Overstone Primary School Sywell Road, Overstone, NN6 0AG

Planning Support Statement

November 2015

Planning Statement - Introduction

The purpose of this statement is to outline the local and national planning policy context for the planning application site. The site is located on Sywell Road, Overstone and lies within the administrative area of Daventry District Council.

The key documents reviewed for this project include: ·

West Northamptonshire Joint Core Strategy Local Plan (Part 1), adopted December 2014

National Planning Policy Framework, March 2012

Reference/guidance has also been drawn from the following documents to inform the design proposals (although not specifically referenced within this supporting statement): ·

Northamptonshire strategic plan for schools 2010 – 2021 Building Bulletin 87: Guidelines for Environmental Design in Schools Building Bulletin 93: Acoustic Design of Schools Building Bulletin 99: Briefing Framework for Primary School Projects Building Bulletin 100: Design for fire safety in schools Building Bulletin 101: Ventilation of School buildings Building Bulletin 103: Area guidelines for mainstream schools The Building Regulations Approved Documents (latest editions) BS 8300: Design of buildings and their approaches to meet the needs of disabled people – Code of practice. BS 9999: 2008 Code of practice for fire safety in the design, management and use of buildings.

We have reviewed the above documents and highlighted the relevant policies/sections (using their references) which have informed the design basis for this project and added an explanation and commentary advising the specific reference to this project.

We have included a ‘Statement of Planning Need’ prepared by Northamptonshire County Council’s Strategic Planning department, within the Children, Families and Education Directorate to underpin the justification for the proposed school development. This is provided at the beginning of this Planning Support document, to explain the reasons and educational criteria which have generated the inception and scoping requirements for the project.

Statement of Need (prepared by Northamptonshire County Council)

Introduction This planning application is for a proposed expansion at Overstone Primary School to increase capacity by 105 primary places. This will allow the school to increase its admission number from 15 children per year group to 30, and to operate as a full form of entry. Following a Cabinet Member decision on 18th August 2015, a statutory notice of expansion for Overstone Primary School was published on 3rd September 2015, to expand the capacity of the school from 105 to 210 places. Cabinet granted full approval on 10 November 2015.

Demand for pupil places The need for expansion is related to the increase in demand for primary school places across the county due to a rising birth rate, in migration and new housing. The Council has a statutory duty to provide school places for children who reside within the county and have added 22 forms of entry into primary capacity serving Northampton and the immediate area since 2010; this equates to 4620 new primary places in the town. Despite the extra capacity, considerable pressure remains on school places and this is only expected to increase as new housing is completed. Overstone Primary admits children from Reception to Year 6 (4 to 11 years of age) and has an admission number (PAN) of 15. Demand for school places is high and the school is full in every year group. New housing approved in the vicinity includes over 600 new houses in Moulton and 2000 houses at the Sustainable Urban Extension (SUE) at Overstone Leys. Although a new school will be part of the SUE infrastructure, additional capacity will be required for the first phase of housing before this is built. Other local schools include Moulton, Boughton and Sywell; these are also at or over capacity in every year group, except Sywell which has four places in Year 5.

Accommodation The original building dates back to 1877 with extensions added since to provide additional teaching space and a school hall. Due to the age of the building, many rooms are undersized and require reconfiguration for modern teaching. The school struggle for withdrawal spaces and use a mobile classroom for breakout teaching. The capacity of the building needs to increase to ensure it can accommodate the extra pupils and provide curriculum facilities for a primary school that will eventually have 210 pupils on roll. The plans include: New teaching block with 4 classrooms and associated space; Internal reorganisation to improve classroom sizes and teaching spaces; Additional hard play area; Removal of existing mobile; Increased staff parking.

Rationale There is no surplus capacity available in Overstone Primary and the surrounding village schools. Families moving into the area are unable to secure a local school place for their children; this is especially difficult if they have more than one child and siblings may be separated at different schools. Plans are in progress to add an additional 210 primary school places at Moulton Primary and 35 at Brixworth CEVC Primary. These places are needed, in addition to those at Overstone, as the admissions position remains extremely tight. The new primary school on the Overstone Leys SUE will not become available prior to housing being completed, therefore additional capacity is required in existing schools to ensure the county council continues to fulfil its statutory obligation of providing sufficiency of school places within the area. The head teacher and governors have been proactive in considering the future of the school and have, for several years, aspired to expand. The school is popular and has an Ofsted rating of Good. Doubling the capacity will provide greater financial security for the school, improved facilities and allow discreet rather than mixed age teaching.

Proposal Overstone is within the administrative area of Daventry District Council, and is subject to the West Northamptonshire Joint Core Strategy Plan. As such this is a key document in planning terms for the proposed development.

Planning Justification:

Section 38(6) of the 2004 Act requires that planning applications be determined in accordance with the development plan unless material considerations indicate otherwise. Therefore, the enclosed proposal should be judged against those relevant policies from the Daventry District Local Plan (1997), the West Northamptonshire Joint Core Strategy Local Plan (Part 1) as well as the content of the National Planning Policy Framework NPPF (2012) where applicable.

The Daventry District Local Plan Map confirms that there are no designations relating to the element of the site where the proposed extension is to be located.

The school site does not sit within a conservation area.

West Northamptonshire Joint Core Strategy Plan

Policy SA – Presumption in favour of sustainable development. The proposals accord with this policy to make Overstone more sustainable in terms of its education provision by providing facilities for a one form entry in line with the County Council’s Strategic Plan for Schools 2010-2021 to meet both changing educational needs and expanded capacity for intake to suit the expanding needs of the village. The improved facilities for both the school and for use within the wider community will serve to improve the economic, social and environmental conditions in the area.

The proposal to expand Overstone Primary School will support the local workforce by providing further employment opportunities which will in turn benefit the local economy.

Policy S7 Provision of Jobs The expanded school will provide a total of approximately 16 full-time and 5 part-time jobs, both securing the existing jobs for those already employed and allowing the opportunity for further employment – new teachers, teaching assistants, mid-day supervisors, etc.

Policy S10 Sustainable Development Principles The proposed extension fulfils these objectives by delivering a high quality design solution for the proposed extension.

Due to the constraints of the site the new extension is two-storey to minimise the footprint and it is positioned to the east of the existing building. The extension will abut the Hall and will be connected to the existing building with a single storey link corridor. The location minimises the impact on the existing playground area and provides reasonable space separation between the new block and the neighbouring dwelling.

The construction will provide an envelope which will exceed the minimum statutory requirements for thermal insulation and will utilise energy efficient heating, lighting, ventilation and control systems. Each classroom will have natural ventilation although the ground floor will be supplemented with mechanical ventilation to provide appropriate levels of natural ventilation and temperature throughout the year.

Heating and hot water for the new block will be provided by wall hung gas boilers located within the first floor cleaner’s store.

The building will incorporate water saving measures such as dual flush toilets and non-concussive taps.

Storm drainage will be connected to a series of trench soakaways located within the permeable Northampton Sands formation.

During the construction stage the existing car park will be largely given over to contractor compound / site access. The playground will be separated from the construction site area. It is proposed to complete the MUGA before the new extensions are commenced in order to provide a safe external hard play area for the pupils. The contract will include restrictions which will prohibit site deliveries / removals during the periods around the start and close of the school day.

Policy C1 Changing Behaviour & Policy C2 New Developments As noted in the School’s Travel Plan the School is actively trying to encourage parents and pupils to commute to school via walking, cycling and public transport. In addition traffic observations have taken place around the school at peak times to review current and future traffic flows and management within the vicinity of the school as documented in the Transport Statement. Please refer to the specialist report prepared by JPP Consulting for further details and information.

Policy BN2 – Biodiversity A Preliminary Ecological assessment has been carried out of the school site and the playing field. The enlarged car park will have no impact on biodiversity nor on boundary hedgerows which are species- poor. The new gated opening onto the Playing Field will locally affect a small section of species-poor defunct hedgerow. The proposed location for the MUGA will necessitate the removal of two mature scattered silver birch trees and a group of three semi-mature silver birch trees to the west; replacement with new stock is to be agreed. The MUGA has been positioned so that the football pitch, which is used solely by the school, can remain in its current location. The MUGA is also located adjacent to the Early Years outdoor area - which is too small for 30 pupils - and will be used for the EYFS outdoor curriculum as well as for playtimes and sport.

Policy BN7A – Water supply, Quality and Wastewater Infrastructure. Adequate and appropriate water and drainage will be provided for the new extension.

As noted above storm water from the new building, the extended car park area and the MUGA will be discharged into a series of trench soakaways.

Policy BN7 – Flood Risk The site is some distance from the nearest water course and the flood risk map on the Environment Agency’s interactive website shows that there is no risk of flooding.

Policies N3 - Northampton North SUE The SUE is located close to Overstone on land between Cowpasture Spinney, Overstone Park and the A43. The SUE will be self contained with a primary school and other local facilities. The developers have no responsibility to provide additional land or places for children in existing housing.

As noted in the Statement of Need despite extra capacity being provided in schools throughout Northampton, considerable pressure remains on school places, especially in the Overstone, Moulton, Boughton and Sywell, and this is expected to increase with the new housing developments in the area.

National Planning Policy Framework, March 2012.

The NPPF sets out those roles which the planning system is required to perform in order to ensure the delivery of sustainable development. The application will enable the improvement and continued supply of the education offer in Northamptonshire and will ensure that the school is able to offer an attractive local option to parents who are considering the educational needs of their children without the need to travel excessive distances. The proposal is clearly in line with the Core Planning Principles set out at Para 17 of the Framework.

The Government attaches great importance to ensuring that a sufficient choice of school places is available to meet the needs of existing communities. In addition, Para 72 of the framework encourages local planning authorities to take a pro-active, positive and collaborative approach to widening the choice of education. Para 72 also requires LPA’s to afford great weight to the need to expand, create or alter schools, the application is therefore in conformity with the Governments planning and education objectives.

The proposal will improve the education offer for Overstone itself and for the neighbouring settlements from which the Primary school draws its pupils. This is in line with the vision and objectives of the West Northamptonshire Joint Core Strategy Local Plan (Part 1). The Local Plan clearly states that an increase in population is expected and the development of Overstone Primary School will clearly support this part of the plan.

Overstone Primary School is a key piece of local infrastructure which needs to remain an attractive place for parents to send their children in their formative years. It is clear that the demand on local primary school places will increase over the next few years and the increase in primary places offered by the proposed school extension will help to meet these demands. It is therefore considered that the application, which conforms to both national and local planning policy, should be seen favourably and approved without delay in line with the presumption as set out at Para 14 of the Framework.

Pre-Application Consultations and Community Involvement

A number of bodies have been consulted in developing the design proposals.

NCC Planning Informal advice was sought by the County Council’s project manager regarding public consultation, Highways requirements and archeology in order that comments could be taken into consideration prior to the Planning Application

Public Consultation A Public Consultation was held at the School on 18th November 2015. Invitations were issued to school parents, pupils, local residents and parish councillors. Questionnaire and feedback forms were available to allow comments and possible concerns to be expressed. Representatives from Northamptonshire County Council and the School were present to respond to queries raised and provide accurate information and clarification.

No-one objected to the principle of increasing the capacity of the school with some statements showing support for the extension. All negative comments concerned traffic on Sywell Road during the short drop-off and pick-up period each school day; however it was noted that these concerns apply to the current level of traffic. The school is encouraging pupils and parents to use alternative means of transport and it is actively pursuing strategies to facilitate this.

Sport England We have consulted with Sport England on the proposed scheme, ref EM/NRC/2015/41235/P, and have received their response regarding the proposed MUGA.

The playing field includes a football pitch which is used by the school when playing against other schools (but it is not used by a club) and an adventure play area in the north east corner which is used by the village but not by the school. At present the school has use of the playing field during school hours and the community are able to use the facility at all other times, weather and ground conditions permitting. The MUGA is required by the school to provide an all-weather hard play area suitable for a number of games and sports. It is also located adjacent to the Early Years outdoor area which is currently too small for 30 pupils and will be used for the EYFS outdoor curriculum as well as for playtimes and sport.

The current hard playground area provides limited scope for sports and games and the available area will be reduced as a result of the proposed teaching block. The MUGA will be a vital resource regarding outdoor sports provision, especially for the Key Stage 2 children who will be able to have access to sports such as netball and hockey which will be otherwise limited due to the size of the playground. For younger children, activities such as riding 2 wheeled toys will be possible as part of their outdoor curriculum; their outdoor space is currently limited, even for the current 15 pupils.The MUGA will provide greater scope for games and sports within the school and increase pupil involvement in sports. The facility will not be enclosed by fencing and will be available for community use outside of school hours. The location of the proposed MUGA has been agreed by Overstone Playing Field Association. The area of the playing field is approximately 7888sq.m. and that of the proposed MUGA is approx. 715sq.m.

The MUGA will have line markings for sports and PE activities to provide an all-weather hard play area. This will ensure that sports and PE facilities are available for use by the school - and the community and outside groups - especially when the condition of the playing field is unfit for use.

Highways Authority An on-site study has been carried out and a Transport Statement has been prepared by JPP Consulting Engineers, ref R-TS-T8015PM-01-0. The document is included with the planning application.

A School Travel Plan has been prepared and will be submitted shortly for inclusion in the planning application.

Ecology A Preliminary Ecological assessment has been carried out by Middlemarch Environmental, ref RT- MME-119489-01 dated August 2015; this document has been included in the planning application.

A Bat Survey has been carried out by Lockhart Garratt ref 15-1655 3693 09 dated September 2015; this document has been included in the planning application. External lighting on the new teaching block and link corridor has been designed to respond to the recommendations of the report and will be on limited timed operation during evenings.

Overstone Primary Proposed Extension and Alterations

Design & Access Statement

November 2015 V.1

Design & Access Statement Overstone Primary School – Proposed Extensions & Alterations

1.0 Introduction

This design statement has been prepared by DarntonB3 Architecture in conjunction with their design team. It has been written in accordance with CABE’s guidance booklet “Design and Access Statements – How to Write, Read and Use Them”.

Overstone Primary School is located in Overstone, Northamptonshire, approx 5 miles north- east of Northampton.

The site is located at the western end of the village on Sywell Road and is bounded by residential properties to the east and west and Overstone Playing Field to the north. Pedestrian and vehicular access is directly off Sywell Road.

The original building dates from 1877 since when there have been modern extensions to provide additional teaching, ancillary, administration and assembly/sports hall facilities. The school currently has four classes for reception to year 6. A temporary (mobile) classroom currently provides library and group accommodation.

Overstone Primary School is currently a half-form of entry primary school with around 15 pupils per year group, 105 pupils in total. The current pupil intake is mainly from the Village itself, and from other areas to the north east of Northampton. There is already pressure on places in Northampton and the surrounding area, however pupil numbers for Overstone are forecast to increase and there is also a long-term need for places in the area due to new housing developments and the rising birth rates.

Northamptonshire County Council and the School are seeking to double the capacity of Overstone to one form entry per year group, 210 pupils in total. This Design & Access Statement outlines the proposals to provide the four classrooms and curriculum space that would be required.

Constraints and Opportunities

The position of the existing school building and the layout of site results considerable constraints and limited opportunities for development.

An initial sketch study identified the site constraints, together with a brief site analysis, and included an appraisal of 6 options for the provision of new teaching accommodation, Multi-Use Games Area (MUGA) and enlarged car park.

The siting of the proposed new teaching accommodation was restricted to either i) the frontage of the school as an extension or a completely detached block, or ii) to the east side of the school in the location currently occupied by a temporary mobile classroom.

The option with the teaching block as an extension adjacent to the existing Hall was selected as the preferred proposal by the School and Strategic Planning (Education), Northamptonshire County Council. That option has been developed through a number of design stages.

The new accommodation is set back from Sywell Road and comprises a two-storey classroom block consisting of 4No. classrooms of approximately 56sq.m each, storage, toilet facilities, a group areas, circulation and associated plant. The new block will be accessed via a new corridor from the existing main reception.

Externally the pedestrian and vehicle entrances will remain the same. The existing car park however will be extended towards Sywell Road.

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

The existing playground will be partly taken up by the new classroom block. To partly compensate for this and to provide a much needed all-weather games facility a new 18.8m x 38m MUGA will be located in the south west corner of the adjacent Overstone Playing Field. This will be primarily used by the school as a MUGA and general playground and will be available for public use at all other times. The location of the MUGA has been agreed with Overstone Playing Field Association and allows the existing football pitch to remain.

The existing temporary classroom will need to be removed prior to works commencing on the new classroom block. This currently houses the library and provides space for group working and peripatetic activities. The library will be permanently housed within the existing school when the new block is completed.

Figure 1 - Site Location

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

Figure 2 - Proposed Site Plan

2.0 Facilities

The extension includes the following: 4 classrooms. Group areas. Storage space. Plant Room. Pupil and staff toilets including disabled access toilet at ground level. Link corridor. Alterations in the existing school include: Link corridor. Extension to Classroom 04 Extension to Classroom 03 (Reception Class) Enlarged Staff Room Replacement of window with combined door and window in Classroom 05 (Library) External works and landscape include:

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

Additional car parking provision to provide 15 spaces. Additional fencing and gate to improve security of the playground. MUGA, 715m2 accessible all-weather outdoor play and games space. Formation of new access gate to playing field and footpaths to MUGA. Small retention structure and localised ground modelling to car park and access roadway

Figure 3 - Proposed Ground Floor and first Floor Layouts

3.0 Amount

The proposals include a gross additional floor area of 484m2 at ground floor level and 379m2 at first floor level.

The internal gross floor area of the main elements is as follows:

Ground Floor 195m2 First Floor 179m2 Link Corridor 27m2 Class 03 and 04 extensions 25m2

The MUGA provides a usable area of approximately 715m2. The additional car parking has an area of approximately 256m2.

Individual teaching, curriculum, activity and ancillary spaces in the new teaching block are sized in accordance with guidance in BB103.

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

4.0 Layout

4.1 Extensions

In developing the design the aim has been to

Minimise encroachment into the existing playground area Minimise the likelihood of privacy issues for the adjoining property. Simple form for ease of construction as a framed structure Replication of plans at ground and first floor levels

Due to the limitations of the site (refer 1.0) the new teaching block is two storey and the design aims to minimise the mass of the building.

4.2 New Teaching Block

The staff and pupils accommodated in the new Teaching Block will require access to the existing school facilities, in particular access to the Hall for lunch and curriculum activities. An enclosed link corridor is proposed along the outside of the Hall as this will provide a secure route. The link corridor will be largely glazed and have a flat roof with rooflights. The corridor will include emergency exit doors to provide a means of escape from the Hall and the new block and will also provide direct access to the existing playground area. The roof lights are coincidental with the existing window openings in the hall in order to provide some borrowed natural light in the Hall.

The new ground floor circulation space has an external exit/entrance door to provide a direct means of escape from the ground floor accommodation and als o provides access leading to the MUGA.

The new ground floor circulation space leads to an external exit/entrance door and to a separate enclosed staircase appropriate for ambulant disabled use.

Floor to floor height is 3.6m. The staircase and first floor landing are separated from the teaching accommodation with fire rated doors at both levels. An emergency exit door at ground floor level provides direct escape to the outside. Space for wheelchair waiting and refuge is provided. Glazing in the north elevation will allow natural light to enter the staircase and landing areas and a small window in the east elevation at first floor level will provide some daylight at the lift waiting / refuge area.

The new Teaching Block plans are largely identical at both levels with accommodation located on each side of the internal circulation space.

The Classrooms and open Group Areas are located north and south of the central circulation with main windows in those elevations to take cognisance of the potential privacy issue for the adjacent dwelling. The windows will have opening lights to provide natural ventilation and will provide views out of the playground and the playing field.

The small window in the east elevation of classrooms 46 and 59 will aid cross-ventilation and they are restricted in size and level to limit views out. The glazing to the first floor circulation space overlooks the car park and may be obscure glass to avoid overlooking the adjacent dwelling.

The toilets are directly accessible from the circulation space and will be artificially lit, operated via occupancy sensors.

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

Three identical unisex toilet cubicles for pupils are to be provided on each floor level. Each cubicle will have a toilet based on appropriate sanitary-ware for this age group, a hand rinse basin and a hand dryer. A disabled toilet is provided at ground level and will also be used as a staff toilet. The layout will be compliant with Approved Document M (Building Regulations). All toilet accommodation will have an extract fan system with appropriate occupancy and timer controls. The first floor classrooms will be naturally ventilated by means of roof mounted ventilators and will be supplemented by opening windows when required; opening lights will be fitted with restrictors.

The ground floor classrooms will be mechanically ventilated and incorporate heat recovery. Windows will have opening lights matching those on the first floor.

The first floor cleaners cupboard will house wall hung gas fired boilers and pumps and hot water plant to serve the new Teaching Block.

4.3 Alterations to Existing Accommodation

Reception Classroom 03 is undersized (currently 46sq.m.) and is to be increased to approx. 56sq.m.

Classroom 04 is also undersized (currently 44sq.m.) and is to be increased to approx. 56sq.m.

The existing staff room 10 is too small for the number of staff and is to be enlarged by internal alterations, combining four spaces into one.

The existing community room 07 is to be utilised as an enlarged staff room.

Classroom 05 is to become the Library and group room (currently housed in the temporary mobile classroom). An existing window opening in the west elevation is to be altered to accommodate a door to provide access to an external reading area

4.4 External works and landscaping.

MUGA The MUGA is required by the school to provide an all-weather hard play area suitable for a number of games and sports. The current hard playground area provides limited scope for sports and games and the available area will be reduced as a result of the proposed teaching block. The MUGA will provide greater scope for games and sports within the school, particularly for Key Stage 2 pupils, and increase pupil involvement in sports. The facility will not be enclosed by fencing and will be available for community use outside of school hours. The location of the proposed MUGA has been agreed by Overstone Playing Field Association. The area of the playing field is approximately 7888sq.m. and that of the proposed MUGA is approx. 715sq.m.

The MUGA is located adjacent the Early Years outdoor area and an access gate is to be provided between the two areas. For younger children activities such as riding 2 wheeled toys will be possible as part of their outdoor curriculum, the existing outdoor space is currently limited, even for 15 pupils. Footpath access to the MUGA is to be provided from both school access points. The proposals for the MUGA have been submitted to Sport England for pre-application advice.

Additional Parking

The School currently has 10 full-time staff and 5 part-time (latter includes site supervisor, midday supervisors and cleaners) which requires 12 car parking spaces based on the ratio of 1 per full time and 1 per 2 part-time staff. Currently the car park proves adequate as part-time staff choose to park

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations on the road because it is difficult to exit the car park during the school day due to the car park entry being part of the playground and therefore a security issue. The staff numbers will increase to 16 full-time and 5 part-time when the school is full to capacity following the expansion. The enlarged car park will provide increased space with parking for up to 15 cars. Parking bays are 2.4m wide x 4.8m deep with a 6.1m clear zone for manoeuvring and also allowance for perimeter margins along the east boundary (as existing) and adjacent the new Teaching block. A small retaining structure will be necessary alongside the Teaching Block. The access roadway is approx. 4.5m wide; this will be demarcated from the playground. A short flight of steps is provided at the north-west corner of the car park to provide staff with a direct means of access to the school. The car park is to be restricted to staff use and it will be locked off during school hours; this is no change from the existing arrangement.

5.0 Scale

The extension to Classroom 04 will be single storey and identical in scale to this existing modern extension to the building.

Similarly the small extension to Classroom 03 will be single storey to match the existing.

The link corridor will be single storey and have a largely glazed facade to provide a lightweight link in both scale and appearance.

The new teaching block will inevitably be different in scale to the existing school building. The new block is two storeys high and is to have a flat roof to minimise the mass of the building. The new block will be marginally higher than the Hall.

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

6.0 Materials

A lively and contemporary reflection of the existing building is achieved using a palette which provides contrasts in colour whilst providing some continuity of materials.

New Teaching block

Fair faced golden/buff brickwork at GF level with feature blue bricks to the plinth and head; Coloured render to wall surfaces at FF level, with a light beige colour generally. Trespa rain-screening cladding as feature panels to the first floor Group Area and to the recess on the east elevation, colour reddish brown. Aluminium windows, external doors and curtain walling, polyester powder coated, white window frames, mid/dark grey doors; Aluminium capping to the roof level parapet wall, polyester powder coated, mid/dark grey; Flat roof with single ply roof covering e.g. Sarnafil or Bauder, on insulation cut to falls to the roof area; Opening windows will be provided throughout (refer elevations drawing) and will be top hung with restrictors.

Link Corridor

Aluminium curtain walling and external doors, as above; Blue brick plinth; Flat roof as above. Glazed sloping rooflights.

Extension to Classroom 04

Blue brick plinth; Facing coursed stonework and golden/buff brickwork to match existing. Aluminium curtain walling and external doors, polyester powder coated, colour white; Flat roof as above, fascia to match existing.

Extension to Classroom 03

Blue brick plinth; Facing brickwork, golden/buff, to match existing. Aluminium windwow and glazed aluminium door, polyester powder coated, white. Flat roof as above, fascia to match existing.

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

7.0 Appearance

Where appropriate the elemental design and palette of materials reflect the design vocabulary of the existing school building to provide a coherence of appearance.

The Teaching Block is largely read as a golden/buff coloured brickwork ground floor storey with a light coloured rendered upper storey, punctuated with blocks of a deeper and richer coloured Trespa cladding. The south and north elevations have large individual windows at both levels to achieve adequate levels of natural light in the classrooms and group areas. Trespa panelling is introduced at first floor to the envelope of the Group area and the central circulation space as a further material and colour element within the elevations. The east elevation is punctuated by fewer and smaller windows generally for reasons of function and privacy and will therefore be more solid in appearance. The link corridor is intended to be lightweight in appearance.

The appearance and materials of the extensions to the existing classrooms 03 and 04 will match the existing.

Fig.4 – Proposed Elevations

Design & Access Statement continued Overstone Primary School – Proposed Extensions & Alterations

8.0 Access

The Disabled Discrimination Act (DDA) requires all service providers, building owners/managements and designers to accommodate the needs of people with disabilities or impairments and guarantee that services are available to them on an equal basis. The new facilities will comply with the requirements of the Equality Act 2010, Code of Practice BS 8300 and the requirements of Part M of the Building Regulations.

Circulation space The link corridor and the central corridor at both levels within the new block will be 1800mm wide.

Stairs The stairs are designed to meet ambulant disabled standards; each flight will be 1800mm high divided into 12 equal risers of 150mm, treads are 300mm. The width of the main stair is 1400mm to allow flow in both directions.

Doors Generally all doors within the new building have a clear opening of at least 875mm and are located so that there is at least 300mm clear to the leading edge.

Door furniture, closers and vision panels on new doors will be of a style and type that meets the requirements of APD Part M and the recommendations of BS 8300.

Toilets A single Unisex Accessible WC is to be provided at ground floor of the new Teaching Block. This will be designed will comply with the recommendations of BS 8300.

Finishes The surfaces throughout the facility will be suitable for wheelchair users and ambulant disabled people and junctions will be level and well defined.

Contrast in colour and tone will be achieved between floor and wall finishes and in addition doors and their frames will also contrast with the walls in which they are fitted.

Means of Escape An evacuation strategy will be put in place with responsibility allocated to certain staff for the assisted evacuation of pupils or staff with disabilities.

Personal emergency egress plans (PEEPS) will be provided for any disabled pupils, staff or visitors who use the building. These will deal with how staff will react and how assistance will be provided in the event of an emergency situation

Proposed School Extension Overstone Primary School Sywell Road Overstone Northampton

Flood Risk Assessment

Revision 0: February 2016 R-FRA-T8015PM-01-0

Northampton Office T: 01604 781811 Cedar Barn, White Lodge, F: 01604 781999 Walgrave, E: [email protected] Northampton, W: jppuk.net NN6 9PY Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Proposed School Extension Overstone Primary School Sywell Road Overstone Northampton

Flood Risk Assessment

JPP Consulting Ltd., Cedar Barn, White Lodge, Walgrave, Northampton, NN6 9PY T: 01604 781811 F: 01604 781999 E: [email protected] W: jppuk.net Report Reference R-FRA-T8015PM-01-0 Date Revision 0: February 2016 Report Originators Prepared by Katherine Jenner BSc (Hons) AMIEnvSc Graduate Engineer [email protected] Reviewed by Martin Andrews MEng (Hons) CEng MICE MCIHT Associate [email protected]

Revision Date Description Prepared Reviewed 0 2nd February 2016 Initial Report Katherine Jenner Martin Andrews

R-FRA-T8015PM-01-0 1 February 2016 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Contents 1.0 Introduction ...... 4 1.1 Instructions ...... 4 1.2 Objectives ...... 4 1.3 Reference documents ...... 5 2.0 Description and history of the site and development proposals ...... 6 2.1 Location and description of the site ...... 6 2.2 Proposed Development ...... 6 2.3 History of the site ...... 6 2.4 Geology of the site and ground investigation data ...... 6 2.5 Development proposals and flood risk vulnerability ...... 7 3.0 Flood risk ...... 8 3.1 Fluvial / Tidal flooding ...... 8 3.2 Flooding from surface water ...... 10 3.3 Flooding from groundwater ...... 11 3.4 Flooding from sewers ...... 12 3.5 Flooding from reservoirs, canals and other artificial sources ...... 12 3.6 Historic flooding ...... 12 3.7 Flood risk vulnerability and flood zone compatibility ...... 13 3.8 Access and egress ...... 13 3.9 Flood compensation ...... 13 4.0 Management of surface water ...... 14 4.1 Current conditions ...... 14 4.2 Surface water drainage outfalls ...... 14 4.3 Infiltration systems ...... 14 4.4 Watercourses / Main river ...... 14 4.5 Sewers ...... 14 5.0 Proposed drainage strategy ...... 15 5.1 Surface water drainage strategy ...... 15 5.2 Surface water design and management...... 15 5.3 Infiltration requirements ...... 16 5.4 Overland flows...... 16 5.5 Foul water drainage strategy ...... 17 6.0 Maintenance ...... 18 6.1 Surface drainage maintenance ...... 18 6.2 Foul drainage maintenance ...... 18 7.0 Conclusions and flood risk from site drainage proposals ...... 19

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Appendices Appendix A ...... A Proposed Site Layout ...... A Darnton B3 Architecture drawing no. 91418-GA-00-1-C ...... A Appendix B ...... B Proposed Ground and First Floor Plans ...... B Darnton B3 Architecture drawing no. 91418-G02-110-B ...... B Appendix C ...... C Topographical Survey ...... C Global Surveys drawing no. 15013-Topo-1 ...... C Appendix D ...... D Ground Investigation Report ...... D Soiltechnics ref. L-STM3284G-003 ...... D Appendix E ...... E Impermeable Area ...... E JPP drawing no. T8015PM-FRA02 ...... E Appendix F ...... F Drainage Strategy Options ...... F JPP drawing no. T8015PM-FRA03 ...... F Appendix G ...... G Infiltration Calculations: Permeable Paving ...... G Appendix H ...... H Infiltration Calculations: Geocellular Soakaway ...... H

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1.0 Introduction

1.1 Instructions

1.1.1 This report is a Flood Risk Assessment which has been prepared by JPP Consulting Limited on behalf of LGSS Property Services to support a planning application for the proposed extension to Overstone Primary School. The benefit of this report is limited to our instructing Client.

1.1.2 Overstone Primary School is located to the north of Sywell Road, Overstone, as shown in Figure 1.1 below. Overstone is located to the north-east of Northampton and east of the A43. The National Grid Reference for the school is E480440 N266325.

Figure 1.1 Site Location Plan 1.2 Objectives

1.2.1 The objective of this report is to advise interested parties in the development to the potential risk of flooding and management of surface water from a drainage perspective. The report both assesses flood risk and describes a strategy to drain the site in respect of surface water drainage.

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1.3 Reference documents

1.3.1 This report has been prepared with reference to the following publications:-

 Department for Communities and Local Government (March 2012), National Planning Policy Framework  Department for Communities and Local Government (March 2014),  Planning Practice Guidance ‘Flood Risk and Coastal Change’  Department for Environment, Food and Rural Affairs (March 2015), Non- statutory technical standards for sustainable drainage systems  Environment Agency (September 2013), Climate Change Allowances for Planners: Guidance to support the National Planning Policy Framework  HM Government (2010), The Building Regulations (2010), Drainage and Waste Disposal, Approved Document H, The NBS, Newcastle Upon Tyne  Wilson, Bray, Cooper (2004), Sustainable drainage systems: Hydraulic, structural and water quality advise,C609, CIRIA, London  Woods-Ballard et al (2015), The SUDS Manual, C753, CIRIA, London  CIRIA Report C624 Development and flood risk  National SUDS Working Group (2004), Interim Code of Practise for Sustainable Drainage Systems,  Institute of Hydrology (1999), Flood Estimation Handbook, Institute of Hydrology, Wallingford  BS EN 752:2008 Drain and sewer systems outside buildings. Hydraulic design and environmental considerations  BS 8533:2011 Assessing and managing flood risk in development – Code of Practice  CIRIA Report C635 Designing for exceedance in urban drainage – good practice

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2.0 Description and history of the site and development proposals

2.1 Location and description of the site

2.1.1 Overstone Primary School is located to the north of Sywell Road, Overstone, as shown in Figure 1.1 above. The school is bound by existing residential dwellings to the east and west, Sywell Road to the south and Overstone Playing Field to the north.

2.2 Proposed Development

2.2.1 An expansion of Overstone Primary School is required to meet increasing primary education demand created by new housing developments and rising birth rates. The proposal to extend the school will double pupil numbers from 105 to 210 places by increasing it from ½ form entry to 1 form entry.

2.2.2 The proposed extension to Overstone Primary School will comprise the following:

 New teaching block with 4 classrooms and associated space;  Internal reorganisation to improve existing classroom sizes and teaching spaces;  Additional hard play areas; and  Increased on-site staff parking.

2.2.3 The proposed site layout is shown in Appendix A and the proposed floor plans are enclosed in Appendix B.

2.3 History of the site

2.3.1 The site of the new teaching block currently comprises a temporary classroom, part of the tarmac playground and a small area of grass. The additional parking spaces will be located on an existing grassed area which also comprised play apparatus. The existing site layout is shown on the topographical survey enclosed in Appendix C.

2.4 Geology of the site and ground investigation data

2.4.1 Soiltechnics have completed a Ground Investigation (GI) of the site, see Appendix D. The GI identified that the underlying geology comprises of Topsoil, overlying Northampton Sand Formation (bedrock), which ultimately overlies Whitby Mudstone Formation (bedrock) at depth.

2.4.2 Infiltration testing was completed in four locations with infiltration rates ranging from 6.11 x 10-4 m/s and 5.80 x 10-5 m/s. Hence, infiltration techniques are viable for drainage of the proposed extension.

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2.5 Development proposals and flood risk vulnerability

2.5.1 With reference to Table 2 of Planning Policy Guidance to the National Planning Policy Framework, the proposed primary school extension would be classified as More Vulnerable.

2.5.2 An extract of Table2 of the PPG for Flood Risk and Coastal Change is replicated below in Table 2.1, with the proposed development type highlighted.

Flood Risk Vulnerability Classification Vulnerability Development types More Vulnerable Hospitals. Residential institutions such as residential care homes, children’s homes, social services homes, prisons and hostels. Buildings used for dwelling houses, student halls of residence, drinking establishments, night clubs and hotels. Non-residential uses for health services, nurseries and educational establishments. Landfill and sites used for waste management facilities for hazardous waste. Sites used for holiday or short-let caravans and camping, subject to a specific warning and evacuation plan. Source: Planning Practice Guidance - 2014 Table 2.1

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3.0 Flood risk

3.1 Fluvial / Tidal flooding

3.1.1 An extract of the Environment Agency’s Flood Map for Planning (Rivers and Sea) is provided below in Figure 3.1. The flood map was extracted from the Environment Agency’s web site on the 26th January 2016. The approximate boundary of the proposed extension is shown in red. The map indicates that the development site is located within Flood Zone 1 (Low Probability) and as such, the report considers the development to be in Flood Zone 1 and at a low risk of flooding from rivers or the sea.

Figure 3.1 Flood Map for Planning (Rivers and Sea) Source: Environment Agency website – 26th January 2016

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3.1.2 Table 3.1 is a copy of Table 1 from Planning Practice Guidance for ‘Flood Risk and Coastal Change’ to the National Planning Policy Framework which defines Flood Zones. The proposed development, which is located within Flood Zone 1, is assessed as having a less than 1 in 1,000 annual probability of river or sea flooding in any year.

Flood Zone Flood Zones Definition Zone 1: Land having a less than 1 in 1,000 annual probability of river or sea flooding. Low Probability Zone 2: Land having between a 1 in 100 and 1 in 1,000 annual probability of river flooding; or Medium Land having between a 1 in 200 and 1 in 1,000 annual probability of sea flooding. Probability Zone 3a Land having a 1 in 100 or greater annual probability of river flooding; or High Probability Land having a 1 in 200 or greater annual probability of sea flooding. Zone 3b This zone comprises land where water has to flow or be stored in times of flood. The Functional Local planning authorities should identify in their Strategic Flood Risk Assessments areas of functional floodplain and its boundaries accordingly, in agreement with the Environment Flood plain Agency.

Source: Planning Practice Guidance - 2014 Table 3.1

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3.2 Flooding from surface water

3.2.1 An extract from the Environment Agency’s map ‘Risk of Flooding from Surface Water’ is provided below in .The approximate boundary of the proposed extension is shown in red. The site is shown to be located in an area of very low (less than 1 in 1,000) risk of surface water flooding in a given year.

Figure 3.2 Flood Risk from Surface Water Source: Environment Agency website – 26th January 2016

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3.3 Flooding from groundwater

3.3.1 From information provided on the Environment Agency’s website, see Figure 3.4 and Figure 3.3, the site of the proposed extension does not appear to be underlain by an aquifer in the superficial deposits. However, the site does appear to be underlain by a Secondary A aquifer in the bedrock layer. We are not aware of any flooding on the site caused by ground water. We would therefore consider the probability of flooding on the site from groundwater as low.

Figure 3.4 Groundwater – Superficial Deposits Source: Environment Agency website – 26th January 2016

Figure 3.3 Groundwater – Bedrock Designation Source: Environment Agency website – 26th January 2016

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3.4 Flooding from sewers

3.4.1 We are not aware of any sewers located within the site application boundary. We do not have any records of sewer flooding within the vicinity of the proposed development.

3.4.2 We therefore do not consider the risk of flooding from sewers to be a significant risk to the proposed development.

3.5 Flooding from reservoirs, canals and other artificial sources

3.5.1 We are not aware of any canals or artificial water sources that may result in flooding of this site.

3.5.2 An extract of the Environment Agency map ‘Risk of Flooding from Reservoirs’ is provided below in Figure 3.5. It can be seen that the site of the proposed extension, shown in red, is not at a risk of flooding from reservoirs.

Figure 3.5 Risk of Flooding from Reservoirs Source: Environment Agency website – 26th January 2016 3.6 Historic flooding

3.6.1 We do not have any records showing historic flood events within the vicinity of the site.

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3.7 Flood risk vulnerability and flood zone compatibility

3.7.1 Based on the above assessment of the site being located within Flood Zone 1 and classified as a Less Vulnerable development, and with reference to Table 3.2 below (Planning Practice Guidance for ‘Flood Risk and Coastal Change’ to the National Planning Policy Framework, Table 3), the proposed development of this site would be considered "appropriate". A copy of Table 3 is presented below highlighting the above. Neither a sequential or exception test will be required.

Table 3 - Flood Risk Vulnerability and Flood Zone Compatibility Flood risk Essential Water Highly More Less Vulnerability Infrastructure compatibility Vulnerable Vulnerable Vulnerable classification Zone 1      Zone 2   Exception   Test required Zone 3a Exception  X Exception Test  Test required required Zone 3b Exception  X X X Test required  = Development is appropriate X = Development should not be permitted Source: Planning Practice Guidance - 2014 Table 3.2 3.8 Access and egress

3.8.1 Access and egress to and from the proposed extension in the event of flooding will be via the existing school access of Sywell Road, which will allow users of the development to move to higher ground.

3.9 Flood compensation

3.9.1 Flood compensation is not required as the proposed school extension is located within Flood Zone 1.

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4.0 Management of surface water

4.1 Current conditions

4.1.1 The site of the new teaching block currently comprises a temporary classroom, part of the tarmac playground and a small area of grass. The additional parking spaces will be located on an existing grassed area which also comprised play apparatus.

4.2 Surface water drainage outfalls

4.2.1 It is a requirement of the The Building Regulations (2010), Drainage and Waste Disposal, Approved Document H, to dispose of surface water collected by a development in the following list of priorities:-

1. Infiltration systems where ground condition permit 2. To watercourses 3. To sewers

Each of these is considered separately below:

4.3 Infiltration systems

4.3.1 The ground conditions of the site are described in Section 2.4 above. Infiltration is viable and will be used for the proposed extension.

4.4 Watercourses / Main river

4.4.1 Infiltration techniques are viable on the site, therefore, draining to a watercourse will not be considered further.

4.5 Sewers

4.5.1 Infiltration techniques are viable on the site, therefore, draining to sewers will not be considered further.

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5.0 Proposed drainage strategy

5.1 Surface water drainage strategy

5.1.1 Surface water from the proposed extension will be discharged via infiltration techniques, thus ensuring that the rate of surface water runoff from the site does not increase as a result of the proposed extension.

5.1.2 Dependent on the final level design and external works proposed for the car park area, a drained area equivalent to or in excess of the new impermeable area (238m2, see Appendix E) will be drained via permeable paving or a geocellular soakaway.

5.1.3 A drawing showing the proposed drainage arrangement is enclosed in Appendix F.

5.2 Surface water design and management

5.2.1 Proposals are to design the surface water drainage system to accommodate storms up to the 1 in 100 year event and allow for increase in storm intensities up to 20% (design life of the development assumed at less than 60 years). Table 5.1 below is a copy of Table 2 from the Environment Agency’s guidance ‘Climate Change Allowances for Planners’ to support the National Planning Policy Framework.

Table 2 - National precautionary sensitivity ranges for peak rainfall intensity, peak river flow, offshore wind speed and wave height Parameter 1990 to 2025 2025 to 2055 2055 to 2085 2085 to 2115 Peak rainfall intensity +5% +10% +20% +30% Peak river flow +10% +20% +20% +20% Offshore wind speed +5% +5% +10% +10%

Extreme wave height +5% +5% +10% +10% Source: Environment Agency - 2013 Table 5.1 5.2.2 Soakaways shall be designed to not flood for a 1 in 100 year rainfall event plus an allowance of 20% for climate change.

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5.3 Infiltration requirements

5.3.1 The proposed extension to the school will result in a 238m2 increase in impermeable area, as shown on the drawing enclosed in Appendix E. The final proposal for the disposal of surface water will depend on the final finishes and level design of the car park. A minimum of 238m2 of drained area equivalent to the additional drained area will either be drained via permeable paving or a geocellular soakaway. The drainage options are shown on the plan enclosed in Appendix F.

5.3.2 The soakaway design is based on the following parameters.

Permeable Paving Rainfall profile = Flood Estimation Handbook Return period = 100 year Climate change = 20% Durations = 15 to 10080 minutes Infiltration rate = 5.80 x 10-5 m/s or 0.2088 m/hr Porosity = 30% Contributing area = 410m2 Cover level = 100.000 Invert level = 99.5m Dimensions = 10.8m x 36m x 0.054m

Geocellular Soakaway Rainfall profile = Flood Estimation Handbook Return period = 100 year Climate change = 20% Durations = 15 to 10080 minutes Infiltration rate = 5.80 x 10-5 m/s or 0.2088 m/hr Porosity = 95% Contributing area = 410m2 Cover level = 100.00 Invert level = 98.00 Dimensions = 3.2m x 6.4m x 1m

5.3.3 Full calculations for the permeable paving and geocellular soakaway are enclosed in Appendix G and Appendix H respectively.

5.4 Overland flows

5.4.1 Proposals are to design the surface water drainage to accommodate the 1 in 100 year storm event, taking into account the predicted future effects of climate change (20% increase in intensity). There is a risk of this storm event being exceeded, albeit the risk is considered very low. In such an event, the proposed drainage systems will become overwhelmed and overland flows could occur. Overland flows will be directed to follow the path that overland flows currently flow and away from the proposed new building.

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5.5 Foul water drainage strategy

5.5.1 Foul water from the proposed new classroom block will connect into the existing foul water network at Overstone Primary School.

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6.0 Maintenance

6.1 Surface drainage maintenance

6.1.1 The drainage system will be designed to minimise maintenance requirements, however, a full maintenance scheme will be established for those elements not being offered for adoption. The various areas will be maintained as set out in Table 6.1 below.

Maintenance Areas – Surface Water Aspect Maintainer Drains Overstone Primary School SUDS Overstone Primary School Sewers Anglian Water

Table 6.1 6.2 Foul drainage maintenance

6.2.1 The drainage system will be designed to minimise maintenance requirements, however, a full maintenance scheme will be established for those elements not being offered for adoption. The various areas will be maintained as set out in Table 6.2 below.

Maintenance Areas – Surface Water Aspect Maintainer Drains Overstone Primary School Sewers Anglian Water

Table 6.2

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7.0 Conclusions and flood risk from site drainage proposals

7.1 Overstone Primary School is located to the north of Sywell Road, Overstone. The school is bound by existing residential dwellings to the east and west, Sywell Road to the south and Overstone Playing Field to the north.

7.2 An expansion of Overstone Primary School is required to meet increasing primary education demand created by new housing developments and rising birth rates. The proposal to extend the school will double pupil numbers from 105 to 210 places by increasing it from ½ form entry to 1 form entry.

7.3 The proposed extension to Overstone Primary School will comprise the following:

 New teaching block with 4 classrooms and associated space;  Internal reorganisation to improve existing classroom sizes and teaching spaces;  Additional hard play areas; and  Increased on-site staff parking.

7.4 The site of the new teaching block currently comprises a temporary classroom, part of the tarmac playground and a small area of grass. The additional parking spaces will be located on an existing grassed area which also comprised play apparatus.

7.5 Surface water from the proposed extension will be discharged via infiltration techniques, thus ensuring that the rate of surface water runoff from the site does not increase as a result of the proposed extension.

7.6 Foul water from the proposed new classroom block will connect into the existing foul water network at Overstone Primary School.

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Appendix A Proposed Site Layout Darnton B3 Architecture drawing no. 91418-GA-00-1-C

R-FRA-T8015PM-01-0 A February 2016 Revision 0 PROPOSED EXTENSION & ALTERATIONS TO OVERSTONE PRIMARY SCHOOL

Stage C Report

Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix B Proposed Ground and First Floor Plans Darnton B3 Architecture drawing no. 91418-G02-110-B

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Stage C Report

Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix C Topographical Survey Global Surveys drawing no. 15013-Topo-1

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Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix D Ground Investigation Report Soiltechnics ref. L-STM3284G-003

R-FRA-T8015PM-01-0 D February 2016 Revision 0 Soiltechnics Limited Registered in England 2680759 Registered office: Cedar Barn, NN6 9PY

Cedar Barn White Lodge t: 01604 781877 Walgrave f: 01604 781007 Northamptonshire e: [email protected] NN6 9PY w: www.soiltechnics.net

Ms Jackie Taylor LGSS Property Service Date: 27th January 2016 Strategic Project Delivery Team Your Ref: Northamptonshire County Council Our Ref: L-STM3284G-003 John Dryden House 8 – 10 The Lakes Northampton NN4 7DA

Dear Jackie

RE: Infiltration testing at Overstone Primary School

Introduction and brief

Further to our correspondence on 12th January 2016, and your subsequent instructions, we confirm completion of investigations at the above site and can now offer the following report.

Our brief was to test the permeability of soils onsite for infiltrations systems to be designed by JPP Consulting (Consulting Structural and Civil Engineers).

Site location, description and geology

The site is positioned on the side of a shallow sided valley carrying the Cowpasture Spinney, the channel of which is located about 255m west of the site. The site boundary encompasses Public Open Space, known as Overstone Playing Field (within the north) and the main school (within the south). School buildings are typically single storey in height and of stone construction, with the exception of a temporary classroom. There is limited soft landscaping around school building, with hardstanding principally comprising bituminous bound materials. The Playing Field is surfaced in grass.

Established vegetation in the form of trees are located along the Playing Field boundaries. Topographically the site and Playing Field are generally flat. The site is bordered to the south by Sywell Road with housing beyond, housing to the east and west and farmland to the north.

With reference to geological maps and to our ground investigation report (R-STM3284G-G01, dated October 2015) site geology consists of Topsoil, overlying Northampton Sand Formation (bedrock), which ultimately overlies Whitby Mudstone Formation (bedrock) at depth.

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L-STM3284G-003 Page 2 of 3 27th January 2016

Fieldwork

Fieldwork consisted of machine excavated trial pits in four locations, to a maximum depth of 2.16m with infiltration testing subsequently undertaken. At location TP102, an initial trial pit was excavated to determine geology (TP102a) with a shallower pit excavated close by to undertake infiltration testing (TP102b).

Locations of infiltration testing were proposed by JPP Consulting and are shown on Drawing 02 Rev 01 attached.

Ground conditions

Ground conditions encountered consisted of Topsoil/Made Ground over Northampton Sand Formation.

Topsoil extended to approximately 0.5m at positions TP101-TP103 and generally consisted of dark brown clayey silty sand. Made Ground extending to approximately 0.4m at position TP104 and consisted of bituminous bound material overlying gravel and topsoil type material.

Northampton Sand Formation was encountered at all positions to a depth in excess of 2.15m and consisted of a medium dense gravelly clayey sand overlying dense sandy gravel with many cobbles of sandstone, which became bedded with depth. We were unable to excavate deeper due to the competency of the Northampton Sands.

No groundwater was encountered in any of the exploratory positions. Trial pit records are presented in Appendix A.

Infiltration potential

Soil infiltration tests were carried out in TP101, TP102b, TP103 and TP104 at depths between 0.77 and 2.16m. Infiltration tests were carried out in accordance with Building Research Establishment Digest 365 (2007) “Soakaway design”.

Infiltration measurements

Infiltration tests at locations TP101, TP103 and TP104 were undertaken within the bedded Northampton Sand Formation deposits. Infiltration at location TP102 was undertaken within the clayey gravelly sand deposits at approximately 1m below ground level. Results of infiltration testing are attached, but are tabulated below.

Location Cycle Depth Range Infiltration Soil Type No. (m) Rate (m/s) TP101 1 1.45 – 1.9 2.79x10-4 Medium strong very thin to thinly bedded light brown light 2 1.47 – 1.9 1.99x10-4 orange SANDSTONE, thinly to thickly interlaminated with light 3 1.48 – 1.9 2.06x10-4 brown SAND. TP102b 1 0.77 – 1.05 2.08x10-4 Medium dense orange brown clayey SAND. TP103 1 1.7 – 2.15 8.88x10-5 Medium strong very thin to thinly bedded light brown light 2 1.66 – 2.15 8.49x10-5 orange SANDSTONE, thinly to thickly interlaminated with light 3 1.73 – 2.15 5.80x10-5 brown SAND. TP104 1 1.9 – 2.16 6.11x10-4 Medium strong very thin to thinly bedded light brown light 2 1.93 – 2.16 4.57x10-4 orange SANDSTONE, thinly to thickly interlaminated with light 3 1.9 – 2.16 4.88x10-4 brown SAND. Table 1

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L-STM3284G-003 Page 3 of 3 27th January 2016

Based on the information above, it is evident that Northampton Sand will exhibit some variation in permeability. On this basis, the use of trench type soakaways will increase the likelihood of locating more permeable soils along its length.

I trust that the above report provides the information you require, however, should you have any queries please do not hesitate to contact me.

Yours sincerely,

Ian Dunkley Geo-environmental engineer for Soiltechnics Limited

Reviewed by

Ross Carrington BSc (Hons), MSc, CSci, AIEMA Senior Geo-environmental Engineer, Soiltechnics Limited

CC – Martin Andrews, JPP Consulting (Consulting Structural and Civil Engineers) Encs.

Drawings Principal coverage 02 Rev 01 Plan showing existing site features and location of exploratory points

Appendices Principal coverage A Trial pit records B Infiltration records

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Key to legends, columns & water observations Trial pit records

Key to legends

Composite materials, soils and lithology

Topsoil Made Ground Boulders

Chalk Clay Coal

Cobbles Cobbles & Boulders Concrete

Gravel Limestone Mudstone

Peat Sand Sand and Gravel

Sandstone Silt Silt / Clay

Siltstone Note: Composite soil types are signified by combined symbols.

Key to ‘test results’ and ’sampling’ columns

Test result Sampling

Records depth that the test was From (m) Depth carried out (i.e.: at 2.10m or between Records depth of sampling 2.10m and 2.55m) To (m) PID - Photo Ionisation Detector result D Disturbed sample (ppm equivalent Isobutylene) B Bulk disturbed sample PP – Pocket penetrometer result (kN/m2) Environmental sample HVP – Hand held shear vane result ES comprising plastic and/or 2 glass container Result (kN/m ) Type

PP result converted to an equivalent W Water sample undrained shear strength by applying a factor of 50. Where at least 3 results Undisturbed sample in obtained at same depth then an CBR mould (California Bearing average value may be reported. Ratio)

Water observations

Described at foot of log and shown in the ‘water strike’ column.

= water level observed after specified delay in excavation

= water strike

   Proposed development at Overstone Primary School

TEST RESULTS SAMPLING DEPTH WATER DESCRIPTION LEGEND TYPE/ FROM (m) STRIKE RESULT TO (m) TYPE DEPTH (m) (m) Grass onto dark brown slightly clayey silty SAND. TOPSOIL

0.45 Medium dense to dense orange brown slightly clayey sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION 0.60 Dense sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION

1.20 Medium strong very thin to thinly bedded light brown light orange SANDSTONE thinly to thickly interlaminated with light brown SAND. NORTHAMPTON SAND FORMATION

TRIAL PIT TERMINATED AT 1.90m 1.90

Notes: Trial pit sides remained upright and stable upon compleon. Inltraon tesng performed.

Ground level (mAOD) Co-ordinates Title Surface breaking 480397, 266338 Trial pit record No

Groundwater observaons Dimensions (W x L) Date of excavaon (range if applicable) Appendix No groundwater encountered. 0.60m x 2.00m 15/01/2015 -

Method of excavaon Locaon plan on drawing number JCB 3CX 02rev01 TP101

Report ref: L-STM3284G-003 Revision: 0 Proposed development at Overstone Primary School

TEST RESULTS SAMPLING DEPTH WATER DESCRIPTION LEGEND TYPE/ FROM (m) STRIKE RESULT TO (m) TYPE DEPTH (m) (m) Grass onto dark brown slightly clayey silty SAND. TOPSOIL

0.35 Medium dense orange brown clayey SAND. NORTHAMPTON SAND FORMATION

1.20 Dense orange brown slightly clayey sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION

TRIAL PIT TERMINATED AT 1.50m 1.50

Notes: Trial pit sides remained upright and stable upon compleon.

Ground level (mAOD) Co-ordinates Title Surface breaking 480415, 266344 Trial pit record No

Groundwater observaons Dimensions (W x L) Date of excavaon (range if applicable) Appendix No groundwater encountered. 0.60m x 1.50m 15/01/2015 -

Method of excavaon Locaon plan on drawing number JCB 3CX 02rev01 TP102a

Report ref: L-STM3284G-003 Revision: 0 Proposed development at Overstone Primary School

TEST RESULTS SAMPLING DEPTH WATER DESCRIPTION LEGEND TYPE/ FROM (m) STRIKE RESULT TO (m) TYPE DEPTH (m) (m) Grass onto dark brown slightly clayey silty SAND. TOPSOIL

0.35 Medium dense orange brown clayey SAND. NORTHAMPTON SAND FORMATION

TRIAL PIT TERMINATED AT 1.05m 1.05

Notes: Trial pit sides remained upright and stable upon compleon. Inltraon tesng performed.

Ground level (mAOD) Co-ordinates Title Surface breaking 480418, 266349 Trial pit record No

Groundwater observaons Dimensions (W x L) Date of excavaon (range if applicable) Appendix No groundwater encountered. 0.60m x 1.50m 15/01/2015 -

Method of excavaon Locaon plan on drawing number JCB 3CX 02rev01 TP102b

Report ref: L-STM3284G-003 Revision: 0 Proposed development at Overstone Primary School

TEST RESULTS SAMPLING DEPTH WATER DESCRIPTION LEGEND TYPE/ FROM (m) STRIKE RESULT TO (m) TYPE DEPTH (m) (m) Grass onto dark brown slightly clayey silty SAND. TOPSOIL

0.50 Medium dense to dense orange brown slightly clayey sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION

0.90 Dense sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION

1.20 Medium strong very thin to thinly bedded light brown light orange SANDSTONE thinly to thickly interlaminated with light brown SAND. NORTHAMPTON SAND FORMATION

TRIAL PIT TERMINATED AT 2.15m 2.15

Notes: Trial pit sides remained upright and stable upon compleon. Inltraon tesng performed.

Ground level (mAOD) Co-ordinates Title Surface breaking 480460, 266329 Trial pit record No

Groundwater observaons Dimensions (W x L) Date of excavaon (range if applicable) Appendix No groundwater encountered. 0.60m x 2.40m 15/01/2015 -

Method of excavaon Locaon plan on drawing number JCB 3CX 02rev01 TP103

Report ref: L-STM3284G-003 Revision: 0 Proposed development at Overstone Primary School

TEST RESULTS SAMPLING DEPTH WATER DESCRIPTION LEGEND TYPE/ FROM (m) STRIKE RESULT TO (m) TYPE DEPTH (m) (m) Black BITUMINOUS BOUND MATERIAL. MADE GROUND 0.10 Medium dense orange brown sandy GRAVEL with occasional cobbles of brick. 0.20 Gravel consists of sandstone. MADE GROUND Loose dark brown slightly clayey silty SAND with occasional roots up to 20mm 0.40 in size. NORTHAMPTON SAND FORMATION Medium dense orange brown clayey SAND with occasional rootlets. NORTHAMPTON SAND FORMATION

0.90 Dense sandy GRAVEL with many angular cobbles of sandstone. Gravel consists of sandstone. NORTHAMPTON SAND FORMATION

1.20 Medium strong very thin to thinly bedded light brown light orange SANDSTONE thinly to thickly interlaminated with light brown SAND. NORTHAMPTON SAND FORMATION

TRIAL PIT TERMINATED AT 2.16m 2.16

Notes: Trial pit sides remained upright and stable upon compleon. Inltraon tesng performed.

Ground level (mAOD) Co-ordinates Title Surface breaking 480455, 266350 Trial pit record No

Groundwater observaons Dimensions (W x L) Date of excavaon (range if applicable) Appendix No groundwater encountered. 0.60m x 2.00m 15/01/2015 -

Method of excavaon Locaon plan on drawing number JCB 3CX 02rev01 TP104

Report ref: L-STM3284G-003 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

1.900

dp75 1.788

1.675 Depth to water (m) water to Depth tp75 dp25 1.563

tp25

1.450 0 2 4 6 8 10 12 14 16 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.45 1 1.45 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.45 (d p75 ) and 25% (d p25 ) effective depth 3 1.45 = 0.27m³ 4 1.49 5 1.51 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.56 and including the base 7 1.58 = 2.37m² 8 1.61 9 1.63 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 10 1.68 depth 11 1.71 = 6.8 (minutes) 12 1.75 = 408 (seconds) 13 1.8 14 1.85 f = 2.79E-04 m/s 17 1.9

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 1.9 480397,266338 TP101 1 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

1.900

dp75 1.793

1.685 Depth to water (m) water to Depth tp75 dp25 1.578

tp25

1.470 0 2 4 6 8 10 12 14 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.47 1 1.51 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.55 (d p75 ) and 25% (d p25 ) effective depth 3 1.59 = 0.258m³ 4 1.62 5 1.64 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.67 and including the base 7 1.69 = 2.318m² 8 1.72 9 1.74 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 10 1.76 depth 11 1.78 = 9.3 (minutes) 12 1.79 = 558 (seconds) 13 1.8 14 1.83 f = 1.99E-04 m/s 15 1.84

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 1.9 480397,266338 TP101 2 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

1.900

dp75 1.795

1.690

Depth to water (m) water to Depth tp75

dp25 1.585

tp25

1.480 0 2 4 6 8 10 12 14 16 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.48 16 1.86 1 1.53 17 1.9 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.56 (d p75 ) and 25% (d p25 ) effective depth 3 1.59 = 0.252m³ 4 1.61 5 1.64 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.67 and including the base 7 1.69 = 2.292m² 8 1.71 9 1.74 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 10 1.76 depth 11 1.78 = 8.9 (minutes) 12 1.8 = 534 (seconds) 13 1.81 14 1.82 f = 2.06E-04 m/s 15 1.83

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 1.9 480397,266338 TP101 3 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

1.050

dp75 0.980

0.910

Depth to water (m) water to Depth tp75

dp25 0.840

tp25

0.770 0 10 20 30 40 50 60 70 80 90 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 0.77 1 0.77 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 0.77 (d p75 ) and 25% (d p25 ) effective depth 3 0.78 = 0.126m³ 4 0.79 5 0.79 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 0.8 and including the base 8 0.8 = 1.488m² 9 0.81 11 0.815 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 18 0.84 depth 28 0.84 = 68 (minutes) 40 0.88 = 4080 (seconds) 50 0.9 62 0.91 f = 2.08E-05 m/s 93 1

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 1.5m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 1.05 480418,266349 TP102b 1 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.150

dp75 2.038

1.925 Depth to water (m) water to Depth tp75 dp25 1.813

tp25

1.700 0 5 10 15 20 25 30 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.7 17 1.98 1 1.74 18 1.99 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.76 19 2 (d p75 ) and 25% (d p25 ) effective depth 3 1.79 20 2 = 0.324m³ 4 1.82 21 2.01 5 1.83 22 2.01 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.85 23 2.02 and including the base 8 1.89 24 2.03 = 2.79m² 9 1.9 25 2.03 10 1.92 27 2.06 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 11 1.92 32 2.1 depth 12 1.95 = 21.8 (minutes) 13 1.95 = 1308 (seconds) 14 1.96 15 1.96 f = 8.88E-05 m/s 16 1.97

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2.4m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.15 480460,266329 TP103 1 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.150

dp75 2.028

1.905 Depth to water (m) water to Depth tp75 dp25 1.783

tp25

1.660 0 5 10 15 20 25 30 35 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.66 16 1.93 1 1.7 17 1.94 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.71 18 1.95 (d p75 ) and 25% (d p25 ) effective depth 3 1.74 19 1.97 = 0.3528m³ 4 1.77 20 1.97 5 1.78 21 1.98 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.81 22 1.99 and including the base 7 1.82 23 2 = 2.91m² 8 1.84 24 2 9 1.85 25 2.01 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 10 1.87 26 2.01 depth 11 1.89 27 2.01 = 23.8 (minutes) 12 1.89 28 2.02 = 1428 (seconds) 13 1.9 29 2.03 14 1.92 30 2.04 f = 8.49E-05 m/s 15 1.93 32 2.05

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2.4m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.15 480460,266329 TP103 2 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.150

dp75 2.045

1.940

Depth to water (m) water to Depth tp75

dp25 1.835

tp25

1.730 0 5 10 15 20 25 30 35 40 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.73 17 1.92 1 1.73 18 1.93 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 1.74 19 1.94 (d p75 ) and 25% (d p25 ) effective depth 3 1.76 20 1.94 = 0.3024m³ 4 1.78 21 1.95 5 1.79 26 1.98 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 1.8 33 2.01 and including the base 7 1.81 41 2.05 = 2.7m² 8 1.84 9 1.86 tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective 10 1.87 depth 12 1.88 = 32.2 (minutes) 13 1.9 = 1932 (seconds) 14 1.91 15 1.91 f = 5.80E-05 m/s 16 1.92

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2.4m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.15 480460,266329 TP103 3 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.160

dp75 2.095

2.030 Depth to water (m) water to Depth tp75 dp25 1.965

tp25

1.900 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.9 1 2 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 2.06 (d p75 ) and 25% (d p25 ) effective depth 3 2.1 = 0.156m³ 4 2.16 a p 50 = the internal surface area of the trial pit up to 50% effective depth and including the base = 1.876m²

tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective depth = 2.27 (minutes) = 136.2 (seconds)

f = 6.11E-04 m/s

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.16 480455,266350 TP104 1 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.160

dp75 2.103

2.045 Depth to water (m) water to Depth tp75 dp25 1.988

tp25

1.930 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.93 0.5 1.97 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 1 1.99 (d p75 ) and 25% (d p25 ) effective depth 1.5 2.02 = 0.138m³ 2 2.04 3 2.08 a p 50 = the internal surface area of the trial pit up to 50% effective depth 4 2.11 and including the base 5 2.14 = 1.798m²

tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective depth = 2.8 (minutes) = 168 (seconds)

f = 4.57E-04 m/s

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.16 480455,266350 TP104 2 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed development at Overstone Primary School

Plot showing time against depth to water:

2.160

dp75 2.095

2.030

Depth to water (m) water to Depth tp75

dp25 1.965

tp25

1.900 0 1 2 3 4 5 6 Time (minutes) Test observations: Calculations:

V p 75 − 25 TIME DEPTH TO TIME DEPTH TO Soil infiltration rate (SIR), f = (mins) WATER (m) (mins) WATER (m) a p 50 × t p 75 − 25 0 1.9 1 2 V p 75 − 25 = effective storage volume of water in the trial pit between 75% 2 2.04 (d p75 ) and 25% (d p25 ) effective depth 3 2.08 = 0.156m³ 4 2.11 5 2.12 a p 50 = the internal surface area of the trial pit up to 50% effective depth 6 2.14 and including the base = 1.876m²

tp 75 − tp 25 = the time for the water level to fall from 75% to 25% effective depth = 2.84 (minutes) = 170.4 (seconds)

f = 4.88E-04 m/s

Groundwater observations Title No groundwater encountered. Soil infiltration test (following principles of the Building Research Establishment Digest 365 2007)

Trial pit dimensions (width x length) Ground level Location plan on drawing number 0.6m x 2m N/A 02rev01

Depth of trial pit at start of test (m) Co-ordinates Trial pit number Cycle number Date of excavation 2.16 480455,266350 TP104 3 15/01/2015

Report ref: L-STM3284G-003 January 2016 Revision: 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix E Impermeable Area JPP drawing no. T8015PM-FRA02

R-FRA-T8015PM-01-0 E February 2016 Revision 0 IC

35

Rooflight

IC Rooflight

IC

Rooflight

Drainage RE Channel

Rooflight

COVERED READING AREA 31

MH

PROPOSED GROUND FLOOR PLAN

IC

Downpipe

(new)

34

IC

NEW FENCE AND GATE WITH LOCKING PROVISION 36 LINK CORRIDOR G 1.8m clear width between walls approx. 26.9sq.m.

IC

Downpipe (existing)

G

MH

44 CLASSROOM 56sq.m. STORE 2.6sq.m. 45 7.05 x 7.95 3.6 lin.m shelving

39

210sq.m. footprint Extension excluding 38 link corridor GROUP AREA 12.00sq.m. 40 3.00 x 4.00m

41 37

Unisex Toilets 1.05 x 1.65m + 0.3 service duct 42

wheelchair 1.5m diam. turning space

49 STORE

43 Disabled Toilet UP 2.2 x 1.5m barrier matting 48

46 CLASSROOM 56sq.m. 7.05 x 7.95

47 STORE 2.6sq.m. 3.6 lin.m shelving

ROADWAY 6.1m wide

NEW 4.5m WIDE ROADWAY

Small retaining structure will be required along edge of car park

PARKING BAYS 4.8 x 2.4m

N Status Scale at A3 NOTES KEY FOR INFORMATION 1. 2. Based on Proposed Ground Floor Plans, B3 Architects Based on Topographical Survey, Global Surveys drawing number 91418-G02-110-C dated 13.10.2015 drawing number 15013-Topo-1 dated May 2015 1:250 New Impermeable Area = 238m Proposed Footpaths Proposed Car Park & Roadway Proposed Buildings Site Boundary Drawn by KEJ Project ref Checked by Project Client Title T8015PM NORTHANTS AREA CHANGE IN IMPERMEABLE SCHOOL, OVERSTONE, OVERSTONE, PRIMARY PROPOSED EXTENSION, LGSS PROPERTY SERVICES MJA 2 Drawing no. Date FRA02 08.01.2016 Revision Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix F Drainage Strategy Options JPP drawing no. T8015PM-FRA03

R-FRA-T8015PM-01-0 F February 2016 Revision 0 NEW FENCE AND GATE WITH LOCKING PROVISION

CLASSROOM 56sq.m. STORE 2.6sq.m. 45 7.05 x 7.95 3.6 lin.m shelving

39

210sq.m. footprint Extension excluding link corridor 38 GROUP AREA 12.00sq.m. 40 3.00 x 4.00m

41 37

Unisex Toilets 1.05 x 1.65m + 0.3 service duct 42

wheelchair 1.5m diam. turning space

49 STORE

43 Disabled Toilet UP 2.2 x 1.5m barrier matting 48

46 CLASSROOM 56sq.m. 7.05 x 7.95

47 STORE 2.6sq.m. 3.6 lin.m shelving

ROADWAY 6.1m wide Permeable Paving Drainage Strategy

NEW 4.5m WIDE ROADWAY

Small retaining structure will be required along edge of car park

PARKING BAYS 4.8 x 2.4m

NEW FENCE AND GATE WITH LOCKING PROVISION

CLASSROOM 56sq.m. STORE 2.6sq.m. 45 7.05 x 7.95 3.6 lin.m shelving

39

210sq.m. footprint Extension excluding link corridor 38 GROUP AREA 12.00sq.m. 40 3.00 x 4.00m

41 37

Unisex Toilets 1.05 x 1.65m + 0.3 service duct 42

wheelchair 1.5m diam. turning space

49 STORE

43 Disabled Toilet UP 2.2 x 1.5m barrier matting 48

46 CLASSROOM 56sq.m. 7.05 x 7.95 47 STORE 2.6sq.m. 3.6 lin.m shelving

ROADWAY 6.1m wide Geocellular Soakaway Drainage Strategy

NEW 4.5m WIDE ROADWAY

Small retaining structure will be required along edge of car park

PARKING BAYS 4.8 x 2.4m Status Scale at A3 NOTES KEY FOR INFORMATION 1. 2. Based on Proposed Ground Floor Plans, B3 Architects Based on Topographical Survey, Global Surveys drawing number 91418-G02-110-C dated 13.10.2015 drawing number 15013-Topo-1 dated May 2015 1:250 Dimensions - 3.2m x 6.4m 1m Depth - min depth permeable subbase 54mm Permeable Paving - Area 405m Geocellular Soakaway Site Boundary Drawn by KEJ Project ref Checked by Project Client Title T8015PM NORTHANTS OPTIONS DRAINAGE STRATEGY SCHOOL, OVERSTONE, OVERSTONE, PRIMARY PROPOSED EXTENSION, LGSS PROPERTY SERVICES MJA 2 Drawing no. Date FRA03 02.02.2016 Revision Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix G Infiltration Calculations: Permeable Paving

R-FRA-T8015PM-01-0 G February 2016 Revision 0 JPP Consulting Ltd Page 1 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:21 Designed by MartinA File Checked by XP Solutions Source Control 2015.1

Summary of Results for 100 year Return Period (+20%)

Half Drain Time : 4 minutes.

Storm Max Max Max Max Status Event Level Depth Infiltration Volume (m) (m) (l/s) (m³)

15 min Summer 99.550 0.050 22.4 5.8 O K 30 min Summer 99.544 0.044 19.7 5.1 O K 60 min Summer 99.533 0.033 15.0 3.9 O K 120 min Summer 99.523 0.023 10.3 2.7 O K 180 min Summer 99.518 0.018 8.0 2.1 O K 240 min Summer 99.515 0.015 6.7 1.7 O K 360 min Summer 99.511 0.011 5.1 1.3 O K 480 min Summer 99.509 0.009 3.9 1.1 O K 600 min Summer 99.508 0.008 3.5 0.9 O K 720 min Summer 99.507 0.007 3.0 0.8 O K 960 min Summer 99.505 0.005 2.4 0.6 O K 1440 min Summer 99.504 0.004 1.7 0.4 O K 2160 min Summer 99.503 0.003 1.2 0.3 O K 2880 min Summer 99.502 0.002 1.0 0.2 O K 4320 min Summer 99.502 0.002 0.8 0.2 O K 5760 min Summer 99.501 0.001 0.6 0.2 O K 7200 min Summer 99.501 0.001 0.6 0.1 O K 8640 min Summer 99.501 0.001 0.3 0.1 O K 10080 min Summer 99.501 0.001 0.3 0.1 O K 15 min Winter 99.554 0.054 22.6 6.3 O K

Storm Rain Flooded Time-Peak Event (mm/hr) Volume (mins) (m³)

15 min Summer 193.751 0.0 12 30 min Summer 111.527 0.0 19 60 min Summer 64.198 0.0 34 120 min Summer 36.954 0.0 66 180 min Summer 26.751 0.0 96 240 min Summer 21.271 0.0 124 360 min Summer 15.399 0.0 186 480 min Summer 12.244 0.0 246 600 min Summer 10.250 0.0 306 720 min Summer 8.864 0.0 366 960 min Summer 6.910 0.0 490 1440 min Summer 4.864 0.0 716 2160 min Summer 3.424 0.0 1068 2880 min Summer 2.669 0.0 1472 4320 min Summer 1.895 0.0 2188 5760 min Summer 1.486 0.0 2872 7200 min Summer 1.231 0.0 3680 8640 min Summer 1.055 0.0 4432 10080 min Summer 0.926 0.0 5024 15 min Winter 193.751 0.0 12

©1982-2015 XP Solutions JPP Consulting Ltd Page 2 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:21 Designed by MartinA File Checked by XP Solutions Source Control 2015.1

Summary of Results for 100 year Return Period (+20%)

Storm Max Max Max Max Status Event Level Depth Infiltration Volume (m) (m) (l/s) (m³)

30 min Winter 99.543 0.043 19.5 5.0 O K 60 min Winter 99.530 0.030 13.6 3.5 O K 120 min Winter 99.519 0.019 8.5 2.2 O K 180 min Winter 99.514 0.014 6.4 1.6 O K 240 min Winter 99.511 0.011 5.1 1.3 O K 360 min Winter 99.508 0.008 3.7 0.9 O K 480 min Winter 99.507 0.007 3.0 0.8 O K 600 min Winter 99.506 0.006 2.6 0.6 O K 720 min Winter 99.505 0.005 2.1 0.5 O K 960 min Winter 99.504 0.004 1.7 0.4 O K 1440 min Winter 99.503 0.003 1.2 0.3 O K 2160 min Winter 99.502 0.002 1.0 0.2 O K 2880 min Winter 99.502 0.002 0.8 0.2 O K 4320 min Winter 99.501 0.001 0.6 0.1 O K 5760 min Winter 99.501 0.001 0.3 0.1 O K 7200 min Winter 99.501 0.001 0.3 0.1 O K 8640 min Winter 99.501 0.001 0.3 0.1 O K 10080 min Winter 99.501 0.001 0.3 0.1 O K

Storm Rain Flooded Time-Peak Event (mm/hr) Volume (mins) (m³)

30 min Winter 111.527 0.0 20 60 min Winter 64.198 0.0 36 120 min Winter 36.954 0.0 66 180 min Winter 26.751 0.0 96 240 min Winter 21.271 0.0 124 360 min Winter 15.399 0.0 180 480 min Winter 12.244 0.0 246 600 min Winter 10.250 0.0 304 720 min Winter 8.864 0.0 360 960 min Winter 6.910 0.0 494 1440 min Winter 4.864 0.0 740 2160 min Winter 3.424 0.0 1084 2880 min Winter 2.669 0.0 1496 4320 min Winter 1.895 0.0 2456 5760 min Winter 1.486 0.0 3152 7200 min Winter 1.231 0.0 3640 8640 min Winter 1.055 0.0 4464 10080 min Winter 0.926 0.0 4488

©1982-2015 XP Solutions JPP Consulting Ltd Page 3 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:21 Designed by MartinA File Checked by XP Solutions Source Control 2015.1

Rainfall Details

Rainfall Model FEH Return Period (years) 100 Site Location 480200 266150 SP 80200 66150 C (1km) -0.028 D1 (1km) 0.332 D2 (1km) 0.263 D3 (1km) 0.284 E (1km) 0.311 F (1km) 2.549 Summer Storms Yes Winter Storms Yes Cv (Summer) 0.750 Cv (Winter) 0.840 Shortest Storm (mins) 15 Longest Storm (mins) 10080 Climate Change % +20

Time Area Diagram

Total Area (ha) 0.041

Time (mins) Area From: To: (ha)

0 4 0.041

©1982-2015 XP Solutions JPP Consulting Ltd Page 4 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:21 Designed by MartinA File Checked by XP Solutions Source Control 2015.1

Model Details

Storage is Online Cover Level (m) 100.000

Porous Car Park Structure

Infiltration Coefficient Base (m/hr) 0.20880 Width (m) 10.8 Membrane Percolation (mm/hr) 1000 Length (m) 36.0 Max Percolation (l/s) 108.0 Slope (1:X) 0.0 Safety Factor 1.0 Depression Storage (mm) 5 Porosity 0.30 Evaporation (mm/day) 3 Invert Level (m) 99.500 Cap Volume Depth (m) 0.000

©1982-2015 XP Solutions Proposed School Extension Overstone Primary School, Sywell Road, Overstone Flood Risk Assessment

Appendix H Infiltration Calculations: Geocellular Soakaway

R-FRA-T8015PM-01-0 H February 2016 Revision 0 JPP Consulting Ltd Page 1 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:33 Designed by MartinA File T8015PM-Geocellular.srcx Checked by XP Solutions Source Control 2015.1

Summary of Results for 100 year Return Period (+20%)

Half Drain Time : 87 minutes.

Storm Max Max Max Max Status Event Level Depth Infiltration Volume (m) (m) (l/s) (m³)

15 min Summer 98.793 0.793 1.8 13.5 O K 30 min Summer 98.853 0.853 1.9 14.5 O K 60 min Summer 98.859 0.859 1.9 14.6 O K 120 min Summer 98.811 0.811 1.9 13.8 O K 180 min Summer 98.759 0.759 1.8 12.9 O K 240 min Summer 98.711 0.711 1.8 12.1 O K 360 min Summer 98.627 0.627 1.7 10.7 O K 480 min Summer 98.553 0.553 1.6 9.4 O K 600 min Summer 98.487 0.487 1.5 8.3 O K 720 min Summer 98.429 0.429 1.5 7.3 O K 960 min Summer 98.316 0.316 1.4 5.4 O K 1440 min Summer 98.163 0.163 1.2 2.8 O K 2160 min Summer 98.056 0.056 1.1 1.0 O K 2880 min Summer 98.041 0.041 0.9 0.7 O K 4320 min Summer 98.029 0.029 0.6 0.5 O K 5760 min Summer 98.023 0.023 0.5 0.4 O K 7200 min Summer 98.019 0.019 0.4 0.3 O K 8640 min Summer 98.016 0.016 0.4 0.3 O K 10080 min Summer 98.014 0.014 0.3 0.2 O K 15 min Winter 98.896 0.896 2.0 15.2 O K

Storm Rain Flooded Time-Peak Event (mm/hr) Volume (mins) (m³)

15 min Summer 193.751 0.0 18 30 min Summer 111.527 0.0 32 60 min Summer 64.198 0.0 58 120 min Summer 36.954 0.0 88 180 min Summer 26.751 0.0 124 240 min Summer 21.271 0.0 158 360 min Summer 15.399 0.0 226 480 min Summer 12.244 0.0 292 600 min Summer 10.250 0.0 356 720 min Summer 8.864 0.0 420 960 min Summer 6.910 0.0 542 1440 min Summer 4.864 0.0 780 2160 min Summer 3.424 0.0 1104 2880 min Summer 2.669 0.0 1468 4320 min Summer 1.895 0.0 2192 5760 min Summer 1.486 0.0 2936 7200 min Summer 1.231 0.0 3664 8640 min Summer 1.055 0.0 4376 10080 min Summer 0.926 0.0 5072 15 min Winter 193.751 0.0 18

©1982-2015 XP Solutions JPP Consulting Ltd Page 2 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:33 Designed by MartinA File T8015PM-Geocellular.srcx Checked by XP Solutions Source Control 2015.1

Summary of Results for 100 year Return Period (+20%)

Storm Max Max Max Max Status Event Level Depth Infiltration Volume (m) (m) (l/s) (m³)

30 min Winter 98.970 0.970 2.0 16.5 O K 60 min Winter 98.991 0.991 2.1 16.9 O K 120 min Winter 98.933 0.933 2.0 15.9 O K 180 min Winter 98.865 0.865 1.9 14.7 O K 240 min Winter 98.797 0.797 1.9 13.6 O K 360 min Winter 98.673 0.673 1.7 11.4 O K 480 min Winter 98.565 0.565 1.6 9.6 O K 600 min Winter 98.472 0.472 1.5 8.0 O K 720 min Winter 98.392 0.392 1.4 6.7 O K 960 min Winter 98.245 0.245 1.3 4.2 O K 1440 min Winter 98.068 0.068 1.1 1.2 O K 2160 min Winter 98.038 0.038 0.8 0.6 O K 2880 min Winter 98.030 0.030 0.6 0.5 O K 4320 min Winter 98.021 0.021 0.5 0.4 O K 5760 min Winter 98.017 0.017 0.4 0.3 O K 7200 min Winter 98.014 0.014 0.3 0.2 O K 8640 min Winter 98.012 0.012 0.3 0.2 O K 10080 min Winter 98.010 0.010 0.2 0.2 O K

Storm Rain Flooded Time-Peak Event (mm/hr) Volume (mins) (m³)

30 min Winter 111.527 0.0 31 60 min Winter 64.198 0.0 58 120 min Winter 36.954 0.0 94 180 min Winter 26.751 0.0 132 240 min Winter 21.271 0.0 170 360 min Winter 15.399 0.0 242 480 min Winter 12.244 0.0 312 600 min Winter 10.250 0.0 380 720 min Winter 8.864 0.0 442 960 min Winter 6.910 0.0 568 1440 min Winter 4.864 0.0 778 2160 min Winter 3.424 0.0 1088 2880 min Winter 2.669 0.0 1448 4320 min Winter 1.895 0.0 2156 5760 min Winter 1.486 0.0 2856 7200 min Winter 1.231 0.0 3576 8640 min Winter 1.055 0.0 4312 10080 min Winter 0.926 0.0 5136

©1982-2015 XP Solutions JPP Consulting Ltd Page 3 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:33 Designed by MartinA File T8015PM-Geocellular.srcx Checked by XP Solutions Source Control 2015.1

Rainfall Details

Rainfall Model FEH Return Period (years) 100 Site Location 480200 266150 SP 80200 66150 C (1km) -0.028 D1 (1km) 0.332 D2 (1km) 0.263 D3 (1km) 0.284 E (1km) 0.311 F (1km) 2.549 Summer Storms Yes Winter Storms Yes Cv (Summer) 0.750 Cv (Winter) 0.840 Shortest Storm (mins) 15 Longest Storm (mins) 10080 Climate Change % +20

Time Area Diagram

Total Area (ha) 0.041

Time (mins) Area From: To: (ha)

0 4 0.041

©1982-2015 XP Solutions JPP Consulting Ltd Page 4 Cedar Barn White Lodge Walgrave Northampton NN6 9PY Date 02/02/2016 09:33 Designed by MartinA File T8015PM-Geocellular.srcx Checked by XP Solutions Source Control 2015.1

Model Details

Storage is Online Cover Level (m) 100.000

Cellular Storage Structure

Invert Level (m) 98.000 Safety Factor 1.0 Infiltration Coefficient Base (m/hr) 0.20880 Porosity 0.95 Infiltration Coefficient Side (m/hr) 0.20880

Depth (m) Area (m²) Inf. Area (m²) Depth (m) Area (m²) Inf. Area (m²)

0.000 17.9 17.9 1.100 0.0 35.5 1.000 17.9 35.5

©1982-2015 XP Solutions

Proposed School Extension Overstone Primary School Sywell Road Overstone Northamptonshire

Transport Statement

November 2015 R-TS-T8015PM-01-0

Northampton Office T: 01604 781811 Cedar Barn, White Lodge, F: 01604 781999 Walgrave, E: [email protected] Northampton, W: jppuk.net NN6 9PY Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Proposed School Extension Overstone Primary School Sywell Road Overstone Northamptonshire

Transport Statement

JPP Consulting Ltd., Cedar Barn, White Lodge, Walgrave, Northampton, NN6 9PY T: 01604 781811 F: 01604 781999 E: [email protected] W: jppuk.net Report Reference R-TS-T8015PM-01-0 Date Revision 0: November 2015 Report Originators Prepared by Katherine Jenner BSc (Hons) Graduate Engineer [email protected] Reviewed by Martin Andrews MEng (Hons) MCIHT Associate [email protected]

Revision Date Description Prepared Reviewed 0 17th Nov 2015 Initial Report Katherine Jenner Martin Andrews

R-TS-T8015PM-01-0 1 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Contents 1.0 Introduction ...... 4 1.1 Background ...... 4 1.2 Scope of Assessment ...... 4 2.0 Site Description and Development Proposals ...... 5 2.1 Site Location ...... 5 2.2 Development Description...... 5 2.3 Vehicular Access ...... 5 2.4 Pedestrian and Cycle Access ...... 5 2.5 Parking ...... 5 3.0 Existing Conditions ...... 6 3.1 Road Network ...... 6 3.2 Pedestrian Facilities ...... 6 3.3 Cycle Facilities ...... 6 3.4 Public Transport: Bus ...... 6 3.5 Public Transport: Rail...... 7 3.6 Summary ...... 8 4.0 Traffic Flow Observations ...... 9 4.1 Introduction ...... 9 4.2 Morning Observations: 08.15-09.15 ...... 9 4.3 Afternoon observations: 14.40-15.40 ...... 10 4.4 Summary ...... 11 5.0 Accessibility ...... 12 5.2 Cycling ...... 12 5.3 Public Buses ...... 12 5.4 Summary ...... 12 6.0 Vehicle Trip Impact...... 13 7.0 Conclusions ...... 14

R-TS-T8015PM-01-0 2 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendices Appendix A ...... A Proposed Site Layout ...... A Darnton B3 Architecture drawing no. 91418-GA-00-1-C ...... A Appendix B ...... B Proposed Ground and First Floor Plans ...... B Darnton B3 Architecture drawing no. 91418-G02-110-B ...... B Appendix C ...... C Walking Distances Plan ...... C JPP drawing no. T8015PM-TA01 ...... C Appendix D ...... D Cycle Routes ...... D Appendix E ...... E Cycling Distances Plan ...... E JPP drawing no. T8015PM-TA02 ...... E Appendix F ...... F Bus Maps and Timetables ...... F Appendix G ...... G TRICS Data ...... G

R-TS-T8015PM-01-0 3 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

1.0 Introduction

1.1 Background

1.1.1 This report has been prepared by JPP Consulting Limited on behalf of LGSS Property Services to support a planning application for the proposed extension to Overstone Primary School. The benefit of this report is limited to our instructing client.

1.1.2 Overstone Primary School is located to the north of Sywell Road, Overstone, as shown in Figure 1.1 below. Overstone is located to the north-east of Northampton and east of the A43. The National Grid Reference for the school is E480440 N266325.

Figure 1.1 Site Location Plan 1.2 Scope of Assessment

1.2.1 The aim of the Transport Statement is to support a planning application to extend Overstone Primary School. The proposed development layout is shown on the plan enclosed in Appendix A.

1.2.2 This report will consider the wider highway network implications of the Overstone Primary School extension, and will also focus on the sustainable credentials of the development.

R-TS-T8015PM-01-0 4 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

2.0 Site Description and Development Proposals

2.1 Site Location

2.1.1 Overstone Primary School is located to the north of Sywell Road, Overstone, as shown in Figure 1.1 above. The school is bound by existing residential dwellings to the east and west, Sywell Road to the south and Overstone Playing Field to the north.

2.2 Development Description

2.2.1 An expansion of Overstone Primary School is required to meet increasing primary education demand created by new housing developments and rising birth rates. The proposal to extend the school will double pupil numbers from 105 to 210 places by increasing it from ½ form entry to 1 form entry.

2.2.2 The proposed extension to Overstone Primary School will comprise the following:

 New teaching block with 4 classrooms and associated space;  Internal reorganisation to improve existing classroom sizes and teaching spaces;  Additional hard play areas; and  Increased on-site staff parking.

2.2.3 The proposed site layout is shown in Appendix A and the proposed floor plans are enclosed in Appendix B.

2.3 Vehicular Access

2.3.1 Vehicular access to the school will be directly off Sywell Road, as per the existing arrangement.

2.4 Pedestrian and Cycle Access

2.4.1 Pedestrian and cycle access to the school will be directly off Sywell Road, as per the existing arrangement.

2.5 Parking

2.5.1 The proposed extension will increase the number of on-site staff parking spaces from 8 to 15.

R-TS-T8015PM-01-0 5 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

3.0 Existing Conditions

3.1 Road Network

3.1.1 Overstone Primary School will continue to be accessed off Sywell Road. Sywell Road provides connections to Sywell village to the east and Moulton village and the A43 to the west. In turn, the A43 provides connections to Kettering and the A14 to the north and Northampton and the A45 to the south.

3.1.2 Sywell Road is street lit and subject to a 30mph speed limit within in the vicinity of the school.

3.1.3 There are ‘SCHOOL KEEP CLEAR’ road markings on Sywell Road outside Overstone Primary School.

3.2 Pedestrian Facilities

3.2.1 Sywell Road is bound by a footway to the north of the carriageway. The footway is separated from the carriageway by a verge.

3.2.2 Walking distances are shown on the plan enclosed in Appendix C. 3.3 Cycle Facilities

3.3.1 Local cycling facilities are shown on the map enclosed in Appendix D. Based on this map produced by Northamptonshire County Council, Sywell Road is classed as a through route with moderate traffic and usually low speeds, but with often parking and turning movements. Northamptonshire County Council state that “well trained school children should cope”.

3.3.2 Cycling distances are shown on the plan enclosed in Appendix E. 3.4 Public Transport: Bus

3.4.1 The nearest existing bus stop to the school is located on Sywell Road outside Overstone Primary School. The location of this bus stop is shown on the plan enclosed in Appendix C.

3.4.2 General bus service frequencies and routes of buses utilising the Sywell Road bus stop outside Overstone Primary School are set out in Table 3.1 below. Full timetable and bus route information is enclosed in Appendix F. The information provided in the table below and the appendices was correct at the time of publication.

R-TS-T8015PM-01-0 6 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Summary of bus services Service Route Frequency Direction Times 38 Northbound: Northampton – Mon-Fri Northbound 07.06 Stagecoach Moulton – Overstone – Sywell – Term time only Northants Holcot – Walgrave – Old – Mawsley One daily per Southbound 17.01 – Broughton – Pytchley - Kettering direction 39 Northbound: Northampton – Mon-Fri Northbound 08.08-19.18 & 21.35 Stagecoach Moulton – Overstone – Sywell – Hourly Southbound 06.56, 08.04, 08.41, 09.51-18.01 Northants Holcot – Walgrave – Old – Mawsley Saturday Northbound 08.08-19.08 & 21.35 – Broughton – Pytchley - Kettering Hourly Southbound 06.56, 08.11, 09.51-17.51 43/X43 Northbound: Northampton – Mon-Fri Northbound 15.30 & 16.35 Stagecoach Moulton – Overstone – Sywell – 5 per day Southbound 05.58, 07.41 & 09.11 Northants Holcot – Walgrave – Old – Mawsley Saturday Northbound 16.35 – Broughton – Kettering – Rothwell 4 per day Southbound 06.11, 07.41 & 09.11 – Desborough – Braybrooke – Market Harborough Information correct at 13th November 2015 Table 3.1

3.4.3 Collectively, the 38, 39 and 43/X43 bus services will provide staff and pupils (travelling with their parent / guardian) at Overstone Primary School with public bus services at suitable times for school journeys.

3.5 Public Transport: Rail

3.5.1 The nearest railway station is Northampton, located approximately 13.3km (8.2 miles) from Overstone Primary School. The railway station is located on the line between London Euston and Birmingham New Street. The station is served by regular trains between these two destinations, with stops including Milton Keynes, Rugby and Coventry.

3.5.2 The railway station can be accessed from Overstone Primary School via a multi-modal route: taking the number 39 bus service from outside the school to Northampton bus station and walking approximately 700m to the railway station.

R-TS-T8015PM-01-0 7 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

3.6 Summary

3.6.1 Overstone Primary School is located to the north of Sywell Road, Overstone. The school is bound by existing residential dwellings to the east and west, Sywell Road to the south and Overstone Playing Field to the north. Vehicular, pedestrian and cycle access to the school will continue to be directly off Sywell Road.

3.6.2 The school has good links to the existing walking and cycling infrastructure.

3.6.3 The nearest bus stop is located on Sywell Road outside the school. This bus stop is served by hourly Monday to Saturday buses to Northampton and Kettering, in addition to less frequent Monday to Saturday buses to Market Harborough. These buses will offer staff and pupils (travelling with their parent / guardian) the opportunity to travel by more sustainable forms of transport.

3.6.4 The nearest railway station is Northampton, located approximately 13.3km (8.2 miles) from Overstone Primary School. The railway station is located on the line between London Euston and Birmingham New Street. The station can be accessed from Overstone Primary School via a multi-modal route utilising local bus services.

R-TS-T8015PM-01-0 8 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

4.0 Traffic Flow Observations

4.1 Introduction

4.1.1 Observations of vehicle movements and parking were completed on Wednesday 11th November 2015 between 08.15-09.15 and 14.40-15.40. The weather was dry on the day of observation.

4.1.2 The general arrangement of Overstone Primary School and the local road network is shown in Figure 4.1 below.

Gated Staff parking vehicular for 8 cars access

Eastbound towards Sywell & Wellingborough

Westbound towards Moulton & Northampton Extents of SCHOOL KEEP CLEAR road markings

Figure 4.1 Overstone Primary School general arrangement 4.2 Morning Observations: 08.15-09.15

4.2.1 Traffic generally flowed well within the vicinity of Overstone Primary School during the morning observation period. There appeared to be more traffic travelling westbound towards Northampton than eastbound towards Sywell.

4.2.2 On arrival at 08.15, there were some cars parked on-road along the north carriageway, both to the west and east of the school. These cars comprised a mixture of local residents and parents waiting with children in their car ready for the start of school. These parked cars partially blocked the eastbound flow of traffic along Sywell Road, although space remained for two cars to pass. Short duration congestion occurred past the parked cars when westbound traffic was busy or when westbound traffic did not move over to allow oncoming traffic to pass at the same time. Congestion peaked when slow-moving wide bin lorries stopped regularly within the vicinity of the school and restricted the flow of traffic past the parked cars. This congestion lasted for a short period of time and it should be noted that bin collections only occur one morning each week.

R-TS-T8015PM-01-0 9 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

4.2.3 Until 08.40, only staff arrived at the school. During the observation period, one member of staff opened the gate and parked within the school site, others parked on the road.

4.2.4 Parents and pupils started arriving from 08.40. Those who arrived closer to 08.40 tended to park on-road and wait in the car. Those who arrived closer to the start of the school day parked and got out of the car immediately. The school bell rang at 08.50, however, late arriving pupils were dropped off up until 09.10. Parents departing the school after dropping of their child(ren) was staggered with a higher proportion of parents leaving shortly after the school bell rang at 08.50.

4.2.5 The gated vehicular school access was occasionally used as a pull-in space to drop off pupils or to turn around. This resulted in cars having to reverse back onto Sywell Road. The ‘SCHOOL KEEP CLEAR’ markings were generally kept clear during the observation period.

4.2.6 From observations, it would appear that a high number of pupils arrived at school on foot. 4.3 Afternoon observations: 14.40-15.40

4.3.1 Traffic flowed better within the vicinity of Overstone Primary School during the afternoon observation period than during the morning observation period. Overall traffic flows along Sywell Road within the vicinity of the school were a lot lighter during the afternoon observation period.

4.3.2 Similar to the morning observation period, short duration congestion occurred due to the parked cars partially blocking the eastbound carriageway. However, congestion was significantly less during the afternoon observations due to the lighter traffic flows along Sywell Road.

4.3.3 Some parents started to arrive from 14.45, however, the majority of parents arrived between 15.05 and 15.15. School finished at 15:15 and most pupils appeared to have been collected by 15.25. A few remaining pupils were collected between 15.25 and 15.35.

4.3.4 Parents who drove generally parked in on-road spaces slightly further from the school and walked to the gates. One parent partially parked on the ‘SCHOOL KEEP CLEAR’ road markings.

4.3.5 Eight staff cars were seen to be parked on the school site along the eastern boundary. The vehicular school gates were not opened during the afternoon observation period, therefore, eight staff cars remained on the school site at 15.40.

4.3.6 At the end of the observation period, one parked car remained in front of the school – assumed to be a member of staff. A few parked cars remained immediately west of the school – either members of staff or local residents. A van pulled up temporarily outside the school and parked half on the verge and half on the road.

4.3.7 From observations, it would appear that a high number of pupils left school on foot.

R-TS-T8015PM-01-0 10 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

4.4 Summary

4.4.1 Whilst there was some short duration congestion on Sywell Road due to parked cars within the vicinity of Overstone Primary School, there were no significant issues that require addressing or that would be made significantly worse by the proposed expansion of the school.

4.4.2 The expanded school car park should limit the number of teacher parked cars on Sywell Road, thus potentially reducing the observed congestions spots.

R-TS-T8015PM-01-0 11 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

5.0 Accessibility

5.1.1 Walking

5.1.2 With reference to the Chartered Institution of Highways and Transportation (CIHT) publication ‘Guidelines for Providing for Journeys on Foot’ (2000), it is suggested that around 80% of walk journeys and walk stages are less than 1 mile (1610m). This guidance also provides ‘suggested acceptable walking distances’ which are set out in Table 5.1 below.

5.1.3 Indicative walking time calculations have been calculated assuming a ‘typical’ walking speed of approximately 1.4m/s or 3mph. These are shown against the suggested walking distances set out in Table 5.1 below.

Walking Distance and Journey Times Town Centre Commuting/School/Sight Seeing Elsewhere Distance (m) Time (mins) Distance (m) Time (mins) Distance (m) Time (mins) Desirable 200 2.4 500 6 400 4.8 Acceptable 400 4.8 1000 11.9 800 9.5 Preferred Maximum 800 9.5 2000 23.8 1200 14.3

Table 5.1

5.1.4 From the plan enclosed in Appendix C, it can be seen that all existing dwellings in Overstone and Sywell, and also the dwellings on the eastern edge of Moulton, are located within desirable and acceptable walking distances of Overstone Primary School.

5.2 Cycling

5.2.1 Section 3.10 of the Local Transport note 01/04 states that generally a 4km cycle distance is considered acceptable.

5.2.2 Assuming a cycling speed of 12kmph, the maximum accepted time for a cycling journey is 20 minutes.

5.2.3 Cycling for work journeys are generally considered acceptable up to 5km. All of Overstone and Sywell is located within 5km of the school, see Appendix E. The school therefore offers significant opportunities for staff to travel to and from the school by bicycle.

5.2.4 The school’s location therefore offers opportunities for staff and pupils (travelling with their parent / guardian) to travel sustainably by bicycle.

5.3 Public Buses

5.3.1 The closest bus stop is located on Sywell Road outside Overstone Primary School. The existing bus services using this bus stop are described in Section 3.4 and above. These services will provide opportunities for staff to travel to and from the school sustainably.

5.4 Summary

5.4.1 It can be seen that Overstone Primary School is adequately served by more sustainable forms of transport.

R-TS-T8015PM-01-0 12 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

6.0 Vehicle Trip Impact

6.1 Vehicle trip generation rates have been obtained from the TRICS database version 7.2.3. The TRICS data is enclosed in Appendix G. Vehicle trip rates are shown in Table 6.1 below.

Proposed Vehicle Trip Generation Rate AM Peak (08.00-09.00) PM Peak 1 (15.00-16.00) PM Peak 2 (17.00-18.00) Arrivals Departures Total Arrivals Departures Total Arrivals Departures Total Vehicle trips 0.264 0.179 0.443 0.171 0.210 0.381 0.030 0.044 0.074 per pupil

Table 6.1

6.2 From the above vehicle trip rates, the number of vehicle trips for the proposed primary school extension can be calculated based on an additional 105 pupils. The predicted vehicle trip numbers from the proposed primary school extension are set out in Table 6.2 below.

Proposed Vehicle Trips Use AM Peak (08.00-09.00) PM Peak 1 (15.00-16.00) PM Peak 2 (17.00-18.00) Arrivals Departures Total Arrivals Departures Total Arrivals Departures Total Education 28 19 47 18 22 40 3 5 8

Table 6.2

6.3 It can be seen that the proposed primary school extension is predicted to generate 47, 40 and 8 vehicle trips in the 08.00-09.00, 15.00-16.00 and 17.00-18.00 peak periods respectively.

6.4 From observations of existing highway conditions, the predicted additional vehicle trips generated by the additional 105 pupils at Overstone Primary School are not expected to have a significant adverse impact on the surrounding highway network.

R-TS-T8015PM-01-0 13 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

7.0 Conclusions

7.1 Overstone Primary School is located to the north of Sywell Road, Overstone, Northamptonshire. The school is bound by existing residential dwellings to the east and west, Sywell Road to the south and Overstone Playing Field to the north.

7.2 The proposed school extension will accommodate an additional 105 pupils, raising capacity from 105 to 210 pupils by increasing the school from ½ form entry to 1 form entry. The proposed extension to Overstone Primary School will comprise the following:

 New teaching block with 4 classrooms and associated space;  Internal reorganisation to improve existing classroom sizes and teaching spaces;  Additional hard play areas; and  Increased on-site staff parking.

7.3 Vehicular, pedestrian and cycle access to the school will be directly off Sywell Road, as per the existing arrangement.

7.4 The school is shown to be well served and accessible to more sustainable modes of transport.

7.5 The predicted additional vehicle trips generated by the additional 105 pupils at Overstone Primary School are not expected to have a significant adverse impact on the surrounding highway network.

7.6 There are therefore no reasons on highway grounds why planning permission for the present development should not be granted.

R-TS-T8015PM-01-0 14 November 2015 Revision 0 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix A Proposed Site Layout Darnton B3 Architecture drawing no. 91418-GA-00-1-C

R-TS-T8015PM-01-0 A November 2015 Revision 0 PROPOSED EXTENSION & ALTERATIONS TO OVERSTONE PRIMARY SCHOOL

Stage C Report

Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix B Proposed Ground and First Floor Plans Darnton B3 Architecture drawing no. 91418-G02-110-B

R-TS-T8015PM-01-0 B November 2015 Revision 0 PROPOSED EXTENSION & ALTERATIONS TO OVERSTONE PRIMARY SCHOOL

Stage C Report

Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix C Walking Distances Plan JPP drawing no. T8015PM-TA01

R-TS-T8015PM-01-0 C November 2015 Revision 0 NOTE Walking distances based on a walking speed of 1.4 m/s from 'Providing For Journeys On Foot'

KEY

Site Boundary

0-500m walking distance - approx 0-6 mins

Sywell 500-1000m walking distance - approx 6-12 mins

1000-2000m walking distance - approx 12-24 mins

Nearest bus stops

Overstone

Moulton Eastbound

Westbound

Client LGSS PROPERTY SERVICES

Project PROPOSED EXTENSION, OVERSTONE PRIMARY SCHOOL, OVERSTONE, NORTHANTS Title WALKING DISTANCES

Scale at A3 1:10000Drawn by KEJ Checked by MJADate NOVEMBER 2015 Reproduced from Ordnance Survey explorer map. Licence number 100022432. Ordnance Survey. Crown Copyright. All Status Project ref Drawing no. Revision Rights Reserved. FOR INFORMATION T8015PM TA02 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix D Cycle Routes

R-TS-T8015PM-01-0 D November 2015 Revision 0 470000 471000 472000 473000 474000 475000 476000 477000 478000 479000 48800000000 481000

H

O

L

C

500 m 0 0.5 1.0 1.5 Kilometres O

T se

R Northampton Cycle Map Moulton College

General Information O

A

Lodge Farm D N E L A 800 yds 400 0 1/4 1/2 3/4 1 Mile M T O R Y E R NorthamptonM has a good network of cycling routes. Along with the NORBITAL route, there are a large number of other off-road cycle tracks and shared-use

pathways, which can be used for many journeys around the town, including the B

O Sywell

U D

G A Moulton College O E H R National Cycle Network route 6 and the Lottery fundedN Connect 2 route. The road Pitsford Centre T A O E L M N O U N O L T O T 2 000 N N D S S 2 000000 O R F R 67 O A A D E 6677 T D R O A A P D V network is also suitable for many journeys by bike and has been graded on this map R I O F O O S R NCN 6 M P I T R SywellSywell A R L G B ChurchChurch ofof EnglandEngland A N N I according to the degree of skill and experience needed to cycle along each road. R E VoluntaryVoluntary AidedAided E T T PrimaryPrimary SchoolSchool NorthamptonNorthampton andand E If you are a beginner or are worried about cars, you should build up your confidence K LLamportamport RailwayRailway MoultonMoulton CollegeCollege and basic skill on the yellow roads, where traffic is lighter and speeds and low. HHolcotolcot CCentreentre Brampton Hill Farm PH As your cycling skills and confidence increase, you can begin to explore the higher T

H

E

E Moulton

N G A Overstone

graded routes. Bridleways are alsoCCarar PPark apermittedrk for use by cyclists, although their L R C L MMoultonoulton O

T fforor BVWBVW V VE A R CCollegeollege E W A CChapelhapel Boughton Hall E D W I N E A V L surfaces can often be muddy andD may not be suitable for cycling during the winter. T D BramptonBrampton S Moulton O A K O O R Primary R W T A Overstone A 3 D

D P A E R R 4 O

L School E T R R O RE A A Primary

F C S S T N E LL T Brampton T W I A S School S Y

T W

P H C R E S With the wide cycle network in Northampton many places can be visited C C Valley Way S P E A B Y A S

S R

R N Y

U Ford H

P O C conveniently by bike. For recreation in the countryside there are many monuments, U

N

O

D GE CHAPEL A A E K E L A N T L S D BRAMPTON MoultonMoulton E N nature reservesO A and pocket parks, plus the Brampton Valley Way 14 mile linear park O R L Y A N E C L T O Y W C L E S RE SchoolSchool D

H A R R

Bramptons R A

between NorthamptonPrimary School and Market Harborough which can be cycled, off-road, for C P.W N CHFI O N E L L N 2 000 L U D A 2 000 S 66 R S 66 P its entire length. T H R BOUGHTON H L W I AD O R D E A N R R O Y IE M G N E A V U M E N E N C Warren Spinney MOULTON L P O V N E A A T L T TI H N H N NG E A U T N H A O G R R K T L L U B D R E N S O B O R The right to cycle on a particular road or path can be a complicated question, so, Boughton N A R P N

O E O

H Primary School T A N

C C A

R D E D L U Boughton Mill although care has been taken in preparation, this map is not evidence of a right to H A H O A U R C M Riding Stable N 5 F R E R 1 E L O Y L L 9 A M U T D O U 9 N F L T O P use any road or path or of its legal status. For more information please contact A N E L O A N E M R D R N O A L A A H Y D T R R E Northamptonshire County Council. (Please seeBramptonB Usefulrampton contacts section) NNurseryursery O L N Overstone Park Playing Field IL Upper WWoodood V S A CareCare VillageVillage B O U G H T O N E School N A E D Boughton L A P S Y 5 N E Pond Y

CHURCHCHURCH 0 S OR L 8 A V P H N I E N T

BRAMPTONBRAMPTON N E Boughton H Y T Coleman Leys U C Lane L O S B RA B B Obelisk C T Pike R I AD Round Spinney L R O E E L Spinney A R M N E F I E R 3 H Pond PH W A N O 4 E E L L A G A M P L A N W E A DE B R T O N E S T L A E NO R S Y D T L E C O S ITTO Y S C U G R N N B R T R T B S L

E O R DRI O V A

M E T N E AM E T N R D E N H P H E C G R I V E W O E N M AD O R ON CT I P U B T B A

E OR E Car Park L G D O O T L G I A H KingsKings O L R O U C S R W C N T E T FO H K T E G I T D for BVW N C L H R A

K W O

O T MeadowMeadow R R R O R T D

O A R I T S H N N L D I OUSE C Y L

O V E G H R SchoolSchool I D E E R ON E O T U C R O U H A A N A L E R O A D C O C L R C Y N L L Moulton I R E

D T L L R D A D C R B A A U B Southfields N E O V N 2 000 D E O N 2 000

E U N A Leys

65 A5 O 65

E A 07 T D 6

N O S O S A S R B D L H CL OverstoneOverstone ParkPark E U CR OWBERRY T L YNTON A VE L A E Y I M N Round R H R AVE O S K A D L A LE GGolfolf CourseCourse 6 M O PO R L Blackthorn Wood I 7 K

SE R I 0 R Moulton Park K A

H S IN E B

W 5 N Spinney G I

E A N N B S C Y T A O R Y A D O H

R R D G A

G A Fox Covert R A H Industrial Estate A C U E Y N X B R H N U N R D M I S D E W O C A Y W I L A K LS W D M S L U N E O I O O H T P U Y C S Industrial Estate R

O N 12 L E S L A 5 3 A T A D E

T E MI D D O A R T I L H L R A R AD N E E ROO L LO L H RO C M I L M M

L K A B Y

K K W R C V A R W A L L I A P A 5076 E P

J E R W

F W D E L A O L A SunnysideSunnyside 5 D Y H O S E WhitehillsWhitehills R A F R H

V L S O A L R I I H L S R 0

I A E R

5 Y M K A L E H H L A O D O 7 D A R N PrimaryPrimary D

0 T 3 D R PrimaryPrimary & NurseryNursery A L D N W S 6 CL 8 A

O O A ’ D C

F AND Golf Course SchoolsSchools S SchoolSchool Q A4 T DL E A R A U LA O O V AllAll SaintsSaints A S V E E R I ER W K S S C R A S L

D L Y R W W E A E ChurchChurch OOff EEnglandngland A O P AY

C PW S R O S A PW D V P I R T H R E Golf Course A L R R E N O R A H V Y O RI A E K

E A E PrimaryPrimary SchoolSchool 5 U D R H A50 M G D AR L ISK D D T 76 1 R E H R Y E L E 9 I S A B O A I L K PW W O Y RD F L B E B Y WAY D 9 R D A A I N N G H O UL A5076 TALAVERA T R O N L R OD D S U N

E N A O Cemetery L R O B O O B F C LOWER E I E S R V ER R EAD V I Y U S D O D W C H LL A E S A M W OUGH O R R E E R H L E AV F E D V ER I ROAD C A T D R I L HARLESTONE MO ClubClub B C R W H R C D E O L S S U E U G S S M U N D D HHouseouse L T R T C

I RT A N W T E R

S N A B W O A D FOR O E O W H T I R L R O G S PAR R A L I N T H L D R S R A A O O R HarlestoneHarlestone E O H O L O G A C O R E S O T M L W C Y D R 6 R M I L T R 7 H BUR H D A A N D W A 0 R N D C N E 5 N O O E T H PrimaryPrimary SchoolSchool A T O C N Bradlaugh A R N N A C Playing Field L D I P A D I L M C G R O A R I S E O R E E H D E C T C T T E N C J R T WWoodvaleooodvaleodvale S T L I N E E L R E A S OV E E C I D Golf Course L E L U M S E E B E Y R M R University of R C T E 5 Y R S E T B T L L U T C D D Sunnyside G B PrimaryPrimary SchoolSchool C 0 L V S S R L

K R N GreenfieldsGreenfields E 76 A E S N Northampton O C E

N O I

L O N D R F O L O & NNurseryursery UUnitnit T Y L D E D N A O E Y E L A T E N S A D P R

O SchoolSchool N

V K R V Fields C R A M I E H Thomas Becket E T Fish Pond D B G E K R E B O R Y G E

F E D Boothville D Y TThorplandshorplands E N U E E E D Y M R

O V R O Catholic I S

L S R E U E O S O R D B A N G Thorplands O A I Y E C L I K B C T D L N G L OS School R W SHELFO C Y H

4 C S O W R C M

G A O D HARLEHHARLESTONEARLESTONONE M S N A D

2 I L W S W R D W Primary School S 8 A N W A E E SawSaw MMillill W N O T E G

A K E O O W A A E

A C L C N E R T E R Y M

A S K E C R L L S T D L O D C N R O C E H E R I I A

L R R U I A E S

E NG A N KingsthorpeKingsthorpe D P V L G S D H D D E O E U WA P R L

H Y K E Y O S E O N

D E V D C L R R T W

Y A N C A R I DI A O

E A I AV L L CollegeCollege E Y L 3 O E E R E S H S U V

A E W N A 2 D R W C

Harlestone Heath T O N W N O T V E E OO C M

A E 1 . W O A D H O T

D R L LID V W R O L B E 5 E NS A A E L O

L A E E U W R K A Y V S A

Y O Goldings

C R A U Y

R E D R R D M S RectoryRectory Q S D E P L A D R E T T

R R N S S T Y E A L 2 000000 A O A L F D 2 000 I D E H RO A H E D

V B N D R M W O V 6644 N E I L L T T L 7 C C H A I FFarmarm 64

O M O E A E T R O R D N L L GR S G D O I B E M O It is permitted T N O C I V F

R W A A O E G N R G D Y PPrimaryrimary A A P A N

S S V W CH W C N B C O D L HOL A L E O A R R R S N E R

S D E

E G

D O L S E E C R M A E M R

to walk or cycle E PW R I L UR G A M PI SchoolSchool O N R H N O

O D N

W H A

O R T O S DDallingtonallington HeathHeath C L E N V B G U

O Y N E C R

L C C Y E R T B

E I G OO E E

anywhere in E G E N R V N F L S A L N L M

Hill N O

D N LE G A I R T I T T S L B

L A P R E E L H

D A C E BoothvilleBoothville M L O P D O E L S S E E T I

L I D Y I

O T A T E C S A E Harlestone Firs H S E E RectoryRectory FarmFarm A H N H H

E C T Top T S D L

V E A K H D

W I E E O D Y S BlackthornBlackthorn A C L I T H R O S E E F H K O PrimaryPrimary SchoolSchool D O Lings Wood L N IL

I W C R R S L U K O

N D I

E H Y G L C I C P

H W L A D O N O T A E C R S W Billing Arbours U E A E PrimaryPrimary

D R N K A L O E Playing R W R E E C A W

ST N W ParklandsPaarklandsrklands G S D V X R

A Greenoaks H A N B

Y E O TH E I L L E TH L Kingsthorpe O T D A V Y E A SchoolSchool D

N R L R A RY Field N W A Y PrimaryPrimary C O L Primary O W ER L F I W A S L D Blackthorn O N A N N U GM L E L A X Recreation N S A N R E I D ON D L WE I T B L A D I G H SchoolSchool L N G A E O D L D A O E R L D G R R K E L L G RN N Y N K A S D B U Y I O Y O W Y AN

L S R R R E D T O R

V F S A R R U Ground U O M A C

T E O T

H A

R W N S B C D T

R D E O

S H H W O ND S T I

R A

D I D AV A E E

E A Y L G Playing Field O E M W OLE E V H E A R E T H W RO L E D V N A A N O Bradlaugh Fields R K U N A C

O IN A Y

N R E G D O LingsLings R

S D S Eastfield Park Pines R B H G B R E

B W A St Peters I O F S A R R RISE

T R A N M S A T PrimaryPrimary L T

O W D A T Y E A O

R H

N E V O H M S I O RN

S L E S E L L Independent N O 5 N R N E F

W E D

D C SchoolSchool C H U D

I A 0 N A M T A

Y D E D T O S E A R Q 8 O School R Cynthia Spencer C E C 5 U D A L D E NorthamptonNorthampton U E I V D A 0 O D T A R NorthamptonNorthampton CollegeCollege M R V E C O O A B RR E E R T M 7 A Y B E O D LumbertubsLumbertubs M D Hospice E R R L T SchoolSchool fforor GGirlsirls L 6 A

A F St. David’s D W R O S R E T HAM SSpinneypinney B A J 5 E R N A BBoothooth LLaneane A G O V N Y O I L O U 1 V E I L W D D PrimaryPrimary L IL L 9 E G A R R D D ON H I Kingsthorpe Y S L AD R 9 NE B R A S O M T A ENCA D F R O D E Y RRoundound OakOak N A U I E HillHill N Lings U R I V A 0 D I W S R

O R D O B A L R L I A 0

D F K N SchoolSchool E 5 B A S D O A R R R 4 N O I D L W O R R D A B A

Y A T D N T L B E PPlantationlantation O E E A T R A I L A W O O E Eastfield I R Y B N L R T T Y HO D I T

D R S N H

R I E E ’ N S

R V Y S

N O R D E R

C O S D

F D T G A G R N ET E N O L

L R R C

PO R A L Park Lake G R A E

R D S S C K E

K T E T R T R S O D

I A C B

T N O E 1 Y I R W

K H E F C R

I N I T G PW R C R D T R V H O DR O I A T N T

C A E

A R SI

T E O E A K D

D ’ M S D U Y K R O E PW Y

A S N OA V U A

G R I O D O E D WOB R L

S PENFOLD N KingsthorpeKingsthorpe R

R E E L A D D E The BillingBilling BrookBrook S D

A O R S ET D M A O OA G L H P E S

N E K E I O R A

R WWaitroseaitrose A R C A

VillageVillage U Y L S R T Underpass E N O R I K

N H K Arbours SpecialSpecial SchoolSchool T H E

E I B L D D R R E L L H V N E St Gregory’s G P E N FO E

O G Y A F I E G C D L U

PrimaryPrimary SchoolSchool D A EN L D N R D T

R B E A E AAsdasda L E

D liable L HI G R A V E N U E G R Primary School K N RO ORO R SH E R A E

E H W A E RC Primary Y O B K V

G D I S T G G R I S N T Z A P E N S L A

E N K I N G S R D N A IN S A

M P D R U A R D I D L

to flood R O A L T

E School L E N O H L A

A EEastfieldastfield L O U Playing Field I W T S C K B Playing Field A E D P Y N Kingsthorpe K PW L N O A D Great Billing E

I F

N

I I R D PrimaryPrimary SchoolSchool A CO D C N E G N O

Y N L E I R Playing Field I E T

A E A A V PW C RE

W New Churchyard G S E D E E T N

O I

R Park O L O G

E K S O W & NurseryNursery E T U D

L S R G A N

N E

W R S

I T W N C

N H O N N O S

Lodge Kingsley G P D N G A T I N E A E OL B

L E STREET UUnitnit R O

V E 2 000 TThehe R O 0 O 2 000 A Y I L V F DE O 0 63 D 63 PW A

B R L I O LI 5 G A N A E O Farm E Park

F D Y

4 B

A D GoodGood SShepherdhepherd BU

C R R BD D 5 L N E

T A O EEccton N L A N R N R S N D

D 0

DRO RO E D G S L H CCatholicatholic PPrimaryrimary E O PPWW S R XHI

O A 7 O PPWW E E A

W DA I

N

S L O S

E W D A 6 B BrBrook

LE O

A E R AD

E N E Industrial Estate SSchoolchool KKingsthorpeingsthorpe GGolfolf CourseCourse E A L D U

P W

LE L K E N

P O Y E R

I R S N D E E E Playing Field P N LL A

V A Weston Favell R T R PPaark E E ROA N E Z A A L R R N Y

D ’S K H K E N E G R D A C C R O V DAVI R A B O R U E PW L UM S A I D I D ST E E N A O D G H D U A School E R R OA V G B I P R T K E N M U I R A G A D W D E S D R O E S D A H H SStt AndrAndrews E I A S M N O C EAST V KingsthorpeKingsthorpe GGroverove D I H D 5 KKingsleyingsley A D O R R A A C N A O L L S O U D O E NCN 6 0 R W N H O VE R R O A L N S C D B L A E M R V 9 E S O R W PW E A D CECE (AID(AID)

E A PrimaryPrimary SSchoolchool UL ON C HA D R

5 A N M

PPrimaryrimary V F D U

S Morrisons S DO S V L E WWestoneston H A

N D S M U S G N T E KI E T PPrimaryrimary

R E N D K O E M L H N S E R SchoolSchool A R N C V S N S A A W L R L FavellFavell E H A

H S I G Q C A ND C Northampton E

E R B

D O E L

D A

E R A S S SSchoolchool

L U ND HeadlandsHeadlands O

I T O L

A I

L T S D Y E A O CCentreentre D M S A

E A L H Academy W E N D M

RK N D I ROAD E L E C H PA C A O R L PrimaryPrimary SchoolSchool S OW Y A H Ryehill G L A A C

N I R R E H H P O N D W L B R New Duston A P U N Lings Site SH S LD RD L E O F I IE

O Thornton RN I L R R F

E D F I A & NurseryNursery UnitUnit N I T C Spinney W S R E R E

V R E

S L S Y PW Y O T D L G U O T L I L G R E S R A E E A D S N M R E T E

A OA H C GGreatreat D E Park O A Y D C T D R R U WWallaceallace RdRd L

G E M M R A O T T E W R V V R W L I E W R W OA W E I R F A4 T D T A C N S F O F A O H A E TTescoesco King’s Heath D U LLidlidl H E T C I E A BBillingilling NurseryNursery E O S C L R L K GHA L Y O

I 3 B I A L S I N L

N E Y V N LittleLittlLittle L H A Y B D Y M Ecton

R A N A B & ShoppingShopping

L O H I

M 5 W Park S L W A W N C C T 6 W C SchoolSchool E A LD D M O R LL A R E Y R H I E A HAU R 1 E Y A C

E E O PW E F D D BillinBBillingilling D A L E S O 0 C CCentreentre G U E E S A O D L R Brook D Westone I

C L E T N U A R U R 1 A I S C L King’s A V L A H K O G V S N O C A M I R O C I I M S C W A B V D N LLaLakeake R D NNorthgateorthgate R ER E S T R N Y G D L D O PW C T D L C C N N N E B L A O Heath I E A S O L D E E R O A L F E Cottarville U D A O N O R CRO N W R D V C NGS R O S H SSchoolchool C L T I I W S E T H A M S V Y M K F T M R A E OK E W T E I

DE E C O A D E T R O K E T Primary N O D M O L V B RRyeye HHillill E P L E R

E D N

C V U LA R A R A B E Y E P StSt MMatthewsatthews N R E A C S

A O U A D O N O R A

V N A E C T A T O H A B A C D U W E C O R S T R L N I E School W T TR R A RO D N S L T E A R B R N S H D E A R O R I O Y CO R R N A A U R SchoolSchool R I Y . V D RA L DustonDuston EldeanEldean R A E N E F L D R INI E O B A O T B P

E D P V K HeadlandsHeadlands

L K UR H A U K I U O Y A N R L U I M Ecton Brook O VE A E L

B T O R W A O D E S M K I V L A A E W C RES L L H IO R B I C

C PrimaryPrimary SchoolSchool I W A T I D D N P T V AK R D N N T E O L L B A Y B N D S S G L Primary School S A S

DR E E T G G CedarCedar RoadRoad WestonWeestonston FavellFavell N T E E Y I R I R S U T L A Bellinge

I G S D S NC R S K E T T A T N U V N F W H O A A LittlLLittleittle U S O E N B E A E D T W A L IN E O V E T AT

B E A 5 A S O A N O O O E JU E PrimaryPrimary ChurchChurch ofof EnglandEngland E R L Playing Field A T D N

C A D R A O 0 L L O T O V S E D W D N Y S N O E M A O E O ER R W W BellingeBellinge IO S D Y 76

R V O O E LA R BilliBBillingilling )

E S D A

A E T S E

R O

K I V R R U PrimaryPrimary SchoolSchool T I SSchoolchool D

V N C

R H A L U L L N R OAD ( K A N G O Y R H T E E N R

R I B G O U FFairfieldsairfields I L K A B H 5

C I D I E F E PrimaryPrimary SchoolSchool

L W E P P R N KingsthorpeKingstthohorpe F O H R 4

L L Y I A A L AY

Y O A O Netto L E S C W S A Y O R AW O A UnityUnity CollegeCollege K T R E L

L G T A I R R

M E P S W T PPhippsvillehippsvillpsville B S G T Y T H D B SchoolSchool L L A OA H O N A D R R D

R O D . E A A U O KS D S R E Y R R S I

P R I Y HollowHHolloollow O D O T O O

W N S S R A E O D AD T L A A E D D E B TrinityTrinity SiteSite N A T C N M D D E I A O A S

A M W DE O H A K R H RO D A N

F R E O L O N T KW G D S D T U D G H R K B N N O O R U A A G E Y C

A I R H I Y A T O L A

G D R N A D I E R L S W V E G N A O E D RO M O N R I A I W R A L

N A TI W C O E EY W T OD D G V N A D R W E O A Y W R G E D A B D O L L T T N D R D E G E R W L L H St.St. Mary’sMary’s CatholicCatholic L D W R N A O N L Y A E L O T A S T E R I I A O I E T B H L H C F T A R O S G S A V R V F Y T E L D E A R R E I N M C I T E PrimaryPrimary SchoolSchool D M Y U I U UUniversityniversity ofof L E E C H R G R D E W H L O R D W E A D H H L L B N N E S T O A H A L N L O A IN O A O R I A E A T D R B F Q E U E A A 5 M W E R T R D A D

U E B NNorthamptonorthampton O W G O O NE E I I

I S R 0 S K S D S F E A H D E E R T R C A

C P A5 T T W L H 9 I H

R O Y S O

I E R C

N L E 5 R E O L R N R

P R N A N Y L E 2 000 B S R 2 000 A 1 N E T O O S

62 R R V E 62

R R L T O C L PW O 0 G D A L F I PW T U A O O E D I A 1 T E E R K A O D E N RecycleRecycle B D M L N L D A D D R S T D L G A D A S E S O E R I R R RI T O N E D L E U G F D R R H L B E D U E S O E D H WestonWeston E U D M IG N D E B StandensStandens N B E N M D CentreCentre A L CL R E L O A O R O O T RS N E RL AV AB I E R P F O F W O M C E D E L H D OS R U I C H W R L T P L E O A T N R FavellFavell N A S A S ’S I A I H E C D N B E G B BarnBarn E F I R S K P D G T N D L R T Y M F E D L E O A O E O R T H 0 K M

U D A G M E G A450 AN

S HoppingHopping R T N O C O

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D S 6 Field K Y B GR W C A L E P W R T E O E If you need advice about maintaining your bicycle, or wants to learn how to cycle, cycle training is available. P Y E D G H T L G O T A experienced adult highway users may find them useful T RA O N O NG K O E R E GD E N W R W O ST B A P W S TT O L O R A O M W A L O OD U N AL R B 52 especially in quiet periods. S O B UR D Y T D 6 L D A W CL W K E C U L P R O choosing a new one, contact your local bike shop. This can help greatly increase cycling confidence, which A A A I G T I CHFI L N O N E L L L E H C R O N N LD A W E E R S E E D T EDWAR W E E D

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R N I A B R E R L A NE L Pedestrianised street. how to do it yourself. R Y D B E R R R Y N E R I V E L A E L C 3. Oakley Cycles 4 000 4 000 4 000 4 000 L 70 71 72 ) 73 T Q U ( I N Track or private road where cycling may not be 3 T M L O 4 O N 84-88 Lutterworth Road, NN1 5JN A

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D A W AL K D S O E R WI N Golf Course S D N W Caroline Chisholm H Golf Course I W AY tel: 01604 632535 B N MILITAR G O 5 A B M O L 2

D D School T R E 6 R Cycle track, path or bridleway with tarmac or K D A L O I E R

O R O N O E E A A K D S H A D D 2 000 2 000 A E 56 web: 56 stone all weather surface. D www.oakleycyclesnorthampton.co.uk O T P R E R L C C A E E L G S R R E A U I S T O MMILTONILTON H LO Y A N T O E L Y R A A E Castle G R A S D R L P O E MALSORMALSOR C K R N R Bridleway or other path with soft surface. L S D E L VE Primary School C O O I O T R O R W R S O ’S A A D E S A E D E 4. Pitsford Cycles (including cycle hire) U C R Y May be unsuitable for cycling, especially on a road W T E & Nursery D N R E R T E W A R O S V O N V E A A U R N N E P P I N S N bike, in wet weather. Unit I N G H A T D M S E T S P A S R U Brixworth Country Park, Brixworth, NN6 9DG G T G E S T R TO O R E E D P O B E W E H T . O N RG T S W CKWELL L Collingtree D R E GR A ND R R O E A A Footpath, unsuitable for cycling. O ’ C L Church of England B 8 tel: web: T 01604 881777 www.pitsfordcycles.co.uk A S R

S COLLINGTREE I A S E OV D 0 R EET Primary School T CL G T H S RD S R E A D L O W 5 H H E E R P R I O R E . G C ST Y ET R T ROAE I OR A S H AY A S H LA M T Gradient significant for most cyclists. N E N D S T R E E T S T E O E E Y M E N R A T T A ST E E R S D E A R D EE E R R O A D R L PRESTON Arrow points downhill. D M T T REE O T 5. Cycle King A O I N G AR R O T S G A S COL L E F M C W R S L F PPoliceolice StationStation D T E E N B K E O E R DEANERY E L W F T A Wooton Brook R D S R H G A Spencer I T L R andand CCourtourt E S G Y L O OA A M TO NG I 208-210 Kettering Road, NN1 4BN C B E H I L C T Milton Parochial H One-way street. A I E R T S M N Bridge Industrial M R R O U I P A T C L R PrimaryE School C E R B RID G E RO B B T AC W P E N A D Estate E T E E D E L A E S R E L S S O A T P T tel: 01604 232221 web: www.cycleking.co.uk S T L TR R E NU N E T R E G R T O N B R I W A F S E M E RE N V Employment Residential Retail Open areas

) E O C A E T A T FFireire T L O L C O R Y G T T A T L A E N K N K

. ( O E R E L X 3 E E ST X A A D 4 T E N S I E SStationtation A E E E A R R S W MMountsounts E S T N R PW E R O A HACKLETON U E T WA Y T Y 6. The Bike Shed S D BA B T P V N AN N M I L L E R S 5 E P SwimmingSwimming D U PORTL I 2 V R 6 S N ER CChroniclehronicle U O N A D Q L I BBathsaths A CE S 8 B S M RO PLA C & EEchocho L 14 Park Square, Kings Heath, NN5 7LQ Bike Shop Tourist Info O ’ S A T E L D T U H A N H R N I C E WoodlandWoodland G L A N E A R C O T S BBuildinguilding . M S P R I N U E S T H R Crown VViewiew PPrimaryrimary SchoolSchool O C A Y tel: 01604 590767 M A I N Dentist Pegasus Crossing E W A K W R O A D E E R I D 2 000 L N T A Court O Northampton College A 55 2 000 B 52 Spring Lane A S B W O 55 6 L PW R E ) Fire Station Place of Worship Primary School R Lower Mounts T

N S R ( M E 5 O M T & Nursery Unit O T 4 T A S I G N U A 7. Pedal Power Cycles E N V GP Surgery R Pocket Park J E C O N IN A S C L A T A D A R L E T D Y ’ S S W I D W L A O M D E L L C D D R O A T I N Job A T O T AY P

I L W O S 2 Boothville Green, NN3 6JR E M Bus Station F Hospital Police Station W A K E O R

O X S T.

S Centre F I R S E D

’ RIA R L L

EYF T D W GR . A E P I Y I T tel: 01604 491111 Leisure Centre Post Office A H F A E O R T O N A E Y R HORTON C O A R R R D O H B T G R E K AN S S Sainsbury’s I R Hackleton T O Library Primary School Spring L K EY R R W GAYTON E E A E Grosvenor D O O K S R R TH O K I H B U A D V T 8. Halfords Ltd G B Boroughs E B E T G A R C T ’ O Local Natural Reserve Rail Line and Station O R Shopping Centre O U O E M D K Station O N D A A O E E E RO A H R R A R O A D C D L T D R UR T D CH O B A C K L A N E L S O

R

cycle O 20 Fairground Way, Riverside Retail Park, NN3 9HU AD

E B D M One-way Street Recycling Centre

L D E B5

N W O A A 8 R A Peacock O

G T R 0 L 2 OAO S A O parking D 6 G 5

R P M R E N R A E Market I A D O E PIDDINGTON

E Place B Y R tel: 01604 409065 web: www.halfords.com Other Building Scheduled Ancient

R N S . E N D S A S D E A

S R N D S

Square T R O A D S T O A

S A I N G R E R

E BIL L P T O T E EE Y TI E Monument t TR T T R F School S R S O R ’ D C O S O S Other School M ’ E R A R Y N L A C I S L E E G O L A H S S Secondary School R R E N E C T B IO O ST. Guildhall H T 9. Halfords Ltd N A T N A R G Y T D O Toucan Crossing

All Saints O OAD A F S K O B T Sol NNorthamptonorthampton L Wildlife Site I L P I L QUINTON E L S Church TP M L West GRANGE PARK A S W A Tyne Road, Weedon Road Ind Est, NN5 5AF R A D R O A D Central E GGeneraleneral N

T O H O G E The map is reproduced from Ordnance Survey material with the permission of Ordnance Survey on R P Bridge R . O T W J T E R HR E F T R E E T G W A A I T S HospitalHospital A M R O G O L D W behalf of the Controller of Her Majesty’s Stationery Office. © Crown Copyright. UnauthorisedE R O N M ON HIL O R N I L S tel: 01604 684880 web: www.halfords.com L A CK D E E BLA Royal & D reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. S N ROAD E E 4 000 4 000 4 000 4 000 4 000 4 000 4 000 Northamptonshire County Council 100019331. 2011 K R 74 75 76 77 78 79 80 Derngate N Y

O

I T G

S County Hall A E

N H E T T Theatres E H . L S T .

G E E G S N C A S

St James Mill P E S R E W Road Retail Park T S W T Museum A

E S R R E ’ S L N O & Art W AY St. Peter’s L H Gallery N ’ S S T . E S Retail Area . J O H S D ST A E T T N . G R E

E M D R O I E P S B T A T R R I E . T O D P B I C Beckett’s E T V F St James E R Park O ’ S W R Retail Park AY D Ri R ver O CATTL Ne ne A D

D Morrisons

A

B

O Carlsberg EMARSupermarket

R R Brewery I

D R

G E N

U

T E

N K D S

N E OA S

T M

CE T LR I

. L

R L MIL W

D S

O ES Nene Valley R

T B Q O

JAM Retail Park A

T D S

S T E A A D R O I L L S T J A M E S M C

O

T

TO

N

Stairs O L D T O W C E S T E R R D

E

N D Metres Netto 0 100 200

ROAD N S O M E MAIN R D ’ S R O A D R A S T L E O N A R O A D To Delapre Park Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix E Cycling Distances Plan JPP drawing no. T8015PM-TA02

R-TS-T8015PM-01-0 E November 2015 Revision 0 KEY

Site Boundary

0-5km cycling distance - approx 0-25 minutes

Sywell Nearest bus stops

Overstone

Moulton Eastbound

Westbound

Client LGSS PROPERTY SERVICES

Project PROPOSED EXTENSION, OVERSTONE PRIMARY SCHOOL, OVERSTONE, NORTHANTS Title CYCLING DISTANCES

Scale at A3 1:10000Drawn by KEJ Checked by MJADate NOVEMBER 2015 Reproduced from Ordnance Survey explorer map. Licence number 100022432. Ordnance Survey. Crown Copyright. All Status Project ref Drawing no. Revision Rights Reserved. FOR INFORMATION T8015PM TA03 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix F Bus Maps and Timetables

R-TS-T8015PM-01-0 F November 2015 Revision 0 Route map for Stagecoach Northamptonshire service 38 (outbound)

TThorpehorpe MMalsoralsor 38 LLoddingtonoddington KKetteringettering IIsese LLodgeodge HHawthornawthorn RRoadoad KKettering.ettering. NNetherfieldetherfield RRoadoad PytchleyPytchley RRoadoad  *# *# MMaidwellaidwell DDraughtonraughton --"--" GGrangerange PPatrickatrick BBartonarton MMawsleyawsley BBroughtonroughton RRoadoad RoadRoad SeagraveSeagrave GGateate LLaneane VVentureenture PParkark 338 BBarnwellarnwell OOldld 8 CCourtourt RReded LLionion AAllll SSaintsaints GorseGorse WWayay 3388 HHutchinsonutchinson CChurchhurch AvenueAvenue PPytchleyytchley IIshamsham OOldld WWhitehite HHorseorse

SScaldwellcaldwell CCherryherry TTownsendownsend RoadRoad HHillill WWalgravealgrave OOrlingburyrlingbury WWalgrave.algrave. CCrossroadsrossroads LLittleittle HHarrowdenarrowden HHanningtonannington BBrixworthrixworth GGreatreat HHarrowdenarrowden WWhitehite SwanSwan HHardwickardwick HHolcotolcot FFarmarm CCloselose Brixworth Country Park

3388

PPitsforditsford TThehe SSywell.ywell. HorseshoeHorseshoe B571 OOverstoneverstone RRoadoad SSywellywell OOverstoneverstone MMoultonoulton Road.Road. AA4343 PPostost OfficeOffice MMearsears AAshbyshby PParadearade BBankank WWilbyilby BBoughtonoughton 2 CChaterhater OOverstoneverstone StreetStreet MMoultonoulton Sywell Country Park (Nn6 0qx) ParkPark RRylandyland RRoadoad Sywell Country Park (Nn6) WWhitehite HillsHills MMoultonoulton LLeyseys GGreatreat DDoddingtonoddington LLumbertubsumbertubs RRectoryectory SSunnysideunnyside BBoothvilleoothville HillHill TTopop FFarmarm B573 LLorraineorraine LLingsings BBlackthornlackthorn EEctoncton EEarlsarls BartonBarton KKingsthorpeingsthorpe DriveDrive SSpinneypinney HHillill RRandallandall RoadRoad MiltonMilton SStreettreet GGreatreat BBillingilling EEctoncton BrookBrook QQueen'sueen's KKingsleyingsley ParkPark PParkark AAbingtonbington SSpencerpencer KKetteringettering RRoadoad CClarelare SStreettreet 38 CCogenhoeogenhoe WWhistonhiston NNorthamptonorthampton GGrendonrendon LLittleittle HHoughtonoughton CCastleastle AAshbyshby

© OpenStreetMap 2.5 km 5 km 7.5 km 10 km

em-16038_(-1).y08 (outbound) Route map for Stagecoach Northamptonshire service 38 (inbound) KKelmarshelmarsh TThorpehorpe MMalsoralsor 38 LLoddingtonoddington KKetteringettering 110202 IIsese LLodgeodge BroadwayBroadway KKettering.ettering. PPatrickatrick RRoadoad PytchleyPytchley RoadRoad GGrangerange  *# *# MMaidwellaidwell DDraughtonraughton GGateate RRoadoad 111717 PytchleyPytchley --"--" LaneLane RoadRoad BBartonarton MMawsleyawsley SSurgeryurgery RRecreationecreation VVentureenture PParkark SeagraveSeagrave GGroundround BBroughtonroughton BBarnwellarnwell OOldld GGorseorse WWayay CCourtourt RReded LLionion AAllll SSaintsaints CChurchhurch PPytchleyytchley IIshamsham OOldld WWhitehite HHorseorse

SScaldwellcaldwell CCherryherry TTownsendownsend RRoadoad HHillill WWalgravealgrave OOrlingburyrlingbury WWalgrave.algrave. CCrossroadsrossroads LLittleittle HHarrowdenarrowden BBrixworthrixworth HHanningtonannington 8 GGreatreat HHarrowdenarrowden WWhitehite 338 Brampton Valley Way Linear Park SwanSwan FFarmarm HHolcotolcot HHardwickardwick CCloselose Brixworth Country Park

PPitsforditsford TThehe SSywell.ywell. HorseshoeHorseshoe B571 OOverstoneverstone RRoadoad SSywellywell PPostost OfficeOffice MMoultonoulton MMearsears AAshbyshby OOverstoneverstone WWilbyilby MMoulton.oulton. BBruntingrunting RRoadoad OOverstoneverstone BBoughtonoughton Road.Road. AA4343 MMoultonoulton MManninganning CCourtourt Sywell Country Park (Nn6 0qx) ParkPark Sywell Country Park (Nn6) WWhitehite HHillsills MMoultonoulton LeysLeys GGreatreat DDoddingtonoddington UUnderbanknderbank RRoadoad RRectoryectory SSunnysideunnyside BBoothvilleoothville B573 HHillill TTopop FFarmarm LLorraineorraine LLingsings BBlackthornlackthorn EEctoncton EEarlsarls BBartonarton KKingsthorpeingsthorpe DDriverive SSpinneypinney HillHill KKing'sing's HHeatheath GGreatreat BillingBilling EEctoncton BrookBrook KKingsleyingsley ParkPark KKingsthorpeingsthorpe HHollowollow AAbingtonbington

SSpencerpencer 8 KKetteringettering RRoadoad 338 RacecourseRacecourse PPavillionavillion 38 CCogenhoeogenhoe WWhistonhiston NNorthamptonorthampton GGrendonrendon LLittleittle HHoughtonoughton CCastleastle AAshbyshby

© OpenStreetMap 2.5 km 5 km 7.5 km 10 km

em-16038_(-1).y08 (inbound) 38 Kettering - Pytchley - Sywell - Moulton - Northampton

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 Notes NOSD Northampton, North Gate Bus Station (Bay 8) 0634 Kingsley Park, White Elephant (NW-bound) 0642 Kingsley, Brookfield Road (NW-bound) 0645 Boothville, nr Lumbertubs 0653 Moulton Leys, o/s Manning Court 0656 Moulton, opp Parade Bank 0700 Moulton, opp Wantage Close 0703 Overstone, o/s Post Office 0706 Sywell, o/s The Horseshoe 0709 Holcot, opp Farm Close 0715 Walgrave, Crossroads (N-bound) 0721 Old, nr The White Horse 0726 Mawsley, opp Barnwell Court 0734 Broughton, o/s Red Lion 0746 Pytchley, o/s All Saints Church 0750 Kettering, opp 85 Pytchley Road 0759 Kettering, 131 Hawthorn Road (Stop os) 0809 Kettering, Bus Interchange (Stop 9) 0817 Saturdays no service Sundays no service

Service Restrictions: 1 - not 21.12.15 to 4.1.16, 15.2. to 19.2. Notes: NOSD - Operates on Northamptonshire Schooldays only

Northamptonshire County Council05/11/2015 1321 38 Northampton - Moulton - Sywell - Pytchley - Kettering

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 Notes NOSD Kettering, Bus Interchange (Stop 9) 1550 Kettering, opp 131 Hawthorn Road 1555 Kettering, o/s 117 Pytchley Road 1603 Pytchley, opp All Saints Church 1616 Broughton, opp Red Lion 1621 Mawsley, opp Barnwell Court 1629 Old, opp The White Horse 1641 Walgrave, Crossroads (W-bound) 1644 Holcot, adj Farm Close 1650 Sywell, opp The Horseshoe 1658 Overstone, opp Post Office 1701 Moulton, adj Wantage Close 1704 Moulton, opp Co-op Store 1708 Moulton Leys, opp Manning Court 1712 Boothville, o/s Lumbertubs 1715 Kingsley, nr Brookfield Road 1725 Northampton, North Gate Bus Station (Bay 8) 1737 Saturdays no service Sundays no service

Service Restrictions: 1 - not 21.12.15 to 4.1.16, 15.2. to 19.2. Notes: NOSD - Operates on Northamptonshire Schooldays only

Northamptonshire County Council05/11/2015 1321 Route map for Stagecoach Northamptonshire service 39 (outbound)

HHarringtonarrington WWarktonarkton KKelmarshelmarsh GGipsyipsy HHospitalospital SSchoolchool 339 LLaneane TThorpehorpe MMalsoralsor LaneLane 9 LLowerower LLoddingtonoddington KKettering.ettering. SStreettreet KKetteringettering GipsyGipsy LaneLane HHallall IIsese LLodgeodge LaneLane 39 3399  *# *# MMaidwellaidwell --"--" DDraughtonraughton BBartonarton SSeagraveeagrave MMawsleyawsley SSurgeryurgery BBroughtonroughton 339 BBarnwellarnwell OOldld 9 CCourtourt GorseGorse WWayay PPytchleyytchley

3399 IIshamsham OOldld WWhitehite HHorseorse

SScaldwellcaldwell CCherryherry HillHill WWalgravealgrave OOrlingburyrlingbury WWalgrave.algrave. CCrossroadsrossroads WWarar MMemorialemorial LLittleittle HHarrowdenarrowden HHanningtonannington BBrixworthrixworth 9 BBusus GGreatreat HHarrowdenarrowden WWhitehite 339 3399 ShelterShelter Brampton Valley Way Linear Park SwanSwan HHardwickardwick HHolcotolcot FFarmarm CCloselose Brixworth Country Park

3399

PPitsforditsford TThehe SSywell.ywell. HorseshoeHorseshoe B571 OOverstoneverstone RRoadoad SSywellywell OOverstoneverstone MMoultonoulton Road.Road. AA4343 PPumpingumping MMearsears AAshbyshby PParadearade BankBank SStationtation WWilbyilby MMoulton.oulton. 2 CChaterhater OOverstoneverstone BBoughtonoughton BruntingBrunting RRoadoad SStreettreet Sywell Country Park (Nn6) MManninganning CCourtourt RRylandyland RoadRoad Sywell Country SSouthfieldsouthfields WWhitehite HillsHills MMoultonoulton PParkark Park (Nn6 0qx) GGreatreat DDoddingtonoddington

HHillill TTopop BBoothvilleoothville RRectoryectory FarmFarm B573 HHighlandsighlands LLingsings EEctoncton EEarlsarls BBartonarton KKingsthorpeingsthorpe AAvenuevenue BBlackthornlackthorn SSpinneypinney HillHill GGreatreat EEctoncton BrookBrook KKing'sing's HHeatheath BBillingilling KKingsleyingsley ParkPark KKingsthorpeingsthorpe HHollowollow GGroverove AAbingtonbington RoadRoad SSpencerpencer 3399 KKetteringettering RRoadoad CClarelare SStreettreet 39 CCogenhoeogenhoe WWhistonhiston NNorthamptonorthampton GGrendonrendon LLittleittle HHoughtonoughton CCastleastle AAshbyshby

© OpenStreetMap 2.5 km 5 km 7.5 km 10 km

em-16039_(-1).y08 (outbound) Route map for Stagecoach Northamptonshire service 39 (inbound) HHarringtonarrington KKelmarshelmarsh LLowerower NNewlandewland GGipsyipsy CCentreentre TThorpehorpe MalsorMalsor LLaneane StreetStreet LLoddingtonoddington KKettering.ettering. KKetteringettering GipsyGipsy LaneLane HHallall LaneLane 39

 *# *# MMaidwellaidwell 39 --"--" DDraughtonraughton MMawsleyawsley SSurgeryurgery BBroughtonroughton BBarnwellarnwell OOldld GGorseorse WWayay CCourtourt 3399 PPytchleyytchley IIshamsham OOldld WWhitehite HHorseorse

SScaldwellcaldwell CCherryherry HillHill WWalgravealgrave OOrlingburyrlingbury WWalgrave.algrave. CCrossroadsrossroads WWarar MMemorialemorial LLittleittle HHarrowdenarrowden HHanningtonannington BBrixworthrixworth 9 BBusus GGreatreat HHarrowdenarrowden WWhitehite 339 3399 ShelterShelter Brampton Valley Way Linear Park SwanSwan HHardwickardwick Brixworth Country Park HHolcotolcot FFarmarm CCloselose

3399 PPitsforditsford TThehe SSywell.ywell. HHorseshoeorseshoe B571 OOverstoneverstone RRoadoad SSywellywell PPostost OfficeOffice MMoultonoulton MMearsears AAshbyshby MMoulton.oulton. OOverstoneverstone WWilbyilby BruntingBrunting RRoadoad OOverstoneverstone BBoughtonoughton RRoad.oad. AA4343 39 Sywell Country Park (Nn6) MManninganning CourtCourt RRylandyland RoadRoad SSouthfieldsouthfields WWhitehite HillsHills MMoultonoulton ParkPark Sywell Country GGreatreat DDoddingtonoddington Park (Nn6 0qx) HHillill TTopop BBoothvilleoothville RRectoryectory FarmFarm B573 SStt DDavid'savid's LLingsings BBlackthornlackthorn EEctoncton EEarlsarls BBartonarton KKingsthorpeingsthorpe SSpinneypinney HillHill GGreatreat EEctoncton BrookBrook KKing'sing's HHeatheath BBillingilling KKingsleyingsley ParkPark KKingsthorpeingsthorpe HHollowollow AAbingtonbington SSpencerpencer 9 339 39 CCogenhoeogenhoe WWhistonhiston SStt James'James' NNorthamptonorthampton GGrendonrendon EndEnd LLittleittle HHoughtonoughton CCastleastle AAshbyshby

© OpenStreetMap 2.5 km 5 km 7.5 km 10 km

em-16039_(-1).y08 (inbound) 39 Northampton - Moulton - Broughton - Kettering

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 2 1 2 1 Notes NOSH NOSD NOSH NOSD NOSH Northampton, North Gate Bus Station (Bay 8) 0735 0835 0935 1035 1135 1235 1330 1335 1430 1435 1535 1635 1745 1845 2105 Kingsley Park, White Elephant (NW-bound) 0743 0843 0943 1043 1143 1243 1338 1343 1438 1443 1543 1643 1753 1853 Kingsley, Brookfield Road (NW-bound) 0746 0846 0946 1046 1146 1246 1341 1346 1441 1446 1546 1646 1756 1856 Kingsley Park, o/s Co-op 2114 Boothville, nr Lumbertubs 0755 0855 0955 1055 1155 1255 1350 1355 1450 1455 1555 1655 1805 1905 2122 Moulton Leys, o/s Manning Court 0758 0858 0958 1058 1158 1258 1353 1358 1453 1458 1558 1658 1808 1908 2125 Moulton, opp Parade Bank 0801 0901 1001 1101 1201 1301 1356 1401 1456 1501 1601 1701 1811 1911 2128 Moulton, opp Wantage Close 0805 0905 1005 1105 1205 1305 1400 1405 1500 1505 1605 1705 1815 1915 2132 Overstone, o/s Post Office 0808 0908 1008 1108 1208 1308 1403 1408 1503 1508 1608 1708 1818 1918 2135 Sywell, o/s The Horseshoe 0810 0910 1010 1110 1210 1310 1405 1410 1505 1510 1610 1710 1820 1920 2137 Holcot, opp Farm Close 0816 0916 1016 1116 1216 1316 1411 1416 1511 1516 1616 1716 1826 1926 2143 Hannington, adj Bus Shelter 1831 Walgrave, Crossroads (N-bound) 0821 0921 1021 1121 1221 1321 1416 1421 1516 1521 1621 1721 1837 1931 2148 Old, nr The White Horse 0824 0924 1024 1124 1224 1324 1419 1424 1519 1524 1624 1724 1840 1934 2151 Mawsley, opp Barnwell Court 0829 0929 1029 1129 1229 1329 1424 1429 1524 1529 1629 1729 1845 1939 2156 Kettering, opp Hospital 0847 0947 1047 1147 1247 1347 1442 1447 1542 1547 1647 1747 1903 1957 2214 Kettering, Newland Centre (Stop 6) 0850 0950 1050 1150 1250 1350 1445 1450 1545 1550 1650 1750 1906 2000 2217 Kettering, Bus Interchange (Stop 9) 0853 0953 1053 1153 1253 1353 1448 1453 1548 1553 1653 1753 1909 2003 2220 Saturdays Northampton, North Gate Bus Station (Bay 8) 0735 35 1635 1735 1835 2105 Kingsley Park, White Elephant (NW-bound) 0743 43 1643 1743 1843 Kingsley, Brookfield Road (NW-bound) 0746 46 1646 1746 1846 Kingsley Park, o/s Co-op 2114 Boothville, nr Lumbertubs 0755 55 1655 1755 1855 2122 Moulton Leys, o/s Manning Court 0758 58 1658 1758 1858 2125 then Moulton, opp Parade Bank 0801 01 1701 1801 1901 2128 at Moulton, opp Wantage Close 0805 05 1705 1805 1905 2132 these Overstone, o/s Post Office 0808 08 1708 1808 1908 2135 mins until Sywell, o/s The Horseshoe 0810 10 1710 1810 1910 2137 past Holcot, opp Farm Close 0816 16 1716 1816 1916 2143 each Hannington, adj Bus Shelter 1821 hour Walgrave, Crossroads (N-bound) 0821 21 1721 1827 1921 2148 Old, nr The White Horse 0824 24 1724 1831 1924 2151 Mawsley, opp Barnwell Court 0829 29 1729 1835 1929 2156 Kettering, opp Hospital 0847 47 1747 1853 1947 2214 Kettering, Newland Centre (Stop 6) 0850 50 1750 1856 1950 2217 Kettering, Bus Interchange (Stop 9) 0853 53 1753 1859 1953 2220 Sundays no service

Service Restrictions: 1 - only 21.12.15 to 4.1.16, 15.2. to 19.2. 2 - not 21.12.15 to 4.1.16, 15.2. to 19.2. Notes: NOSD - Operates on Northamptonshire Schooldays only NOSH - Operates during Northamptonshire School Holidays only

Northamptonshire County Council05/11/2015 1321 39 Kettering - Broughton - Moulton - Northampton

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 Notes NOSH Kettering, Bus Interchange (Stop 9) 0603 0700 0903 03 1503 1603 1713 1813 Kettering, Newland Centre (Stop 5) 0607 0704 0907 07 1507 1607 1717 1817 Kettering, o/s Hospital 0611 0708 0911 11 1511 1611 1721 1821 Mawsley, opp Barnwell Court 0624 0727 0924 24 1524 1624 1734 1834 Old, opp The White Horse 0634 0737 0934 34 1534 1634 1744 Walgrave, Crossroads (W-bound) 0937then 37 1537 1637 1747 Walgrave, adj War Memorial 0638 0741 at Hannington, opp Bus Shelter 0643 0746 these Holcot, adj Farm Close 0648 0751 0943mins 43until 1543 1643 1753 Sywell, opp The Horseshoe 0654 0759 0949past 49 1549 1649 1759 Overstone, opp Post Office 0656 0804 0841 0951each 51 1551 1651 1801 Moulton, adj Wantage Close 0659 0809 0844 0954hour 54 1554 1654 1804 Moulton, opp Co-op Store 0703 0815 0848 0958 58 1558 1658 1808 Moulton Leys, opp Manning Court 0707 0820 0852 1002 02 1602 1702 1812 Boothville, o/s Lumbertubs 0710 0825 0855 1005 05 1605 1705 1815 Kingsley, nr Brookfield Road 0720 0835 0905 1015 15 1615 1715 1825 Northampton, North Gate Bus Station (Bay 8) 0734 0849 0927 1027 27 1627 1727 1837 Saturdays Kettering, Bus Interchange (Stop 9) 0603 0718 0903 03 1703 1803 Kettering, Newland Centre (Stop 5) 0607 0722 0907 07 1707 1807 Kettering, o/s Hospital 0611 0726 0911 11 1711 1811 Mawsley, opp Barnwell Court 0624 0739 0924 24 1724 1824 Old, opp The White Horse 0634 0749 0934 34 1734 Walgrave, Crossroads (W-bound) 0937then 37 1737 Walgrave, adj War Memorial 0638 0753 at Hannington, opp Bus Shelter 0643 0758 these Holcot, adj Farm Close 0648 0803 0943mins 43until 1743 Sywell, opp The Horseshoe 0654 0809 0949past 49 1749 Overstone, opp Post Office 0656 0811 0951each 51 1751 Moulton, adj Wantage Close 0659 0814 0954hour 54 1754 Moulton, opp Co-op Store 0703 0818 0958 58 1758 Moulton Leys, opp Manning Court 0707 0822 1002 02 1802 Boothville, o/s Lumbertubs 0710 0825 1005 05 1805 Kingsley, nr Brookfield Road 0720 0835 1015 15 1815 Northampton, North Gate Bus Station (Bay 8) 0734 0849 1027 27 1827 Sundays no service

Service Restrictions: 1 - only 21.12.15 to 4.1.16, 15.2. to 19.2. Notes: NOSH - Operates during Northamptonshire School Holidays only

Northamptonshire County Council05/11/2015 1321 Route map for Stagecoach Northamptonshire service 43 (outbound) B6047 MMarketarket HHarborougharborough B669 LLittleittle StanionStanion Welland Park QQueenueen SStreettreet PPatrickatrick SStreettreet RRookwellookwell 43 DriveDrive CChurchhurch CloseClose B576 4433 AAshsh DDesborough.esborough. GroveGrove BBraybrooke.raybrooke. SSportsports GGroundround TheThe GGreenreen LLibraryibrary DDesboroughesborough BBrookerooke CloseClose HHallall RRothwellothwell DDrakerake 4433 RRockinghamockingham CCloselose LLodgeodge CCottageottage PaddocksPaddocks BBramblesiderambleside MMoorfieldoorfield CCookook KKettering.ettering. RRoadoad CloseClose SSatraatra HHouseouse SSchoolchool GGipsyipsy LLaneane LLaneane KKettering.ettering. GGipsyipsy LLaneane KKetteringettering

3 43 43 GGateate 443 SSurgeryurgery LaneLane BBarnwellarnwell GGrangerange RRoadoad OOldld CCourtourt GorseGorse WWayay 4433 MMawsleyawsley RReded LionLion BBurtonurton LLatimeratimer

WWhitehite HHorseorse TTownsendownsend RoadRoad CCherryherry WWalgrave.algrave. HHillill CCrossroadsrossroads

Brampton Valley Way Linear Park WWhitehite SwanSwan 4433 Brixworth Country Park FFarmarm CCloselose

TThehe B573 HHorseshoeorseshoe B571 PParadearade 2 CChaterhater WWellingboroughellingborough BBankank StreetStreet SSywell.ywell. Irchester Country Park PPostost OOverstoneverstone RRoadoad (Gipsy Lane Irchester) MMoultonoulton RRoundound OOfficeffice Irchester Country Park (Nn29) SSpinneypinney Sywell Country Park (Nn6) Irchester Country WWhitehite HillsHills ParkPark SSouthfieldsouthfields Park (Gipsy Lane) Sywell Country Park (Nn6 0qx) SSunnysideunnyside SStt LLorraineorraine DDavid'savid's DriveDrive BBlackthornlackthorn B573 KKingsthorpeingsthorpe NNewew SSpinneypinney HillHill WWestoneestone EEctoncton BrookBrook B569 DustonDuston KKing'sing's HeathHeath KKingsleyingsley ParkPark DDallingtonallington SSemilongemilong Abington Park KKetteringettering RRoadoad RRacecourseacecourse PPavillionavillion NNorthamptonorthampton 43

Delapre Lake © OpenStreetMap 2.5 km 5 km 7.5 km 10 km

em-16043B(-1).y08 (outbound) 43/X43 Northampton - Broughton - Kettering - Desborough - Market Harborough

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service X43 43 X43 X43 X43 X43 X43 X43 X43 43 43 X43 X43 X43 X43 X43 Northampton, North Gate Bus Station (Bay 8) 0745 0900 00 1500 1605 1705 1805 Kingsley Park, o/s Co-op 0757 0908 08 1509 1614 1714 1814 Boothville, nr Lumbertubs 0812 0917 17 1517 1622 1722 1822 Moulton Leys, o/s Manning Court 0818 0920 20 1520 1625 1725 1825 Moulton, opp Parade Bank 0823 0923 23 1523 1628 1728 1828 Moulton, opp Wantage Close 0827 0927 27 1527 1632 1732 1832 Overstone, o/s Post Office 1530 1635 Sywell, o/s The Horseshoe 1532 1637 Holcot, adj Farm Close 1538 Walgrave, Crossroads (N-bound) 1543 Old, adj Cherry Hill 1546 then Mawsley, opp Barnwell Court 0710 1551 at Broughton, opp Red Lion 0725 0838 0938 38 1600 1648 1748 1848 these Kettering, opp Hospital 0735 0848 0948 48 1611 1658 1758 1858 mins until Kettering, Newland Centre (Stop 8) 0739 0851 0951 51 1615 1701 1801 1901 past Kettering, Bus Interchange (Stop 10) 0641 0742 0744 0854 0856 0954 54 56 1456 1618 1620 1704 1706 1804 1806 1904 each Kettering, Newland Centre (Stop 2) 0645 0748 0900 00 1500 1624 1710 1810 hour Kettering, o/s Satra House 0648 0752 0903 03 1503 1628 1713 1813 Rothwell, adj Drake Close 0658 0802 0913 13 1513 1639 1723 1823 Rothwell, opp Cook Close 0700 0804 0915 15 1515 1641 1725 1825 Rothwell, adj War Memorial 0703 0807 0918 18 1518 1644 1728 1828 Rothwell, adj Underwood Road 0708 0812 0923 23 1523 1649 1733 1833 Desborough, opp Station Road 0714 0819 0929 29 1529 1655 1739 1839 Desborough, opp Sports Ground 0719 0824 0934 34 1534 1700 1744 1844 Braybrooke, adj The Green 0723 0828 0938 38 1538 1704 1748 1848 Market Harborough, Market Hall (Stand M2) 0729 0839 0944 44 1544 1710 1754 1854 Market Harborough, o/s Essex Gardens 0848 0952 52 1552 1801 1901 Market Harborough, Market Hall (Stand M1) 0856 1000 00 1600 1809 1909 Market Harborough, o/s Railway Station 0733 1813 1913 Mondays to Fridays Service X43 X43 X43 Northampton, North Gate Bus Station (Bay 8) 1905 2005 Kingsley Park, o/s Co-op 1914 2014 Boothville, nr Lumbertubs 1922 2022 Moulton Leys, o/s Manning Court 1925 2025 Moulton, opp Parade Bank 1928 2028 Kettering, Bus Interchange (Stop 10) 1906 Kettering, Newland Centre (Stop 2) 1910 Kettering, o/s Satra House 1913 Rothwell, adj Drake Close 1923 Rothwell, opp Cook Close 1925 Rothwell, adj War Memorial 1928 Saturdays Service X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 Northampton, North Gate Bus Station (Bay 8) 0800 00 1605 1705 1805 1905 2005 Kingsley Park, o/s Co-op 0808 08 1614 1714 1814 1914 2014 Boothville, nr Lumbertubs 0817 17 1622 1722 1822 1922 2022 Moulton Leys, o/s Manning Court 0820 20 1625 1725 1825 1925 2025 Moulton, opp Parade Bank 0823 23 1628 1728 1828 1928 2028 Moulton, opp Wantage Close 0827 27 1632 1732 1832 Overstone, o/s Post Office 1635 Sywell, o/s The Horseshoe 1637 Broughton, opp Red Lion 0734 0838 38 1648 1748 1848 then Kettering, opp Hospital 0744 0848 48 1658 1758 1858 at Kettering, Newland Centre (Stop 8) 0747 0851 51 1701 1801 1901 these Kettering, Bus Interchange (Stop 10) 0641 0750 0752 0854 54 56 1556 1704 1706 1804 1806 1904 1906 mins until Kettering, Newland Centre (Stop 2) 0645 0756 00 1600 1710 1810 1910 past Kettering, o/s Satra House 0648 0759 03 1603 1713 1813 1913 each Rothwell, adj Drake Close 0658 0809 13 1613 1723 1823 1923 hour Rothwell, opp Cook Close 0700 0811 15 1615 1725 1825 1925 Rothwell, adj War Memorial 0703 0814 18 1618 1728 1828 1928 Rothwell, adj Underwood Road 0708 0819 23 1623 1733 1833 Desborough, opp Station Road 0714 0825 29 1629 1739 1839 Desborough, opp Sports Ground 0719 0830 34 1634 1744 1844 Braybrooke, adj The Green 0723 0834 38 1638 1748 1848 Market Harborough, Market Hall (Stand M2) 0729 0840 44 1644 1754 1854 Market Harborough, o/s Essex Gardens 0736 0848 52 1652 1801 1901 Market Harborough, Market Hall (Stand M1) 0744 0856 00 1700 1809 1909 Market Harborough, o/s Railway Station 1813 1913 Sundays no service

Northamptonshire County Council05/11/2015 1321 43/X43 Market Harborough - Desborough - Kettering - Broughton - Northampton

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 Market Harborough, Market Hall (Stand M1) 0745 0905 1005 1105 1205 1305 1405 Braybrooke, o/s 3 Desborough Road 0751 0911 1011 1111 1211 1311 1411 Desborough, adj Sports Ground 0755 0915 1015 1115 1215 1315 1415 Desborough, adj Station Road 0801 0917 1017 1117 1217 1317 1417 Rothwell, opp Underwood Road 0807 0923 1023 1123 1223 1323 1423 Rothwell, opp Market Hill 0642 0812 0928 1028 1128 1228 1328 1428 Rothwell, adj Cook Close 0644 0814 0930 1030 1130 1230 1330 1430 Rothwell, opp Drake Close 0647 0817 0933 1033 1133 1233 1333 1433 Kettering, nr Satra House 0658 0828 0944 1044 1144 1244 1344 1444 Kettering, Newland Centre (Stop 6) 0705 0835 0951 1051 1151 1251 1351 1451 Kettering, Bus Interchange (Stop 9) 0527 0630 0707 0708 0837 0838 0953 0954 1053 1054 1153 1154 1253 1254 1353 1354 1453 1459 Kettering, Newland Centre (Stop 5) 0531 0634 0714 0844 0959 1059 1159 1259 1359 1504 Kettering, o/s Hospital 0535 0638 0718 0848 1003 1103 1203 1303 1403 1508 Broughton, o/s Red Lion 0545 0648 0728 0858 1013 1113 1213 1313 1413 1518 Sywell, opp The Horseshoe 0556 0739 0909 Overstone, opp Post Office 0558 0741 0911 Moulton, adj Wantage Close 0601 0744 0914 1024 1124 1224 1324 1424 1529 Moulton, opp Co-op Store 0605 0748 0918 1028 1128 1228 1328 1428 1533 Moulton Leys, opp Manning Court 0609 0752 0922 1032 1132 1232 1332 1432 1537 Boothville, o/s Lumbertubs 0612 0710 0755 0925 1035 1135 1235 1335 1435 1540 Kingsley Park, o/s St Matthews Church 0620 0718 0803 0933 1043 1143 1243 1343 1443 1548 Northampton, North Gate Bus Station (Bay 8) 0630 0728 0813 0943 1053 1153 1253 1353 1453 1558 Mondays to Fridays Service X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 Market Harborough, o/s Railway Station 1815 1915 Market Harborough, Market Hall (Stand M1) 1505 1605 1715 1820 1920 Braybrooke, o/s 3 Desborough Road 1511 1611 1721 1826 1926 Desborough, adj Sports Ground 1515 1615 1725 1830 1930 Desborough, adj Station Road 1517 1617 1727 1832 1932 Rothwell, opp Underwood Road 1523 1623 1733 1838 1938 Rothwell, opp Market Hill 1528 1628 1738 1843 1943 Rothwell, adj Cook Close 1530 1630 1740 1845 1945 Rothwell, opp Drake Close 1533 1633 1743 1848 1948 Kettering, nr Satra House 1544 1644 1754 1859 1959 Kettering, Newland Centre (Stop 6) 1551 1651 1801 1906 2006 Kettering, Bus Interchange (Stop 9) 1553 1559 1653 1659 1803 1804 1908 2008 Kettering, Newland Centre (Stop 5) 1604 1704 1809 Kettering, o/s Hospital 1608 1708 1813 Broughton, o/s Red Lion 1618 1718 1823 Moulton, adj Wantage Close 1629 1729 1834 Moulton, opp Parade Bank 1928 2028 Moulton, opp Co-op Store 1633 1733 1838 1929 2029 Moulton Leys, opp Manning Court 1637 1737 1842 1933 2033 Boothville, o/s Lumbertubs 1640 1740 1845 1936 2036 Kingsley Park, o/s St Matthews Church 1648 1748 1853 1944 2044 Northampton, North Gate Bus Station (Bay 8) 1658 1758 1903 1954 2054 Saturdays Service X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 X43 Market Harborough, Market Hall (Stand M1) 0745 0905 1005 1105 1205 1305 1405 1505 Braybrooke, o/s 3 Desborough Road 0751 0911 1011 1111 1211 1311 1411 1511 Desborough, adj Sports Ground 0755 0915 1015 1115 1215 1315 1415 1515 Desborough, adj Station Road 0801 0917 1017 1117 1217 1317 1417 1517 Rothwell, opp Underwood Road 0807 0923 1023 1123 1223 1323 1423 1523 Rothwell, opp Market Hill 0642 0812 0928 1028 1128 1228 1328 1428 1528 Rothwell, adj Cook Close 0644 0814 0930 1030 1130 1230 1330 1430 1530 Rothwell, opp Drake Close 0647 0817 0933 1033 1133 1233 1333 1433 1533 Kettering, nr Satra House 0658 0828 0944 1044 1144 1244 1344 1444 1544 Kettering, Newland Centre (Stop 6) 0705 0835 0951 1051 1151 1251 1351 1451 1551 Kettering, Bus Interchange (Stop 9) 0540 0707 0708 0837 0838 0953 0954 1053 1054 1153 1154 1253 1254 1353 1354 1453 1459 1553 Kettering, Newland Centre (Stop 5) 0544 0714 0844 0959 1059 1159 1259 1359 1504 Kettering, o/s Hospital 0548 0718 0848 1003 1103 1203 1303 1403 1508 Broughton, o/s Red Lion 0558 0728 0858 1013 1113 1213 1313 1413 1518 Sywell, opp The Horseshoe 0609 0739 0909 Overstone, opp Post Office 0611 0741 0911 Moulton, adj Wantage Close 0614 0744 0914 1024 1124 1224 1324 1424 1529 Moulton, opp Co-op Store 0618 0748 0918 1028 1128 1228 1328 1428 1533 Moulton Leys, opp Manning Court 0622 0752 0922 1032 1132 1232 1332 1432 1537 Boothville, o/s Lumbertubs 0625 0755 0925 1035 1135 1235 1335 1435 1540 Kingsley Park, o/s St Matthews Church 0633 0803 0933 1043 1143 1243 1343 1443 1548 Northampton, North Gate Bus Station (Bay 8) 0643 0813 0943 1053 1153 1253 1353 1453 1558 Saturdays Service X43 Kettering, Bus Interchange (Stop 9) 1559 Kettering, Newland Centre (Stop 5) 1604 Kettering, o/s Hospital 1608 Broughton, o/s Red Lion 1618 Moulton, adj Wantage Close 1629 more Moulton, opp Co-op Store 1633 trips Moulton Leys, opp Manning Court 1637 below Boothville, o/s Lumbertubs 1640 Kingsley Park, o/s St Matthews Church 1648 Northampton, North Gate Bus Station (Bay 8) 1658

Northamptonshire County Council05/11/2015 1321 43/X43 Market Harborough - Desborough - Kettering - Broughton - Northampton

Stagecoach Northamptonshire The information on this timetable is expected to be valid until at least 9th December 2015. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Saturdays Service X43 X43 X43 X43 X43 X43 X43 X43 Market Harborough, o/s Railway Station 1815 1915 Market Harborough, Market Hall (Stand M1) 1605 1705 1820 1920 Braybrooke, o/s 3 Desborough Road 1611 1711 1826 1926 Desborough, adj Sports Ground 1615 1715 1830 1930 Desborough, adj Station Road 1617 1717 1832 1932 Rothwell, opp Underwood Road 1623 1723 1838 1938 Rothwell, opp Market Hill 1628 1728 1843 1943 Rothwell, adj Cook Close 1630 1730 1845 1945 Rothwell, opp Drake Close 1633 1733 1848 1948 Kettering, nr Satra House 1644 1744 1859 1959 Kettering, Newland Centre (Stop 6) 1651 1751 1906 2006 Kettering, Bus Interchange (Stop 9) 1653 1659 1753 1759 1908 2008 Kettering, Newland Centre (Stop 5) 1704 1804 Kettering, o/s Hospital 1708 1808 Broughton, o/s Red Lion 1718 1818 Moulton, adj Wantage Close 1729 1829 Moulton, opp Parade Bank 1928 2028 Moulton, opp Co-op Store 1733 1833 1929 2029 Moulton Leys, opp Manning Court 1737 1837 1933 2033 Boothville, o/s Lumbertubs 1740 1840 1936 2036 Kingsley Park, o/s St Matthews Church 1748 1848 1944 2044 Northampton, North Gate Bus Station (Bay 8) 1758 1858 1954 2054 Sundays no service

Northamptonshire County Council05/11/2015 1321 Proposed School Extension Overstone Primary School, Sywell Road, Overstone Transport Statement

Appendix G TRICS Data

R-TS-T8015PM-01-0 G November 2015 Revision 0 TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Monday 16/11/15 Page 1 JPP Consulting Cedar Barn Walgrave Licence No: 252601

Calculation Reference: AUDIT-252601-151116-1141 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 04 - EDUCATION Category : A - PRIMARY VEHICLES

Selected regions and areas: 02 SOUTH EAST BU BUCKINGHAMSHIRE 1 days EX ESSEX 1 days HC HAMPSHIRE 1 days SC SURREY 1 days 04 EAST ANGLIA SF SUFFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days NR NORTHAMPTONSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NE NORTH EAST LINCOLNSHIRE 1 days NY NORTH YORKSHIRE 1 days WY WEST YORKSHIRE 1 days 08 NORTH WEST MS MERSEYSIDE 1 days 09 NORTH TW TYNE & WEAR 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of pupils Actual Range: 79 to 657 (units: ) Range Selected by User: 79 to 657 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 01/10/14

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 1 days Tuesday 4 days Wednesday 5 days Thursday 3 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 13 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 6 Edge of Town 2 Neighbourhood Centre (PPS6 Local Centre) 5

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known. TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Monday 16/11/15 Page 2 JPP Consulting Cedar Barn Walgrave Licence No: 252601

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Filtering Stage 3 selection:

Use Class: D 1 13 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,000 or Less 2 days 1,001 to 5,000 1 days 5,001 to 10,000 4 days 10,001 to 15,000 1 days 15,001 to 20,000 1 days 20,001 to 25,000 1 days 25,001 to 50,000 3 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,001 to 25,000 1 days 50,001 to 75,000 2 days 75,001 to 100,000 4 days 125,001 to 250,000 3 days 250,001 to 500,000 2 days 500,001 or More 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 9 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 3 days No 10 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Monday 16/11/15 Page 3 JPP Consulting Cedar Barn Walgrave Licence No: 252601

LIST OF SITES relevant to selection parameters

1 BU-04-A-01 PRIMARY SCHOOL BUCKINGHAMSHIRE LOWER ROAD STOKE MANDEVILLE NEAR AYLESBURY Neighbourhood Centre (PPS6 Local Centre) Village Total Number of pupils: 2 0 8 Survey date: WEDNESDAY 01/10/14 Survey Type: MANUAL 2 EX-04-A-01 PRIMARY SCHOOL ESSEX THE STREET ROXWELL NEAR CHELMSFORD Neighbourhood Centre (PPS6 Local Centre) Village Total Number of pupils: 7 9 Survey date: TUESDAY 05/11/13 Survey Type: MANUAL 3 HC-04-A-04 PRIMARY SCHOOL HAMPSHIRE AUSTEN AVENUE

WINCHESTER Edge of Town Residential Zone Total Number of pupils: 2 3 1 Survey date: TUESDAY 20/11/07 Survey Type: MANUAL 4 LN-04-A-01 PRIMARY SCHOOL LINCOLNSHIRE GONERBY HILL FOOT

GRANTHAM Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of pupils: 3 1 2 Survey date: WEDNESDAY 12/06/13 Survey Type: MANUAL 5 MS-04-A-02 PRIMARY SCHOOL MERSEYSIDE BOOKER AVENUE ALVERTON LIVERPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of pupils: 2 6 4 Survey date: THURSDAY 13/06/13 Survey Type: MANUAL 6 NE-04-A-01 PRIMARY SCHOOL NORTH EAST LINCOLNSHIRE SUNNINGDALE ROAD

SCUNTHORPE Edge of Town Residential Zone Total Number of pupils: 1 4 7 Survey date: TUESDAY 20/05/14 Survey Type: MANUAL 7 NR-04-A-01 PRIMARY SCH. NORTHAMPTONSHIRE GRANGE ROAD EASTFIELD PARK NORTHAMPTON Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of pupils: 3 7 6 Survey date: WEDNESDAY 23/05/07 Survey Type: MANUAL 8 NR-04-A-02 PRIMARY SCHOOL NORTHAMPTONSHIRE DAYRELL ROAD

NORTHAMPTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of pupils: 4 0 0 Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Monday 16/11/15 Page 4 JPP Consulting Cedar Barn Walgrave Licence No: 252601

LIST OF SITES relevant to selection parameters (Cont.)

9 NY-04-A-03 PRIMARY SCHOOL NORTH YORKSHIRE DAVISON STREET LINGDALE NR. SALTBURN-BY-THE-SEA Neighbourhood Centre (PPS6 Local Centre) Village Total Number of pupils: 1 3 4 Survey date: TUESDAY 11/09/07 Survey Type: MANUAL 10 SC-04-A-01 PRIMARY SCHOOL SURREY SCHOOL LANE PIRBRIGHT NEAR WOKING Neighbourhood Centre (PPS6 Local Centre) Village Total Number of pupils: 4 1 4 Survey date: THURSDAY 22/11/12 Survey Type: MANUAL 11 SF-04-A-02 PRIMARY SCHOOL SUFFOLK SIDEGATE LANE

IPSWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of pupils: 6 5 7 Survey date: WEDNESDAY 21/05/08 Survey Type: MANUAL 12 TW-04-A-01 PRIMARY SCHOOL TYNE & WEAR GLYNWOOD GARDENS

GATESHEAD Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of pupils: 2 6 0 Survey date: MONDAY 07/10/13 Survey Type: MANUAL 13 WY-04-A-01 PRIMARY SCHOOL WEST YORKSHIRE SHAKESPEARE AVENUE

LEEDS Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of pupils: 3 7 0 Survey date: THURSDAY 19/09/13 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Monday 16/11/15 Page 5 JPP Consulting Cedar Barn Walgrave Licence No: 252601

TRIP RATE for Land Use 04 - EDUCATION/A - PRIMARY VEHICLES Calculation factor: 1 PUPILS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days PUPILS Rate Days PUPILS Rate Days PUPILS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 1 312 0.000 1 312 0.000 1 312 0.000 06:00 - 07:00 1 312 0.013 1 312 0.003 1 312 0.016 07:00 - 08:00 13 296 0.047 13 296 0.014 13 296 0.061 08:00 - 09:00 13 296 0.264 13 296 0.179 13 296 0.443 09:00 - 10:00 13 296 0.033 13 296 0.055 13 296 0.088 10:00 - 11:00 13 296 0.013 13 296 0.012 13 296 0.025 11:00 - 12:00 13 296 0.023 13 296 0.019 13 296 0.042 12:00 - 13:00 13 296 0.028 13 296 0.030 13 296 0.058 13:00 - 14:00 13 296 0.017 13 296 0.027 13 296 0.044 14:00 - 15:00 13 296 0.045 13 296 0.021 13 296 0.066 15:00 - 16:00 13 296 0.171 13 296 0.210 13 296 0.381 16:00 - 17:00 13 296 0.055 13 296 0.091 13 296 0.146 17:00 - 18:00 13 296 0.030 13 296 0.044 13 296 0.074 18:00 - 19:00 12 288 0.021 12 288 0.024 12 288 0.045 19:00 - 20:00 1 312 0.000 1 312 0.000 1 312 0.000 20:00 - 21:00 1 312 0.000 1 312 0.032 1 312 0.032 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.760 0.761 1.521

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 79 - 657 (units: ) Survey date date range: 01/01/07 - 01/10/14 Number of weekdays (Monday-Friday): 13 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed.