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Appendix T Earl Pumping Station
Appendix T Earl Pumping Station
T.1 Introduction
T.1.1 This appendix sets out the site selection process that we used and ourrationale for identifying our preferred phase one and phase twoconsultation sites to intercept the Earl Pumping Station CSO.
Type of site
T.1.2 We need a worksite to connect the local combined sewer overflow (CSO),known as the Earl Pumping Station CSO, to the Greenwich connectiontunnel which will transfer flows to the main tunnel. To enable theconnection to be made, the site needs to be as close as possible to theexisting CSO outfall.
Site selection process
T.1.3 All potential worksites have been identified in accordance with our siteselection methodology (SSM), which involved a sieving approach,commencing with identification of all potentially suitable areas of land(excluding concentrated residential sites and World Heritage Sites) andpassing these sites through increasingly detailed levels of assessment tomove from a long list to a draft short list, a final short list and finally a list ofpreferred sites for phase one consultation.
T.1.4 A plan showing all the sites considered for the interception of the EarlS CSO
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P i St ti CSO d h th d d i th it l ti
Appendix T Earl Pumping Station
T.2.2 In total, 33 sites were included on the long list. These sites wereassessed having regard to the high-level considerations set out in Table
2.2 of the SSM (hereafter referred to as Table 2.2) including engineering(site size, site features, access and availability of jetty/wharf), planning andenvironment (heritage, landscape/townscape, open space and ecological)and community and property (neighbouring land uses, site use, SpecialLand/Crown Land and acquisition costs) considerations.
T.2.3 The table below provides a summary of the outcome of the Table 2.2assessment in respect of the long list of sites considered for the
interception of this CSO. Sites which were assessed as being the leastconstrained when considered against Table 2.2 considerations passed tothe draft short list. This did not necessarily mean that these sites wouldultimately be judged as suitable, but that no significant constraints wereidentified in relation to the high-level considerations addressed at Table2.2. Sites that were judged to be more constrained were notrecommended to be retained on the draft short list for more detailedassessment. The main rationale for the exclusion of these sites at thisstage is summarised in the table below.
Table T.1 Long list to draft short list for the interception of the EarlPumping Station CSO (Table 2.2 assessment)
Site ID Site name/description Recommendation and rationale
C31XA Foreshore Recommendation: To draft shortlist
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Appendix T Earl Pumping Station
Site ID Site name/description Recommendation and rationale
C31XG Marina Recommendation: To draft shortlist
C31XH
Private gardens and carparking for flats on RopeStreet and RainbowQuay
Recommendation: Not to draftshortlist
Rationale: Site very restrictive andwould require a long/difficultconnection between drop shaft andinterception chamber.
C31XJGardens and car parkingof houses on DunnageCrescent
Recommendation: Not to draftshortlist
Rationale: Would include residentialcurtilage.
C31XK
Car parking to
factory/office/commercialon Plough Way Recommendation: To draft shortlist
C31XL
Strip of grass openspace between C31XKand houses onKempthorne Road
Recommendation: Not to draftshortlist
Rationale: Would require along/difficult connection between dropshaft and interception chamber andwould include residential curtilage.
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Appendix T Earl Pumping Station
Site ID Site name/description Recommendation and rationale
C31XRCar park and Rope Stproperties (and sailingclub)
Recommendation: Not to draftshortlist
Rationale: Site too narrow and wouldrequire a long/difficult connectionbetween drop shaft and interceptionchamber.
C31XS Car and boat park forsailing club on Rope St
Recommendation: Not to draftshortlist
Rationale: Would require along/difficult connection between dropshaft and interception chamber.
C31XT
Car park for residentialapartments betweenPlough Way and RopeStreet
Recommendation: Not to draftshortlist
Rationale: Would require along/difficult connection between drop
shaft and interception chamber.
C31XUCar park servingcommercial propertiesoff Plough Way
Recommendation: To draft shortlist
C31XVCar park for apartmentsoff Plough Way
Recommendation: To draft shortlist
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Appendix T Earl Pumping Station
Site ID Site name/description Recommendation and rationale
C31YC Sub station
Recommendation: Not to draftshortlist
Rationale: Public infrastructure electricity substation. Land comprisesspecial land in legislative terms.Acquisition costs likely to be relativelyhigh.
C31YD Grounds of flats alongChilton Grove.
Recommendation: Not to draft
shortlistRationale: Would include residentialcurtilage.
C31YECar park and grounds offlats along Plough Way.
Recommendation: Not to draftshortlist
Rationale: Site very restrictive andwould require a long/difficult
connection between drop shaft andinterception chamber. Would includeresidential curtilage.
C31YG
Garden/grounds of flatsalong Plough Way,Yeoman St and ChiltonGrove.
Recommendation: Not to draftshortlist
Rationale: Would require a long/difficult connection between drop shaftand interception chamber. Would
include residential curtilage
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Appendix T Earl Pumping Station
Assessment of draft short list sites
T.2.6 The 14 draft short list sites identified for further assessment at the nextstage were:
C31XA: Foreshore
C31XB: Parking and seating area in St Georges Square
C31XC: Boat yard off Calypso Way
C31XG: Marina
C31XK: Car park to factory/office/commercial on Plough Way
C31XN: Hardstanding/car park serving large factory/warehouse
C31XU: Car park serving commercial properties off Plough Way
C31XV: Car park for apartments off Plough Way
C31XX: Yeoman Street Industrial Area
C31XY: Earl Pumping Station
C31XZ: Industrial/warehouses
C31YA: Timber Yard off Yeoman Street
C31YB: Area of hardstanding for industrial building off Yeoman Street
C31YK: Waste ground off Plough Way.
T 2 7 Th it f th d b th i i l i
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Appendix T Earl Pumping Station
Table T.2 Draft short list to final short list for the interception of theEarl Pumping Station CSO (Table 2.3 assessment)
Site IDSite name/description
Recommendation and rationale
C31XA Foreshore Recommendation: Retain on short list
C31XB
Parking and seating
area in St GeorgesSquare
Recommendation: Retain on short list
C31XCBoat yard off CalypsoWay
Recommendation: Retain on short list
C31XG Marina
Recommendation: Not to shortlist
Rationale: Engineering Considerable
constraints on connection feasibility.
Community Cumulative effect on themarina and adjacent residentialproperties, so likely to have impact oncommunity cohesion and health andwell-being as well as some
dist rbance to local econom
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Appendix T Earl Pumping Station
Site IDSite name/description
Recommendation and rationale
Potential impact on residential amenity
Community Number of sensitivereceptors adjacent to the site.
Property Potential impact onresidential flats and implications interms of claims.
C31XVCar park forapartments offPlough Way
Recommendation: Not to shortlist
Rationale:
Engineering Constrained by adjacentbuildings and connection difficult.
Planning/Environment Potentialimpact on several designations.Potentially significant impact onresidential amenity.
Community Number of sensitivereceptors adjacent to site.
Property Potential impact onresidential flats and implications interms of claims.
Recommendation: Not to shortlist
R ti l
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Appendix T Earl Pumping Station
Site IDSite name/description
Recommendation and rationale
C31YBArea of hardstandingfor industrial buildingoff Yeoman Street
Recommendation: Not to shortlist
Rationale:
Engineering Concerns about sitedimensions and other constraints.
Community Number of sensitivereceptors adjacent to the site.
C31YKWaste ground offPlough Way
Recommendation: Not to shortlistRationale:
Engineering Relatively narrow site.
NB. The Site ID and Site name/description were used as an internal mechanismto record and describe the site but may be updated if necessary.
T.2.10 Full details are provided in the Table 2.3 assessment tables andaccompanying plans.
T.2.11 Of the 14 sites on the draft short list, six were assessed as potentiallysuitable and passed to the final short list, while eight sites did not proceedto the final short list. Further details of all the sites shortlisted at this stageof the site selection process can be found in the Shortlisted sites report.
Assessment of the final short list sites
T.2.12 The six sites identified for inclusion on the final short list and assessment
t th t t
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Appendix T Earl Pumping Station
C31XA: Foreshore
T.2.15 The site is located on the foreshore, adjacent to a parking and seatingarea known as St Georges Square. It is roughly square in shape andaccessed by Plough Way and Enterprise Way. The site is split betweentwo boroughs, with more than half of its area within the London Borough ofLewisham, while the rest of the site, to the north, is located in the LondonBorough of Southwark.
T.2.16 Engineering: The site was judged suitable as a CSO site as it would beof adequate size and would have good vehicular access. The site would
be in close proximity to the proposed alignment of the tunnel. There wouldbe no requirement for demolition except possibly part removal ofSt Georges Stairs.
T.2.17 Planning: The site was considered less suitable for a CSO site as thereare a number of applicable planning and environmental designationsrestricting development of the site. Although mitigation should reduce anypotential adverse impacts arising from the construction works, the
proximity of residential properties to the worksite and likely impact onviews towards the river mean that this site is considered less suitable.
T.2.18 Environment: Overall, the site was judged suitable as a CSO site,although mitigation would be required. The site was considered suitablefrom the perspectives of transport, archaeology, water resources(hydrogeology) and land quality, but was considered less suitable forboth site sizes from the perspective of built heritage and townscape, water
( f t ) l fl d i k i lit d i
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Appendix T Earl Pumping Station
(hydrogeology and surface water) and ecology but less suitable from theperspectives of flood risk, air quality, noise and land quality.
T.2.25 Overall, the site is considered suitable, subject to further investigation ofwhether flood risk, air quality, noise and land quality impacts as well astownscape and hydrogeology impacts could be adequately mitigated.
T.2.26 Socio-economic and community: From a community impactsperspective, this site was judged suitable for use as a CSO site, subjectto appropriate mitigation measures.
T.2.27 Property: The site was considered suitable for use as a CSO site withacceptable acquisition cost, given that it is a public square. The site islikely to be special land and there is therefore a risk that acquisition mayrequire special parliamentary procedures, with the possibility of delay tothe programme.
C31XC: Boat Yard off Calypso Way
T.2.28 The site is a boatyard located in the London Borough of Southwark, known
as South Dock Marina boatyard. The site is roughly rectangular in shape,and existing access to the site is taken from Calypso Way. The nearestresidential properties are located within approximately ten metres of thesite boundary. Approximately 80% of the site is occupied by a boatyard,and a riverside walk runs through the north and east of the site.
T.2.29 Engineering: This site was considered suitable as a CSO site.
T 2 30 Pl i O b l th it id d it bl CSO it
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Appendix T Earl Pumping Station
C31XK: Car park to factory/office/commercial on Plough Way
T.2.34 The site is a car park adjacent to a two-storey commercial building, withaccess from Plough Way. The site, known as Marine Wharf, is located inthe London Borough of Lewisham and lies adjacent to the boundary of theLondon Borough of Southwark, to the north.
T.2.35 Engineering: The site was assessed as suitable as a CSO site as itwould have good road access potential.
T.2.36 Planning: On balance, the site was considered suitable as a CSO site.
It was considered that, with appropriate mitigation to avoid unacceptableimpacts on residential amenity, the site was suitable. However, the resultof the pending planning application would have implications for the use ofthis site.
T.2.37 Environment: Overall, the site was assessed as suitable for use as aCSO site. The site was suitable from the perspectives of built heritageand townscape, archaeology, water resources (hydrogeology and surface
water), flood risk and ecology. The site was considered less suitablefrom the perspectives of transport, air quality, noise and land quality.
T.2.38 Overall, the site was considered suitable as a CSO site, subject to furtherinvestigation of whether transport, air quality, noise and land qualityimpacts, as well as townscape and hydrogeology impacts, can beadequately mitigated.
T.2.39 Socio-economic and community: This site was judged suitable as a
ll CSO it bj t t iti ti t d i t l l id t
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Appendix T Earl Pumping Station
T.2.43 Engineering: This site was considered suitable as a CSO site. It hasgood road access.
T.2.44 Planning: On balance, the site was considered to be less suitable foruse as a CSO site. There are few designations relating to the site and,with suitable mitigation measures, most should not be unacceptablyimpacted upon. However, residential properties are in very close proximityto the site and significant mitigation may be required to avoidunacceptable amenity impacts from noise, vibration, dust and trafficmovements.
T.2.45 Environment: Overall, the site was potentially suitable as a CSO site,although mitigation would be required to enable the site to be used. Thesite was suitable from the perspectives of transport, archaeology, builtheritage and townscape, water resources and ecology. The site wasconsidered less suitable from the perspectives of flood risk, air quality,noise and land quality.
T.2.46 Socio-economic and community: These sites were judged less
suitable as a CSO site, due to potential impacts on commercial buildingson the site and residences adjacent to the site. Mitigation may involvediscussions around compensation and potential relocation of thebusinesses and discussions around minimising noise levels and limitingworking hours.
T.2.47 Property: The site was considered suitable for use as a CSO site, atacceptable acquisition cost. Acquisition would result in disturbance costs,
b t th i ti it t th t l ti l ll d th
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Appendix T Earl Pumping Station
The foreshore site, C31XA, was judged suitable in principle, butforeshore sites are not preferred where other viable land-based sites
exist due to the increased health and safety risks and constructioncosts association with working in a river.
T.2.50 C31XY/C31XZ was therefore identified as the preferred site for theinterception of flows from the Earl Pumping Station CSO.
T.3 Review of site following phase one consultation
Phase one consultation feedbackT.3.1 As part of the site selection methodology, all feedback received during the
phase one consultation was reviewed and taken into account in thedevelopment of our scheme for phase two consultation.
T.3.2 The main issues and concerns raised during the phase one consultation inrelation to the preferred site included:
visual appearance of the proposed buildings impact of odour
impact of construction on local residents
local businesses should be suitably relocated
use of land adjoining Earl Pumping Station, which is part of PloughWay Strategic Site in the London Borough of Lewishams emerging
C St t b it ill ff t ti l
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Appendix T Earl Pumping Station
work have contributed to a number of further refinements relevant to thissite.
Engagement with stakeholders
T.4.2 Engagement with stakeholders has been ongoing and has continuedbeyond the phase one consultation period. This has resulted in continualdevelopment of our proposals to take on board the comments made bystakeholders.
T.4.3 In particular, we have continually engaged through regular meetings and
workshops with officers from the London Borough of Lewisham, TfL, theEnvironment Agency and English Heritage with respect to developing thedesign and construction of our works and the scope of our environmentalassessments. To ensure our design process is transparent, we undertooka series of design reviews, hosted and chaired by the Design CouncilCABE (formerly the Commission for Architecture and the BuiltEnvironment). The reviews for Earl Pumping Station were attended by the
London Borough of Lewisham and our pan-London stakeholders.
Construction layout
T.4.4 In response to stakeholder engagement, phase one consultationresponses and scheme development, the construction layout of the sitehas been altered to minimise impact on the local community andenvironment, and is guided by operational and functional requirements.Particular factors at this site that have influenced the layout are as follows:
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Appendix T Earl Pumping Station
T.5 Phase two consultation
T.5.1 A final preferred sites workshop was held in summer 2011 to verify thechoice of preferred sites and to consider any outcomes of furtherengagement and scheme development. The conclusion reached was thatEarl Pumping Station including adjacent land (C31XY/C31XZ) shouldremain the preferred site for the interception of the Earl PumpingStation CSO.
T.5.2 Phase two consultation will provide an opportunity for the public tocomment on the further design development and additional informationavailable on our preferred site and revised scheme for the Thames Tunnelproject, before we publicise our proposed application.
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Appendix T Earl Pumping Station
Annex T.1
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C31XG
C31XN
C31XX
C31XW
C31XK
C31XA
C31XC
C31XE
C31YE
C31XS
C31YL
C31XH
C31XJ
C31YG
C31YA
C31XZ
C31XDC31XY
C31YC
C31XT
C31XB
C31XV
C31XU
C31XR
C31XM
C31XQ
C31YD
C31XP
C31YK
C31YM
C31XF
C31XL
C31YB
CS31X
Earl Pumping Station
Preferred List: CSO SitesCS31X
Earl Pumping Station
ThePoint, 7thFloor,37NorthWharf Road,Paddington,LondonW21AF
Thames Water Utilities
Legend
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