year. This solution was subsequently displayed at a well-attended Public Consultation, held in July 2013, at which almost 90% of respondents agreed or mostly agreed with the proposals (a copy of the presentation and the survey results is enclosed). However, there are some important and essential details which need to be finalised and which require the urgent and active support of Wiltshire Council and Charles Church. The Parish Council is therefore objecting to the application, on educational grounds, until such time as a solution is firmly agreed. 7 4. Access & Movement in relation to the A338 Downton Parish Council objects to this application on the grounds that the design of the junction onto the A338 will result in accidents and further congestion on the A338. Exit from the Charles Church Site The Parish Council welcomes the fact that, in the revised plans, there will be no regular vehicular access via Wick Lane and hence no additional traffic to and from the Wick Lane junction with the A338. However, the plethora of exits onto the A338 to the south of the site will make it extremely difficult, if not impossible, for residents to turn right out of the site at peak times of the day and evening. Driver impatience will inevitably lead to accidents as well as further congestion, in both directions, on the A338. Many residents, based on their own everyday experience of driver behaviour on this congested road, strongly expressed this point to Charles Church at the consultations along with their demand that there should be a ‘left turn only’ exit from the site and that traffic needing to exit right should be compelled to make the short journey to the roundabout to the north. It is understood, from section 1.9 of the Transport Assessment, that Wiltshire Council's highway engineer rejected this request with the argument that “it seems unnecessary and unsustainable to require the additional journey length” and that “it would also be difficult to enforce and there is no requirement for the development to be so restrictive in its access arrangements”. Downton Parish Council wishes to challenge these arguments as it considers it imperative that, if there is to be an exit onto the A338 at this point, it has a ‘left turn only’ restriction: • the additional journey length to the roundabout and back is minimal – only 350m; • there are precedents for this approach elsewhere in Wiltshire e.g. the junction of Wilton Road and Netherhampton Road, where vehicles exiting from Netherhampton Road wishing to turn right are compelled to make the journey to the Wilton roundabout – a round trip of about 1200m; • consideration of safety issues must override sustainability concerns; through good design of the layout it should be entirely possible to enforce the left turn – as has been done elsewhere in Wiltshire and at the Wilton Road / Netherhampton Road junction in particular; 8 • as suggested by Site Layout Plan SL02, there is room for a 'central lane' (hatched on the plan) on the A338 that could be made an island, or at least a barrier, to ensure that right turns could not be made from the site. To facilitate the creation of a well-designed junction for the Charles Church site the Parish Council suggests that consideration might be given to either • closing off the Batten Road junction, on the opposite side of the road to the Charles Church site, or • restricting the traffic to only a left turn into or out of this end of Batten Road. (Ever since the creation of the roundabout for vehicles to gain access to the industrial estate this end of Batten Road has assumed a much lesser importance in the traffic flows into and out of the site.) Puffin Crossing The Parish Council considers it imperative that the Puffin Crossing beside the Post Office in the Headlands is constructed before any houses are completed. However, the heavy volume of traffic through Downton already makes it very difficult for vehicles to exit from Wick Lane and Long Close onto the A338 and the Puffin Crossing will make this problem even worse. The Parish Council therefore requests a yellow box junction between Wick Lane and Long Close in order to keep stationary traffic out of this space and thereby enable traffic to exit from these roads. A338 Traffic Congestion The Parish Council has serious concerns regarding the high volumes of traffic on the A338 and the high proportion of A338 traffic which turns into/out of The Borough (B3080), as evidenced by Charles Church’s Transport Assessment Appendix B. At peak times, the traffic light junction of the Headlands with The Borough is overloaded, as confirmed at section 8.12 of the Transport Assessment. At peak times in late afternoon it is frequently the case that traffic is queued for over 2 miles from the traffic lights to Charlton All Saints and beyond towards Salisbury. The Parish Council is therefore concerned that the proposed Charles Church development will only add to the congestion inside the 30 mph zone. The addition of a Puffin Crossing to the A338, which the Parish 9 Council considers to be an essential element of the Charles Church proposals, may further contribute to the congestion. The Parish Council wishes to propose a potential solution to alleviate the traffic flow issue and to reduce the traffic queuing from the north. This is to for Wiltshire Council, with financial support from Charles Church, to widen the A338 at the traffic lights on the junction of The Headlands and The Borough so that a filter lane can be constructed for traffic from the north to turn left into The Borough. 5. Open Space & Landscape Downton Parish Council has no objection to there being open space provision comprised of one LEAP and one LAP. It requests that the shortfall in provision compared to policy be accommodated by an agreed commuted sum. It also requests that the open space land is transferred to the ownership of the Parish Council once construction has been completed along with an agreed commuted sum for maintenance. 6. Consultants' Reports As set out in the Planning Noise Assessment, noise from the 3663 Depot and the A338 is an issue and needs to be mitigated. However, the remedy proposed is contradicted by the statements made in the Sustainability Assessment: • Planning Noise Assessment p.27 7.3.1 “Due to the need to ensure suitable sound insulation for habitable rooms exposed to noise from road traffic and the 3663 Depot activities, windows will need to remain closed even when the desired ventilation rates are relatively high. Discussions have therefore been had with the client and the current proposal is to install a system 3 compliant mechanical ventilation system in all properties need to provide a minimum degree of façade insulation.” • Sustainability Assessment p.6 3.3 “The Applicant is not proposing to install any mechanical cooling … Openable windows will be a necessary fixture in all dwellings to encourage natural ventilation. These will help facilitate cross- ventilation, convective-ventilation and night purging.” 10 Downton Parish Council asks for clarification on this point in particular and, more generally, on which of the many other recommendations and proposals in the various consultant's reports (Planning Noise Assessment, Sustainability Assessment, Flood Risk Assessment, Landscape & Visual Assessment Reports, Transport Assessment, Travel Plan) have been adopted by Charles Church and therefore form part of its proposals for this planning application and which have been rejected and so do not form part of its proposals. 7. Emergency Exit in Wick Lane Downton Parish Council asks for clarification on whether the size of the Emergency Entrance and Exit to the site in Wick Lane is sufficient to allow for the turning and access of emergency vehicles, particularly in view of the current and potential parking of cars along Wick Lane beside the entrance. 8. Construction Traffic Downton Parish Council requests that the following conditions be placed on any approval notice: 9. • further to the Traffic Order concerning the local 7.5 ton zone, as the Charles Church site is located outside of this zone, construction traffic is not permitted to use The Borough, other than for access within the 7.5 ton zone; • all deliveries to the site are made by A roads only and not via the B3080 through the village (or through the New Forest) or via Wick Lane; • construction traffic is not permitted to use Wick Lane; on site provision is made for the parking of all vehicles, plant and materials associated with the construction. Design & Access Statement The map on p.6 of the Design & Access Statement indicates that, in addition to the shop and petrol station next to the Charles Church site there is, immediately on the opposite side of the road, a convenience shop. The Wilton Wholefoods warehouse, which occupies this position on the map, has 11 a shop to sell its products but is not really a ‘convenience shop’ as would be interpreted by the majority of people. 10. Conclusion The most recent version of Wiltshire Council’s emerging South Wiltshire Core Strategy changed the housing target for Downton from “at least 190” to (just) “190” houses. Downton Parish Council fully supports this change as it regards it as essential that this maximum limit be imposed. The serious deficiencies in the infrastructure in the village, as highlighted in this response, along with the other significant issues identified by residents at the various consultations, such as the traffic and parking problems in The Borough and the additional pressures placed on the GP Surgery in the village, which already experiences high demand for appointments, underpins its position on this point. Although Downton Parish Council welcomes development in the context of Wiltshire Council’s emerging South Wiltshire Core Strategy it is unable to support the current Charles Church planning application whilst the fundamental issues of essential infrastructure improvements and beneficial community facilities remain outstanding. 6th August 2014 12
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