P2 Hammersmith PS SIP

8/3/2019 P2 Hammersmith PS SIP

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Introd

uction

HammersmithPumping Station

Currently, untreated sewage regularly overows into the River Thames from Londons Victorian sewerage systemvia combined sewer overows (CSOs). The proposed Thames Tunnel would intercept these overows through theuse of a new storage and transfer tunnel, which would link west London and Abbey Mills Pumping Station. Thesewage ow would then be transferred to Beckton Sewage Treatment Works via the Lee Tunnel. The reductionin untreated sewage entering the River Thames would bring long-term benets for the environment and users ofthe River Thames. In order to deliver the project we need a number of sites along the route and this documentidenties our current preferred site at Hammersmith Pumping Station.

Thames Tunnel

1

Key facts

Local authority: Hammersmith and Fulham

CSO name: Hammersmith Pumping StationCSO spill volume in an average year: 2,200,000m (equivalent to approximately

880 Olympic swimming pools)

Site type: CSO site

Duration of main construction works: Approximately three years.

Siteinformationpaper


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Hammersmith Pumping Station

2

Section 1: Introduction and site informationWe are proposing to use part of a currently vacant site

known as Hammersmith Embankment/Fulham Reach atthe corner of Chancellors Road and Distillery Road for

this construction work and to accommodate permanent

structures required to operate the main tunnel. The site

would be used to connect the existing local CSO, known

as the Hammersmith Pumping Station CSO, to the main

tunnel.

The location of the site is shown in Figure 1A. The site

includes our existing pumping station, located to thesouth of Chancellors Road together with part of the

Hammersmith Embankment/Fulham Reach development

site. The remainder of the Hammersmith Embankment/

Fulham Reach development site is located to the south

and west. Beyond Distillery Road, which is to the east

of the site, is Frank Banfield Park. Along Chancellors

Road, to the north and west of our site, are residential

properties and offices. The site is within the Fulham ReachConservation Area.

This site information paper sets out our proposals at

Hammersmith Pumping Station. We have also produced

project information papers, which cover overarching

topics relating to the project. Where we consider that a

project information paper is particularly relevant, we have

highlighted this in a related documents box. At the end

of this site information paper is a list of other documents,which may be of interest and a glossary of terms.

Related documents:

Build

How we chose this siteCSO

What we proposed at phase one consultation

Through our site selection process, we identified three

possible shortlisted sites to intercept the Hammersmith

Pumping Station CSO. At phase one consultation, which

was held between September 2010 and January 2011, wepresented these sites:

Foreshore, adjacent to Chancellors Wharf

Frank Banfield Park

Hammersmith Pumping Station.

Hammersmith Pumping Station was identified as our

preferred site to intercept the Hammersmith Pumping

Station CSO at phase one consultation.

Why we have amended our proposals

Since January 2011, we have considered the comments

received at phase one consultation, feedback from

ongoing engagement and new information; and

undertaken further technical work. This has resulted in us

re-assessing potential sites to intercept the HammersmithPumping Station CSO.


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Introduction

3

Figure 1A: Hammersmith Pumping Station location plan

N

HammersmithPumpingStation CSO

HammersmithEmbankment/Fulham Reach


Frank Banfield ParkHammersmith

Bridge Chan

cello

rsRoad

DistilleryRoad

Fulham

PalaceRoad

RICHMOND UPONTHAMES

HAMMERSMITH &FULHAM

Local authorityboundary

Draft limit of land tobe acquired or used

Proposed tunnelroute centreline

Existing sewer

Existing CSO


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4

What we are proposing at phase two consultation

We have identified five shortlisted sites to intercept the

CSO, as shown in Figure 1B. These are:Foreshore, adjacent to Chancellors Wharf (site 1)

Frank Banfield Park (site 2)

Adjacent to Hammersmith Pumping Station,

Chancellors Road (site 3)

Thames Water Depot and Pumping Station,

Chancellors Road (site 4)

Hammersmith Pumping Station (our preferred site).

Hammersmith Pumping Station is our preferred siteto intercept the Hammersmith Pumping Station CSO.

This is because it is a brownfield site with good access

and the construction works could be coordinated with

the proposed mixed use development at Hammersmith

Embankment/Fulham Reach. The shaft is located further

away from existing residential dwellings than would be

the case in the other shortlisted sites. The site is alsosmaller than the site presented at phase one consultation

(since we only need a site to intercept the CSO).

Site 1 Foreshore, adjacent to Chancellors Wharfisa shortlisted site which is considered to be less suitable

than our preferred site because vehicular access from

the public highway network is severely limited and

construction activities would have more effects on the

local area and the River Thames.

Site 2 Frank Banfield Park is a shortlisted site whichis considered to be less suitable than our preferred site

because the use of site would result in the loss of public

open space.

Site 3 Adjacent to Hammersmith Pumping Station,Chancellors Road is a shortlisted site which is considered

to be less suitable than our preferred site because thedrop shaft location would limit the potential for future

development of this brownfield site.

Site 4 Thames Water Depot and Pumping Station,

Chancellors Road is a shortlisted site which is consideredto be less suitable than our preferred site becauselocating the drop shaft in the depot would have greater

potential effects on the adjacent residential properties.

Depending on the site layout when intercepting the

CSO, we would need to undertake some of the works in

Chancellors Road, which would mean closing the road for

between nine to eighteen months.

Main tunnel and long connection tunnel

What we proposed at phase one consultation

Through our site selection process, we identified that a

main tunnel reception site and long connection tunnel

drive site was required in the Hammersmith Bridge area.

We identified two shortlisted sites and presented these

at phase one consultation, which was held betweenSeptember 2010 and January 2011.

The sites were:

St Pauls School Playing Fields


Hammersmith Pumping Station was identified as our

preferred site at phase one consultation.

Why we have amended our proposals

Since January 2011, we have considered the comments

from phase one consultation, feedback from ongoing

engagement and new information; and undertaken

further technical work. This work led us to review possible

sites within the western end of the main tunnel and our

tunnelling strategy, which considers how sites might belinked together to construct the main tunnel.


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Introduction

5

Figure 1B: Preferred and shortlisted sites

N

Site 2

Site 1

Site 3

Site 4

FulhamPalaceRoad

HammersmithBridge

RICHMOND UPONTHAMES

HAMMERSMITH &FULHAM

Preferred site Hammersmith

Pumping StationOther shortlistedsite locations

Local authorityboundary


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6

Since phase one consultation, a new planning application

for mixed use development has been submitted,

which covers the area around the Hammersmith

Pumping Station site. If planning permission isgranted, construction could start in the near future.

The development proposals mean that there would be

insufficient space to accommodate a main tunnel site

at the Hammersmith Pumping Station site. Therefore,

we needed to find an alternative site to receive the main

tunnel.

Our review of our tunnelling strategy concluded that the

long connection tunnel, which would link flows from ActonStorm Tanks to the main tunnel, needs to be a similar

diameter to the main tunnel. Therefore we propose to

extend the main tunnel to Acton Storm Tanks to enable

direct connection of the CSO to the main tunnel. This

means that a main tunnel site is no longer required at

Hammersmith Pumping Station.

Related documents:

Changes

Q&A Consultation

Site selection

Acton Storm Tanks

Carnwath Road Riverside

AST

CRR


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Construction

Construction

7

Section 2: Construction

Construction activitiesConstruction activities are required to intercept the

CSO. We would construct an interception chamber to

intercept the CSO. A connection culvert would link the

interception chamber to a drop shaft (approximately

33m deep) through which flows would pass down to

a short connection tunnel. This would then join to the

main tunnel. Figure 2A illustrates the below ground

infrastructure proposed. These activities would take

place within the area indicated by the red line in Figure

1A, in five main phases, lasting approximately three

years in total. The main construction activities at this

site are set out in Table 2.1.

Related documents:

Build

Managing construction

Main tunnel

Drop shaft

Valve chamberShort connection

tunnel

To pumping stationto River Thames

Interceptionchamber

Existing

overfowsewer

Connection culvert

Figure 2A: Illustration showing typical elements of

below ground infrastructure


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Advance works

Phase 1

Site setup

Figure reference Figure 2C

Typical working hours Varies Standard

Mainconstructionactivities

Utilities connected Utilities diverted or protected

Site cleared

Site facilities and access set up

Drop shaft excavated and built

Short connection tunnel excavated and builtAbove and below ground structures constructed

Mechanical and electrical equipment installed

Site restored and landscaped where necessary

Temporary site facilities removed

Table 2.1: Main activities during construction phases

Our typical working hours are expected to be:

Standard: 8am-6pm weekdays, 8am-1pm Saturday*

Extended standard: 6pm-10pm weekdays, 1pm-5pm Saturdays

Continuous: 24 hours a day, seven days a week**

Varies: Working hours for advanced works will depend on the nature of the works and will be agreed

with the local authority

* Standard working hours would also include, subject to agreement with the local authority:

a short period (up to one hour) before works start and after they have finished to allow our workers to prepare for work and check the site.

equipment and machinery maintenance could also take place 1pm-5pm Saturday and 10am-4pm Sunday.

** The main activities taking place 24 hours a day are below ground or within an enclosure.


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Construction

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Phase 2

Drop shaft

construction

Phase 3

Tunnelling

Phase 4

Construction of

other structures

Phase 5

Completion of

works and siterestoration

Figure 2C Figure 2C Figure 2D

Standard with occasional

extended standardContinuous Standard Standard


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Site layout and construction phasesFigures 2C and 2D show how the site might be laid out

during the construction phases, which are set out in Table2.1 and Figure 2B. These layouts have been informed by

the size of the infrastructure proposed, the construction

methods required and the location of neighbouring

buildings and structures. They have also been developed

to minimise effects on the local community and

environment. Particular factors at this site that have

influenced the layout are as follows:

We have arranged the site offices so that they would bepositioned along the northern boundary of the site to

act as a screen from the construction activities for the

residents on Chancellors Road.

Effects of construction works on adjacent land uses

have been minimised by siting as much of the works

as possible within the existing Hammersmith Pumping

Station site.

Access to the site has been located so that it could beshared with the neighbouring developer.

P1

P2

P3

P4

P5

Year 1 Year 2 Year 3

Adva

nce

works

The site layouts are indicative only, and the contractor

may arrange the site in a different way, depending onthe chosen construction methods, provided that any

environmental effects are appropriately managed, and

that the main construction activities are undertaken

within the red line shown in Figure 1A.

Figure 2B: Construction timeline showing approximate

duration of works in phases (P)


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Construction

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Figure 2C: Illustrative phases 1, 2 and 3 construction plan

N

Cranes

Drop shaft

Maximum extent ofconstruction site forphases 1, 2 and 3

Site hoarding

Site support/welfare

Excavated materialstorage and processing

Maintenance workshopand storage

Construction support

Internal site road

Site access

Existing footpath tobe diverted

Footpath diversion


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Figure 2D: Illustrative phase 4 construction plan

N

Crane

Drop shaft

Maximum extent ofconstruction site forphase 4

Site hoarding

Site support/welfare

Excavated materialstorage and processing

Maintenance workshopand storage

Internal site road

Site access

Existing footpath to

be diverted

Footpath diversion


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Construction

13

Additional works and activitiesThe main construction activities at this site are set out in

Table 2.1. We would also need to undertake additionalworks and activities, some of which may be located

outside of the area indicated by the red line in Figure 1A.

The anticipated additional works and activities are set

out in Table 2.2.

When Type of works What we would do

Required for

constructionphase

Installation of equipment to monitorenvironmental matters such as noise,

vibration and dust.

The locations of monitoring equipment would be agreed

with the local authority and relevant landowners.

Protection works to third party structures

(such as buildings, bridges and tunnels).

We would undertake studies to identify any effects our

construction work may have on third party structures.

The studies may recommend particular construction

methods or, in very limited instances, protection works.

Diversion of utilities. Utility diversions may need to be carried out outside ofthe site boundary.

Temporary connection to utilities (such as

water, sewer, phone and electricity supply).

If we are unable to make a connection to utilities within

the site, we would need to make a connection in either

Chancellors Road or Distillery Road.

Traffic management works.

These may need to extend beyond our site and could

include relocating kerb lines, repainting road lines and

modifying traffic signals.

Required for

operational

phase

Permanent connection to utilities (such as

water, phone and electricity supply) for the

operational tunnel.

We expect to connect to utilities from within the site.

Table 2.2: Additional works and activities


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Construction transport and accessWe would transport materials to and from the site by

road. We have considered the use of the River Thamesto transport materials to and from this site. However the

planned Hammersmith Embankment/ Fulham Reach

development, which is likely to be in place when we start

construction, would make river transport from this site

impractical. Table 2.3 sets out the anticipated average

daily number of lorries visiting (ie travelling to and from)

the site during the peak months of each phase.

Construction traffic would access the site fromthe Hammersmith Flyover (A4), travelling around

Hammersmith roundabout, down Fulham Palace Road

(A219) and Chancellors Road, and turning into the site

from a new entrance on Distillery Road. Traffic would

leave the site via the same route. This access route is

shown on Figure 2E. Beyond this, construction traffic

would use the major road network to get to and from its

final destination.

We may need to suspend or relocate some on-street

parking bays along Chancellors Road during construction.There would be minor footpath diversions around the

site, as shown on Figures 2C and 2D. Based on our current

design, we do not anticipate that any road diversions, bus

stop relocations or junction changes would be required.

Phase 1

Site setup

Phase 2

Drop shaftconstruction

Phase 3

Tunnelling

Phase 4

Constructionof other

structures

Phase 5

Completion ofworks and site

restoration

Average daily

lorry visits4 lorries 13 lorries 13 lorries 13 lorries 6 lorries

Table 2.3: Average daily lorry visits during the peak months

Related documents:

Transport


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Construction

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Figure 2E: Proposed access route to the site from the nearest major road

DistilleryRoad

Right turn in,left turn out

Possiblesuspensionof parking

A4 A4

A219

Distillery Road

Fulham Palace Road

Chancellors Road

NRICHMOND UPON

THAMES

HAMMERSMITH &FULHAM

Draft limit of land tobe acquired or used

Internal site road

Site access

Local authority boundary

Transport for London(TfL) road network

Proposed lorry access toTfL road network

H ith P i St ti


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Management of construction worksOur construction works would be managed in accordance

with an agreed Code of construction practice (CoCP).For phase two consultation, we have produced a draft

CoCP Part A: General requirements, informed by CoCPsfrom other major construction projects in London and

consultation with the local authorities. Through the

environmental impact assessment process, scheme

wide principles to address potential effects on the local

environment have been identified and integrated into

the design. The CoCP Part A sets out scheme wide control

measures that would be used to minimise potentialeffects during the construction process.

Table 2.4 sets out what we consider to be the key issues

for this site during construction, and how we are currently

proposing to address them.

Related documents:

Environment


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Construction

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Issue Our response

Possible effect on the early

commencement of the plannedHammersmith Embankment/Fulham

Reach mixed use development

by St George PLC on the vacant

Hammersmith Embankment site

adjacent to the pumping station.

We have worked with the developer to agree a programme of works

that would facilitate both the construction of the tunnel and phased

commencement of their development.

Potential loss of and damage to trees

near the corner of Chancellors Roadand Distillery Road.

Only a small number of trees would need to be removed in this location.

We are in discussions with the developer of the proposed Hammersmith

Embankment/Fulham Reach development regarding their plans for this part

of the site, which would include any replacement planting, if necessary.

Possible effect of construction vehicles

on the volume of traffic on Chancellors

Road and Distillery Road, with

associated effects on local residents

trying to access Frank Banfield Park.

We have sought to minimise disruption to the local road network through

our site layout and design. We would manage the effects of road transport

through our traffic management plans, which will seek to limit the number

of vehicle movements and hours of operation, identify the most suitable site

access points and any necessary highway management arrangements.

Possible effect of noise and vibration on

neighbouring areas.

The contractor would be required to implement noise and vibration control

measures at the worksite, which will be set out in the CoCP. Continuous

tunnelling would only be undertaken for a short period of time to construct a

connection tunnel from the drop shaft to the main tunnel.

Possible effects on local air quality and

dust nuisance in neighbouring areas.

Preliminary findings indicate that while there is the potential for dust

nuisance effects, there are unlikely to be any significant local air quality

effects at any of the sites. The contractor would put in place air and dust

control measures at the worksite, which will be set out in the CoCP.

Table 2.4: Key issues relating to construction

Related documents:

Managing construction Transport

Hammersmith P mping Station


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Section 3: Future use

This section describes the site after the completion of the

construction work, ie when the main tunnel is in use the

operational phase.

Design

Since phase one consultation, we have progressed the

design for the permanent use and appearance of the

structures at Hammersmith Pumping Station. The design

of the permanent proposals follows our scheme-wideprinciples and takes into account comments made

and ongoing engagement with the London Borough

of Hammersmith and Fulham and other technical

consultees.

Our permanent works need to incorporate functional

elements, which are required for the operation of the

tunnel. These include:

Underground structures with ground level access covers

including: a CSO drop shaft with an internal diameter

of approximately 11m, connection tunnel to the main

tunnel, connection culvert, interception chamber, valve

chamber and a passive filter chamber.

A ventilation structure up to 6m high.

Maintenance vehicle access.

Table 3.1 sets out the site specific issues that have

influenced our permanent design proposals and how we

have addressed them in our proposed design.

Future use


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Future

use

Future use

19

Issue Our response

Effects on surrounding

residents and proposed new

properties of the planned

Fulham Reach residential

development.

The permanent works have been designed in conjunction with the new mixed use

development proposed at the Hammersmith Embankment/Fulham Reach site to

ensure the designs are complementary.

The arrangement of the permanent works means that they would either be located

underground, within the existing pumping station site or within new public areas,

thereby minimising the effect on existing and future residential properties.

Existing site utilities.The permanent works have been designed to minimise the effect and any risk of

disruption to existing utilities along Chancellors Road.

Table 3.1: Site specific issues that have influenced our permanent design



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Figure 3A: Photo of the site before the works

Figures 3A, 3B, 3C and 3D show the current site and

provide illustrations of our design proposals. Further

information on the development of our design can be

found in the Design development report.

Related documents:

Design

Future use


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Future use

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Figure 3B: Artists impression of the site after the works are completed



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Figure 3C: Aerial view of the completed works

Future use


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Figure 3D: Layout of site once construction works complete

Landscaping of shaftand access covers to becompleted by others as

part of development

Residential development(by others)

Existing sewerstructure

Ventilation structuresadjacent to existingsewer structure

New boundary wallAccess formaintenance vehicles

Chan

cello

rsRoa

d

DistilleryRoad

N

Electrical and controlequipment locatedwithin existing building




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Operation and maintenanceOnce the tunnel is operational, we would need access

to the site occasionally for inspection and maintenance

purposes. We expect to visit the site approximately

once every three to six months to carry out inspections

and maintenance of the ventilation and below ground

equipment. This is likely to involve a visit by staff in a

small van, and may take several hours.

Once every ten years, we expect to carry out a major

internal inspection of the tunnel and underground

structures. This is likely to involve a small team of

inspection staff, a small team of support crew and two

mobile cranes to lower the team into the shaft. This is

likely to take several days and would require temporary

fencing around the shaft for safety and security while the

inspection takes place.

We may also need to make visits to the site for unplanned

maintenance or repairs, for example, if there is a blockage

or equipment failure. This may require the use of mobile

cranes and vans.

Access would be from within the pumping station

compound on Chancellors Road, or from Distillery Road.

Management of operational effectsWe have undertaken technical work, including stakeholder

engagement, to assess and identify the key issues

associated with this site once it is operational. Table

3.2 summarises these issues and how we are currently

proposing to address them.

Future use


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Issue Our response

Possible odour effects during

the operation of the tunnel.

Odour effects at this site are expected to be negligible because we have developedanAir management plan to minimise possible odour and air quality effects arisingfrom the operation of the tunnel. The technology we are proposing to use at this site

includes the use of passive below ground carbon filters that will remove possible odour

before air leaves the ventilation equipment.

Disturbance from future

maintenance access.

Permanent access would be required for maintenance and servicing purposes to the

shaft and ventilation equipment. Any planned maintenance visits would be undertaken

during normal working hours and all visits managed to avoid disruption to local

residents, businesses and users of affected public areas as far as possible.

Table 3.2: Key issues relating to site operation

Related documents:

Odour

Further information


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u t e o at o

This section sets out documents which may be of particular interest. Further information on our proposals can be

found on our website (www.thamestunnelconsultation.co.uk) or is available upon request (call our customer centre

on 0800 0721 086).

Phase two public consultation material

Project information papers include general information about the Thames Tunnel project. There are 17 project

information papers, which cover various aspects of the project. Those project information papers that may be of

particular interest are set out below.

Icon Title Details

Build

Provides information on the different types of sites required for the Thames Tunnel

project and the typical construction activities that will be undertaken at each site.

Changes

Explains how the scheme has changed compared to that presented at phase one

consultation, including changes to the tunnelling strategy for the main tunnel and

changes to sites.

Q&A Consultation

Sets out the consultation we have undertaken to date on the project, the scope

of this phase two consultation and how interested parties can respond to thisconsultation.

DesignContains the design principles which have influenced the permanent appearance of

our sites once construction work is complete.

EnvironmentSets out the process the project is following to assess potential environmental effects

of the Thames Tunnel project.

Managing

construction

Includes information on what measures our contractors will put in place at our sites

during construction.

Odour Sets out ourAir management plan and how it will work.

Options Outlines the various ways to deal with sewage overflows.


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Phase two public consultation material

Icon Title Details

OverflowSets out how Londons sewerage system works and why the capital has an overflow

problem.

Route and

tunnel

alignment

Sets out the preferred route of the main tunnel and the reasons for our preference.

Site selection Sets out the process we followed to find and select our preferred sites.

Transport Contains information on the different transport options we have considered fordelivering and removing materials from our sites.

Site information papers provide information that relate to each preferred site along the route of the Thames Tunnel

project. The following site information papers may be of particular interest.

Acton Storm Tanks

Carnwath Road RiversideCRR

AST

Further information


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Technical reports

Theme Icon Title Details

Phase one

consultation1

SUMMARY

Report on phase one

consultation:

summary report

Provides a summary of the comments made at phase one

consultation and our responses.

Phase two

construction

information

Code of construction

practice Part A:

General

requirements (CoCP)

Sets out control measures to be adopted during the project

construction period.

Phase two

environmental

information

Air management

plan

Outlines the methods which we will use to manage odour

from the main tunnel at all our preferred sites.

Preliminary

environmental

information report

(PEIR)

Contains initial assessments on the environmental effects of

the Thames Tunnel project based on information collected to

date. Please refer to volume 8 of the non-technical summary

and volume 8 of the PEIR for more information on this site.

Phase two scheme

development

Design development

report

Provides a general overview of how the scheme design at

each site has evolved to date. Please refer to chapter 5 for

more information on this site.

2

Phase two scheme

development report

Provides an overview of the development of the Thames

Tunnel project and how each site was chosen. Please refer to

Appendix B for more information on this site.

Site glossary


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g y

Term Definition

Carbon filters Filters that remove odours before the air is released from the tunnel.

Combined sewer A single sewer system that takes both rainwater and domestic and industrial wastewater.

Combined sewer

overflow (CSO)

A structure, or series of structures, that allows sewers to overflow into the river when they

are full as a result of increased rainfall. Without the overflows, the sewers would back up

and cause flooding in streets or houses.

Connection tunnel A tunnel connecting a drop shaft to the main tunnel.

Conservation areaAn area designated by the local authority or English Heritage as having special

architectural or historical interest.Draft limit of land to be

acquired or used

The extent of land that we may need to use or acquire, or over which rights may be needed

to carry out works that are essential to the project.

Drop shaft

A vertical circular concrete structure, used to drop flows from the high level of the CSO to

the low level of the main tunnel. It would also be used to provide access to construct the

connection tunnels.

Foreshore Ground uncovered by the river when the tide is low.

Interception chamberA structure, built on an existing combined sewer, which diverts stormwater overflow into themain tunnel.

Main tunnel/connection

tunnel drive site

A site that would be used to construct the main tunnel or connection tunnel. The excavated

material would be removed from the tunnel and the concrete tunnel lining segments would

be delivered to the tunnel at the main/connection tunnel drive site.

Main tunnel/connection

tunnel reception site

The tunnel would be constructed from a drive site to a reception site. Once the tunnel

arrives at the reception site, the tunnel boring machine would be dismantled and removed.

Main tunnel The tunnel from Acton Storm Tanks to Abbey Mills Pumping Station.

Operational phase After the completion of the construction work, when the main tunnel is in use.

Thames Tunnel project

The Thames Tunnel project comprises a storage and transfer tunnel, from west London to

Beckton Sewage Treatment Works in east London, and the control of 34 CSOs along the

Thames Tideway.

Transport for London

Road Network (TLRN)

The network of roads managed by Transport for London. These are the major or strategic

roads, which have high capacity.


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Phase two consultation: Hammersmith Pumping Station

For further information or to comment on our

proposals see our website:

www.thamestunnelconsultation.co.uk

110-ED-PNC-00000-000083

Autumn 2011

It is very important that you understand theinformation we have provided. If you needfurther information in another language,

braille, large print or audio format pleasecontact us on 0800 0721 086.

P2 Hammersmith PS SIP

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