p2 falconbrook ps sip

8/3/2019 P2 Falconbrook PS SIP

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Introd

uction

Introd

uction

FalconbrookPumping 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 of

the 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 Falconbrook Pumping Station.

Thames Tunnel

Siteinformationpaper

1

Alternative to Bridges Court Car Park

Key facts

Local authority: Wandsworth

CSO name: Falconbrook Pumping StationCSO spill volume in an average year: 710,000m (equivalent to approximately

284 Olympic swimming pools)

Site type: CSO site

Duration of main construction works: Approximately three years.


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Falconbrook Pumping Station

2

We are proposing to use our existing pumping station

and adjacent disused toilet block for this constructionwork 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 Falconbrook

Pumping Station CSO, to the main tunnel.

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

Gardens, a local park is adjacent to the site, beyond

which, to the east, is the Winstanley Estate. York Gardens

Library and Community Centre are to the south with YorkGardens Adventure Playground, which incorporates the

One Oclock Club, to the north. To the west is York Road

(A3205).

Section 1: Introduction and site information

Related documents:

Build

This site information paper sets out our proposals at

Falconbrook Pumping Station. We have also producedproject 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.


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Introduction

3

Figure 1A: Falconbrook Pumping Station location plan

FalconbrookPumpingStation CSO

FalconbrookPumping Station

York Road CommunityCentre/Library

Ploug

hRoad

Brid

ges

Court

York

Gardens

Winstanley EstateLavenderRoad

Newcome

nR

oad

York GardensAdventure Playground

N

WANDSWORTH

HAMMERSMITH &FULHAM

York

Roa

d Local authority boundary

Draft limit of land tobe acquired or used

Proposed tunnelroute centreline

Existing sewer

Existing CSO


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4

How we chose this site

What we proposed at phase one consultationAt phase one consultation, which was held between

September 2010 and January 2011, Bridges Court Car

Park was presented as our preferred site to intercept the

Falconbrook Pumping Station CSO.

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 has resulted in us re-assessing

potential sites to intercept the Falconbrook Pumping

Station CSO.

We identified one potential new site, Falconbrook

Pumping Station, which includes our existing pumping

station and the adjacent disused toilet block off York

Road (A3205). Prior to phase one consultation, the

disused toilet block was identified as part of the site

selection process but was considered to be too small on

its own, so we did not progress this site any further.

We also examined the pumping station site on its own

and based on early design work and consideration of the

technical issues identified; we were not able to confirm it

was technically viable. This site was not progressed any

further. Since January 2011, further technical work has

concluded that the pumping station site combined with

the disused toilet block is feasible, although it would still

present technical challenges to intercept the CSO.

Given the identification of this potential new site, in

June 2011, we held drop-in sessions with the community

around the site to understand any local issues they may

have, should there be a site at this location. We reviewed

all the comments we received and took these into

account as part of the site selection process.

What we are proposing at phase two consultationWe have identified five shortlisted sites to intercept the

CSO, as shown in Figure 1B. The sites are:

Foreshore near London Heliport, Lombard Road (site 1)

Bridges Court Car Park (site 2)

York Gardens, adjacent to York Road (site 3)

York Gardens, adjacent to Pennethorne House (site 4)

Falconbrook Pumping Station (our preferred site).

Falconbrook Pumping Station is our preferred site tointercept Falconbrook Pumping Station CSO because it

would cause less disruption to the wider local community

in comparison to the other shortlisted sites and would

potentially provide an improved public space after our

works are complete. We also own most of the site unlike

Bridges Court Car Park.


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Introduction

5

Figure 1B: Preferred and shortlisted sites

Site 1

Site 2Site 3

Site 4

N

YorkGardens

YorkR

oad

WANDSWORTH

Preferred site FalconbrookPumping Station

Other shortlisted sitelocations

Local authority boundary

Brid

ges

Court


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6

Site 1 Foreshore near London Heliport, Lombard Roadis a shortlisted site because it is considered that it is less

suitable than our preferred site. The site could affect

residential amenity as it is adjacent to, and overlookedby, a new multi-storey residential apartment block. Road

access is limited to a narrow route, which passes the

recent residential development. The primary construction

and operational access would therefore have to be via

the River Thames and, due to the requirement for a

cofferdam to protect the works from the River Thames

and river-based access, the foreshore site would also take

longer to construct.

Site 2 Bridges Court Car Park is a shortlisted sitebecause compared to our preferred site, it is judged to

have greater potential effects on residential and business

amenity. The site has also been identified for residential

use in the councils planning policies. In addition, a

planning application for a residential scheme has been

submitted on this site.

Site 3 York Gardens, adjacent to York Road is ashortlisted site. It is considered less suitable than our

preferred site due to the loss of a play area and public

open space. Use of this site would also require the cutting

down of mature trees, which provide the childrens centre

with screening from York Road (A3205).

Site 4 York Gardens, adjacent to Pennethorne House is a shortlisted site. Use of this site would result in the

temporary loss of the public open space in York Gardensand construction activities would be in close proximity to

the apartment block, Pennethorne House. The site would

also likely require access through a number of narrow

residential roads. It is therefore considered less suitable

than our preferred site.

Related documents:

Changes

Q&A Consultation

Site selection


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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

40m 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.

Figure 2A: Illustration showing typical elements of below ground infrastructure

Main tunnel

Drop shaft

Short connectiontunnel

Valve chamber

To pumping station,to River Thames

Interception

chamber

Existing sewer

Connection culvert

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 associated with these phases are

set out in Table 2.1.


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8

Advance works

Phase 1

Site setup

Figure reference Figure 2C

Typical working hours Varies Standard

Mainco

nstructionactivities

Utilities connected

Utilities diverted or protected

Site cleared

Site facilities and access set up

Drop shaft excavated and built

Short connection tunnel excavated and built

Above and below ground structures constructedMechanical and electrical equipment installed

Site restored and landscaped

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

9

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 Continuous Standard Standard

Related documents:

Build

Managing construction


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10

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:

The size of the construction site required has beenreduced to limit the effect on the adjacent York Garden

Library and Community Centre and York Gardens

Adventure Playground.

The size of the construction site has been reduced to

utilise land in our ownership as much as possible.

Construction site access is proposed off York Road

(A3205) to reduce the effects on adjacent residential

properties in the Winstanley estate.

The site layout has been arranged so that access to the

York Garden Library and Community Centre and YorkGardens Adventure Playground would be maintained

during construction.

The site layouts are indicative only, and the contractor

may arrange the site in a different way, depending on

the 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.

P1

P2

P3

P4

P5Advance

works

Year 1 Year 2 Year 3

Figure 2B: Construction timeline showing approximate

duration of works in phases (P)


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Construction

11

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

Cranes

Drop shaft

N

WANDSWORTHMaximum extent ofconstruction site for

phases 1, 2 and 3Site hoarding

Site support/welfare

Excavated materialstorage and processing

Maintenance workshopand storage

Construction support

Internal site road

Site access

Existing footpathto be diverted

Footpath diversion


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12

Figure 2D: Illustrative phase 4 construction plan

Cranes

Dropshaft

Piling rig

N

WANDSWORTHMaximum extent ofconstruction site for

phase 4Site hoarding

Site support/welfare

Maintenance workshopand storage

Internal site road

Site accessExisting footpathto be diverted

Footpath diversion


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Construction

13

Additional works and activitiesThe main construction works 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 forconstruction

phase

Installation of equipment to

monitor environmental matterssuch as noise, vibration and dust.

The locations of monitoring equipment would be agreed with thelocal 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.

If protection works are required to the existing sewer, we would

access the sewer network through existing manholes.

Diversion of utilities.If utility diversions are required, we would work with utility

providers to undertake the necessary works.

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 to utilities in York Road

(A3205) or Newcomen Road.

Traffic management works.These may need to extend beyond our site and could includerelocating 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 access

We would transport materials to and from the site by

road. Table 2.3 sets out the anticipated average dailynumber of lorries visiting (ie travelling to and from) the

site during the peak months of each phase.

Construction traffic would access the site travelling south

along York Road (A3205) and turning left into the site via

a new entrance off York Road (A3205). A second entrance

would be constructed to enable vehicles to exit the site

by turning left onto York Road (A3205). The two new

vehicle entrances would be for the construction periodonly and would be removed once work is complete. It is

not proposed that significant numbers of construction

vehicles would access the site via residential roads located

to the east. 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 would need to temporarily relocate the bus stop

on York Road (A3205) during construction. This wouldbe returned to its current position after construction is

completed. In addition there would be a short diversion

of the footpath between York Road (A3205) and York

Gardens Playground, as shown on Figures 2C and 2D.

Based on our current design, we do not anticipate that

any road diversions or parking bay suspensions would

be required.

Phase 1Site setup

Phase 2Drop shaft

construction

Phase 3Tunnelling

Phase 4Construction

of otherstructures

Phase 5Completion ofworks and site

restoration

Typical

daily lorry

movements

6 lorries 9 lorries 10 lorries 6 lorries 6 lorries

Table 2.3: Average daily lorry visits during the peak months

Related documents:

Transport


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Construction

15

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

Left turn in

A3205

York Road

Left turn out

YorkR

oad

N

WANDSWORTH

HAMMERSMITH &FULHAM

Draft limit of land tobe acquired or used

Internal site road

Site access

Local authority boundary

Transport for London(TfL) road network

F l b k 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

Managing construction

Transport


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Construction

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Issue Our response

Effect of construction activities on the

recreational enjoyment and use of YorkGardens and other local amenities,

including York Gardens Adventure

Playground and York Garden Library and

Community Centre.

We would manage the construction site in order to minimise disruption to

those using the Gardens and other local amenities. Specific measures would

be set out in the CoCP.

Construction activities may affect vehicle

access and parking at York Garden

Library and Community Centre.

We are working with the London Borough of Wandsworth to ensure that

the York Garden Library and Community Centre can continue to be served

by vehicles as required, and that necessary parking is accommodated

possibly by temporary modifications to York Gardens.

The location of site access onto York

Road (A3205) may disrupt vehicle flows

along York Road (A3205) and the wider

operation and capacity of the local road

network.

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

our site layout and design. In particular, site access from York Road (A3205)

would minimise the effect on adjacent residential roads. 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.

Reduced pedestrian access into and

through York Gardens via the existing

footpath to the north of the York Garden

Library and Community Centre.

We would provide a suitable temporary footpath diversion around the

construction site.

Construction activities would require the

temporary relocation of the adjacent bus

stop on York Road (A3205).

The bus stop would be relocated further north along York Road (A3205) to

avoid any potential conflict with construction vehicles entering and leaving

the site. Following completion of construction works, it would be reinstated

in its current location.

Possible effect of noise and vibration on

neighbouring areas.

The contractor would be required to implement noise and vibration controlmeasures 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

Falconbrook 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

The design of the permanent use and appearance of the

structures at Falconbrook Pumping Station follows our

scheme-wide principles and takes into account comments

raised during ongoing engagement with the LondonBorough of Wandsworth 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 9m, connection tunnel to the main

tunnel, connection culverts, interception chamber, valve

chamber and a passive filter chamber.

A main ventilation column up to 6m high.

A small diameter ventilation column to the interception

chamber up to 6m high.

Maintenance vehicle access.

Electrical and control equipment installed within the

existing pumping station.

Table 3.1 sets out the site specific issues that have

influenced our permanent design proposals and how wehave addressed them in our proposed design.

Future use


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Future

use

Future use

19

Issue Our response

Visual effect of the permanent

works.

The above ground permanent works would be located mainly within the existing

pumping station compound. The exception would be the ventilation structure and

other permanent below ground works that would be located within well designed

potential new areas of public space.

The ventilation structure would be of a high quality design to ensure that it enhances

rather than detracts from the new area of public space.

Effect on York Gardens.

There would be no permanent effects on York Gardens from the operation of the

site which could be enhanced by any potential new areas of planted open space. An

enhanced access route to the gardens would be provided.

Effect on local amenities,

including York Garden Library

and Community Centre and

the York Gardens Adventure

Playground.

There would be no permanent effects on the York Gardens Library and Community

Centre or the York Gardens Adventure Playground from the operation of the site.

The proposals would help to link parts of York Gardens with key facilities and provide

an enhanced setting for local amenities.

The permanent layout and design of the site would require the removal of a disused

public toilet block, located adjacent to the pumping station in York Gardens. Ourproposals for the permanent layout and design of the site involve the replacement

of the toilet block with a planted public area that would link York Garden Library and

Community Centre and the York Gardens Adventure Playground.

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

21

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

Ventilation structures

within compound

Electrical and controlequipment within

existing building

Timber seatingRaised planter overCSO drop shaft

Falconbrook PumpingStation wall to be reinstated

Existing sewer

structure

York

Road

N

Ventilation column

Railings to bereinstated to

match existing

Existing bus stopto be reinstated

Valve chamberwithin compound



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Operation and maintenanceOnce the tunnel is operational, we expect to undertake

inspection and maintenance of the ventilation and below

ground equipment approximately once every three to six

months. This will be undertaken within our site and as

part of the existing maintenance routine.

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.

Permanent vehicular access would be from NewcomenRoad/ Lavender Road, which is the same as the current

arrangement for the existing pumping station.

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 developed

anAir 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.

Further information


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Technical reports

Theme Icon Title Details

Interim

engagement

Interim engagement

report

Provides a summary of the public engagement we

have undertaken between phase one and phase two

consultations.

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 twoenvironmental

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 14 of the non-technical

summary and volume 14 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 11 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 H for more information on this site.

Site glossary


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29

g y

Term Definition

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

CofferdamA wall that is constructed within the river around the outside of the working area and then

pumped dry. The inside of the cofferdam can then be filled to create a safe working area.

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 overflow, the sewer would back up and

cause flooding in streets or houses.

Connection tunnel A tunnel connecting a drop shaft to the main tunnel.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 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: Falconbrook Pumping Station

For further information or to comment on our

proposals see our website:

www.thamestunnelconsultation.co.uk

110-ED-PNC-00000-000081

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 falconbrook ps sip

Documents