LegalizeThe Thames Water Utilities Limited (Thames Tideway Tunnel) Order 2014
- In the London Borough of Southwark SHAD THAMES PUMPING STATION Work No.18: Shad Thames Pumping Station upgrade associated development - works to the existing Shad Thames Pumping Station including: demolition of existing three storey facilities building and adjacent suspended ground floor slab, and boundary wall and construction of new electrical switchgear and facilities building including new ventilation column and construction of new boundary wall; demolition of existing suspended ground floor slab and excavation within the existing pumping station and provision of structures to create area for new pumps and associated mechanical and electrical equipment and alterations to the external appearance of the pumping station building; modifications to existing sewers and the provision of new pumping main including chambers and ducts within Maguire Street and Gainsford Street; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation; and construction of new permanent access to Maguire Street and works to create a turning head at the junction of Shad Thames and Maguire Street, and subsequent reinstatement of original highway layout. CHAMBERS WHARF *Work No.19a: Chambers Wharf main tunnel shaft – A shaft with an internal diameter of 25 metres and which has a depth (to invert level) of 58 metres. Work No.19b: Chambers Wharf associated development – Works to establish a main tunnel drive and reception site for use in constructing, connecting and operating the main tunnel (east central) (Work No.1c) and main tunnel (east) (Work No.1d) and the Greenwich connection tunnel (Work No.20) including the following above and below ground works and structures: demolition of existing river wall and part of existing jetty, dredging and construction of cofferdam including fluvial training walls and the placement of fill material and new river wall and flood defence wall on remaining sections of jetty, works to replace, protect, or strengthen the existing river wall to the west of Fountain Green Square, and ground preparation works including land remediation; demolition of existing underground structures, removal of demolition arisings, and ground preparation works including land remediation; demolition of existing electricity substation and construction of new temporary building to accommodate relocated substation, and all necessary utility connections; provision of areas for assembly of plant and machinery, storage of construction materials and excavated materials including temporary enclosures and workshops, concrete batching plant, fixed and mobile craneage, plant and equipment for ground treatment and dewatering and facilities and equipment for the processing of excavated materials from shaft and tunnel excavation including silos, tanks and conveyors (with and without noise enclosures), provision of power supplies (including substations) and other utilities including temporary buildings and other means of enclosure, office and welfare facilities and installations and equipment for monitoring the construction activity; construction of structures for air management plant and equipment including filters and ventilation columns and associated below ground ducts and chambers; construction of a noise enclosure building(s) over Work No. 19a for use in association with the construction of Work No. 1d; construction of electrical and control kiosks; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation; construction of temporary access from Chambers Street and subsequent reinstatement and permanent means of access from Loftie Street and hard standing area including means of enclosure and changes to existing ground levels; and works to the highway at Bevington Street to provide pedestrian crossing.
- In the London Boroughs of Southwark and Lewisham and the Royal Borough of Greenwich GREENWICH CONNECTION TUNNEL *Work No.20: Greenwich connection tunnel – A tunnel with an internal diameter of 5.0 metres and 4610 metres in length between Chambers Wharf main tunnel site (Work No.19a) and Greenwich Pumping Station CSO drop shaft (Work No. 23a).
- In the London Borough of Lewisham EARL PUMPING STATION Work No.21a: Earl Pumping Station CSO drop shaft – A shaft with an internal diameter of 17 metres (which extends 3 metres above the proposed ground level) and which has a depth (to invert level) of 51 metres (measured from the top of Work No.21a). Work No.21b: Earl Pumping Station associated development – Works to intercept and divert flow from the Earl Pumping Station CSO to the Earl Pumping Station CSO drop shaft (Work No. 21a) and into the Greenwich connection tunnel (Work No. 20) including the following above and below ground works and structures: demolition of existing industrial buildings and office building and associated structures, weighbridge and other structures including boundary wall, and ground preparation works including land remediation; construction of an interception chamber, hydraulic structures, chambers with access covers and other structures including culverts, pipes and ducts to modify, connect, control, ventilate, de-aerate, and intercept flow; construction of brown roof and parapet wall over the top of Work No. 21a and valve chamber forming part of Work No. 21b (ii); construction of structures for air management plant and equipment and associated ducts and chambers on top of Work No. 21a; construction of other structures for air management plant and equipment including filters and ventilation columns and associated below ground ducts and chambers; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation; provision of new construction access from Yeoman Street and subsequent reinstatement of original highway layout; construction of a temporary and then permanent access from Croft Street; and modification of existing access on Chilton Grove. DEPTFORD CHURCH STREET Work No.22a: Deptford Church Street CSO drop shaft – A shaft with an internal diameter of 17 metres and a depth (to invert level) of 48 metres. Work No. 22b: Deptford Church Street associated development – Works to intercept and divert flow from the Deptford Storm Relief CSO to the Deptford Church Street CSO drop shaft (Work No. 22a) and into the Greenwich connection tunnel (Work No. 20) including the following above and below ground works and structures: demolition of existing wall; construction of an interception chamber, hydraulic structures, chambers with access covers and other structures including culverts, pipes and ducts to modify, connect, control, ventilate, de-aerate, and intercept flow; construction of structures for air management equipment including filters and ventilation columns and associated below ground ducts and chambers; construction of electrical and control kiosks; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation; construction of temporary and then permanent access from Coffey Street and Crossfield Street; temporary alterations to highway layout of Crossfield Street to include formation of school fire assembly point; and works to carriageway of Deptford Church Street, temporary relocation of existing pedestrian crossing and bus stops on Deptford Church Street, closure of bus lanes and removal of the central reservation.
- In the Royal Borough of Greenwich GREENWICH PUMPING STATION *Work No.23a: Greenwich Pumping Station CSO drop shaft – A shaft with an internal diameter of 17 metres (which extends 1 metre above the proposed ground level) and which has a depth (to invert level) of 46 metres (measured from the top of Work No. 23a). Work No.23b: Greenwich Pumping Station associated development - Works to create a tunnel drive site for use in constructing and operating the Greenwich connection tunnel (Work No. 20), including the following above and below ground works and structures: demolition of existing industrial buildings and other structures, works to protect or strengthen the existing river wall, and ground preparation works including land remediation; provision of areas for assembly of plant and machinery, storage of construction materials and excavated materials including temporary enclosures and workshops, concrete batching plant, fixed and mobile craneage, plant and equipment for ground treatment and dewatering and facilities and equipment for the processing of excavated materials from shaft and tunnel excavation including silos, tanks and conveyors (with and without noise enclosures), provision of power supplies (including substations) and other utilities including temporary buildings and other means of enclosure, office and welfare facilities and installations and equipment for monitoring the construction activity; and construction of an acoustic enclosure building(s) over Work No. 23a for use in association with the construction of Work No. 20. Work No.23c: Greenwich Pumping Station associated development – Works to intercept and divert flow from the Greenwich Pumping Station CSO to the Greenwich CSO drop shaft (Work No. 23a) and into the Greenwich connection tunnel (Work No. 20) including the following above and below ground works and structures: construction of an interception chamber, CSO overflow structures, hydraulic structures, chambers with access covers and other structures including culverts, pipes and ducts to modify, connect, control, ventilate, de-aerate, and intercept flow; alterations to the listed east Beam Engine House (including the replacement of the existing ground floor), to accommodate ventilation equipment (including filters and fans) and including the dismantling, storage and reconstruction of entrance steps; construction of brown roof, including handrail and ventilation structure on top of Work No. 23a; construction of structures for air management plant and equipment including filters, fans, and ventilation columns and associated below ground ducts and chambers; installation of electrical control equipment within the listed Greenwich Pumping Station buildings; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation; alteration of accesses off Norman Road and Greenwich High Road; provision of security fencing and gates; and construction of temporary access off Norman Road and subsequent removal and reinstatement of original highway layout.
- In the London Borough of Tower Hamlets KING EDWARD MEMORIAL PARK FORESHORE *Work No.24a: King Edward Memorial Park CSO drop shaft – A shaft with an internal diameter of 20 metres and a depth (to invert level) of 60 metres. Work No.24b: King Edward Memorial Park Foreshore associated development – Works to intercept and divert flow from the North East Storm Relief Sewer CSO to the King Edward Memorial Park Foreshore drop shaft (Work No. 24a) and to the main tunnel (east) (Work No. 1d), including the following above and below ground works and structures: demolition of existing park maintenance buildings and other structures; dredging and construction of a cofferdam including fluvial training walls and the placement of fill material, connection to the existing river wall and construction of a campshed; removal of existing CSO apron in the foreshore; partial demolition of existing river wall and construction of new river wall including connection to and alteration of the existing river wall to reclaim land and to enclose Work Nos. 24a and 24b(vi), (vii) and (viii), scour protection works, relocation of existing CSO, and new CSO outfall apron; works to protect or strengthen the existing river wall; construction of an interception chamber, hydraulic structures, chambers with access covers and other structures including culverts, pipes and ducts to modify, connect, control, ventilate, de-aerate, and intercept flow; construction of structures for air management equipment including filters and ventilation columns and associated below ground ducts and chambers; construction of electrical and control kiosk and local control pillar; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage; construction of temporary and then permanent access from Glamis Road; removal of the existing band stand; demolition of existing children’s playground and construction of new playground within the park; and refurbishment of existing multi-sports area. BEKESBOURNE STREET Work No.25: Bekesbourne Street sewer modifications associated development – works to modify the existing sewer including a chamber with approximate internal dimensions of 4.6 metres by 5 metres and an approximate depth (to invert level) of 8 metres to allow introduction of hydraulic structures within the sewer, installation of an electrical and control kiosk and ventilation column including provision of ducts, including construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, and temporary relocation of existing lamp posts and CCTV camera.
- In the London Borough of Newham ABBEY MILLS PUMPING STATION Work No.26a: Abbey Mills Pumping Station shaft ‘G’ associated development – works to the existing Abbey Mills Pumping Station shaft ‘G’ and the connection to Abbey Mills Pumping Station shaft ‘F’. Work No.26b: Abbey Mills Pumping Station associated development – Works to establish a main tunnel reception site for use in constructing, connecting and operating the main tunnel (east) (Work No. 1d), including the following above and below ground works and structures: provision of temporary footbridge over Prescott Channel; construction of structures for air management equipment, including filters, ventilation columns and structures, and associated ducts and chambers, above Work No. 26a, and ducts to connect to the existing Lee Tunnel equipment; construction of electrical and control kiosk; construction of pits, chambers, ducts and pipes for cables, hydraulic pipelines, hardstanding areas, utility connections, utility diversions and drainage, including facilities for drainage attenuation; provision of areas for storage of construction materials including temporary enclosures and workshops, concrete batching plant, fixed and mobile craneage, provision of power supplies (including substations) and other utilities including temporary buildings and other means of enclosure, office and welfare facilities and installations and equipment for monitoring the construction activity with associated installation of tunnel lining; and provision of fencing or other means of enclosure. BECKTON SEWAGE TREATMENT WORKS Work No.27: Beckton Sewage Treatment Works associated development – modifications to the sewage treatment works to cater for sewage flows from the Thames Tideway Tunnel Project, including: construction of works above and below ground to transfer flows from the Tideway Pumping Station to the inlet works of the sewage treatment works; installation of additional equipment at the inlet works; and construction of a siphon tunnel inlet shaft with an internal diameter of 9 metres and which has a depth (to invert level) of 32 metres (when measured from the top of Work No. 27(iii)); construction of a siphon tunnel outlet shaft with an internal diameter of 7 metres (which extends 3 metres above the proposed ground level) and which has a depth (to invert level) of 31 metres (when measured from the top of Work No. 27(iv)); construction of a siphon tunnel with superstructure above the siphon inlet shaft between the siphon tunnel inlet and outlet shafts; and construction of pits, chambers, culverts, ducts and pipes for cables, hydraulic pipelines, utility connections, utility diversions and drainage, including facilities for drainage attenuation. And in connection with Work Nos. 1 to 27 And in connection with Work Nos. 1 to 27, to the extent that they do not otherwise form part of any such work, the following further works, being associated development within the meaning of section 115(2) of the Act, including:- establishment of temporary construction areas at each works site to include, as necessary, site hoardings/means of enclosure, demolition and site clearance (including of existing walls, fences, planters, and other buildings and other above and below ground structures), provision of services, including telecommunications, water and power supplies (including substations) including means of enclosure, and ground preparation works including land remediation and groundwater de-watering; provision of hardstanding areas, welfare/office accommodation, workshops and stores, storage and handling areas, facilities for and equipment for processing of excavated materials, treatment enclosures and other temporary facilities, plant, cranes, machinery, temporary bridges and accesses, and any other temporary works required; in connection with Work Nos. 5, 6, 8, 11, 12, 13, 14, 15, 16, 17, 19, 23, 24 and 26 the provision of temporary moorings (including dolphins) and other equipment and facilities for temporary use by barges, pontoons and other floating structures and temporary works platforms and apparatus (including as necessary piling for support of such structures) for use in construction of those works, and works for the strengthening and protecting of river walls and other flood protection defences; temporary removal of coach and car parking bays and creation of temporary replacement coach and car-parking as required and temporary footpath diversions; restoration of temporary construction areas, works to restore and make safe temporary work sites and work areas, including (as necessary) removal of hardstanding areas, temporary structures and other temporary works and works to re-establish original ground levels; works to trees; works to create temporary or permanent landscaping, including drainage and flood compensation, finished ground levels, means of enclosure, and reinstatement / replacement of, or construction of, boundary walls and fences including gates; formation of construction vehicle accesses and provision of temporary gated or other site accesses and other works to streets; diversions (both temporary and permanent) of existing traffic and pedestrian access routes and subsequent reinstatement of existing routes, and works to create permissive rights of way; modifications of existing accesses, railings and pedestrian accesses; relocation of existing bus stops and provision of temporary bus lay-bys; construction of new temporary and permanent moorings and piers, including access brows, bank seats, gangways and means of access; permanent and temporary works for the benefit or protection of land or structures affected by the authorised project (including protective works to buildings and other structures, and works for the monitoring of buildings and structures); temporary landing places, moorings or other means of accommodating vessels in the construction and or maintenance of the authorised project; provision of buoys, beacons, fenders and other navigational warning or ship impact protection works; such other works as may be necessary or expedient for the purposes of or in connection with the construction of the authorised project which do not give rise to any materially new or materially different environmental effects from those assessed as set out in the Environmental Statement;
PART 2 — ANCILLARY WORKS
At the Shad Thames Pumping Station—
- (a) modifications to the existing pumps and provision of new internal pipe work; and
- (b) provision of new pumps.
At the Beckton Sewage Treatment Works—
- (a) installation of pumps and associated equipment and power supply within Tideway Pumping Station;
- (b) installation of electrical equipment in existing building;
Generally—
- (a) works within the existing sewers, chambers and culverts and other structures that comprise the existing sewerage network for the purposes of enabling the authorised project, including reconfiguring, modifying, altering, repairing, strengthening or reinstating the existing network;
- (b) works within existing pumping stations including structural alterations to the interior fabric of the pumping station(s), works to reconfigure existing pipework, provision of new pipework, new penstock valves and associated equipment, modification of existing electrical, mechanical and control equipment, and installation or provision of new electrical, mechanical and control equipment;
- (c) installation of electrical, mechanical and control equipment in other buildings and kiosks and modification to existing electrical, mechanical and control equipment in such buildings and kiosks;
- (d) installation of pumps in chambers and buildings;
- (e) works to trees and landscaping works not comprising development;
- (f) works associated with monitoring of buildings and structures;
- (g) provision of construction traffic signage; and
- (h) suspension of existing moorings and the relocation of boats/vessels including works to attach mooring structures and equipment to the boats/vessels.
SCHEDULE 2 — PLANS
PART 1 — WORKS PLANS
| Drawing title | Sheet Number | Drawing Number |
|---|---|---|
| Works plan and section - sheet location plan | DCO-WP-000-ZZZZZ-010001 - rev 2 | |
| Works plan and section | Sheet 1 | DCO-WP-000-ZZZZZ-010002 |
| Works plan and section | Sheet 2 | DCO-WP-000-ZZZZZ-010003 |
| Works plan and section | Sheet 3 | DCO-WP-000-ZZZZZ-010004 |
| Works plan and section | Sheet 4 | DCO-WP-000-ZZZZZ-010005 |
| Works plan and section | Sheet 5 | DCO-WP-000-ZZZZZ-010006 |
| Works plan and section | Sheet 6 | DCO-WP-000-ZZZZZ-010007 |
| Works plan and section | Sheet 7 | DCO-WP-000-ZZZZZ-010008 |
| Works plan | Sheet 8 | DCO-WP-000-ZZZZZ-010009 |
| Works plan and section | Sheet 9 | DCO-WP-000-ZZZZZ-010010 - rev 1 |
| Works plan and section | Sheet 10 | DCO-WP-000-ZZZZZ-010011 - rev 1 |
| Works plan | Sheet 11 | DCO-WP-000-ZZZZZ-010012 |
| Works plan and section | Sheet 12 | DCO-WP-000-ZZZZZ-010013 – rev 1 |
| Works plan and section | Sheet 13 | DCO-WP-000-ZZZZZ-010014 |
| Works plan and section | Sheet 14 | DCO-WP-000-ZZZZZ-010015 – rev 1 |
| Works plan and section | Sheet 15 | DCO-WP-000-ZZZZZ-010016 - rev 1 |
| Works plan and section | Sheet 16 | DCO-WP-000-ZZZZZ-010017 - rev 1 |
| Works plan and section | Sheet 17 | DCO-WP-000-ZZZZZ-010018 - rev 1 |
| Works plan and section | Sheet 18 | DCO-WP-000-ZZZZZ-010019 - rev 1 |
| Works plan and section | Sheet 19 | DCO-WP-000-ZZZZZ-010020 |
| Works plan and section | Sheet 20 | DCO-WP-000-ZZZZZ-010021 - rev 2 |
| Works plan and section | Sheet 21 | DCO-WP-000-ZZZZZ-010022 - rev 1 |
| Works plan and section | Sheet 22 | DCO-WP-000-ZZZZZ-010023 - rev 1 |
| Works plan and section | Sheet 23 | DCO-WP-000-ZZZZZ-010024 |
| Works plan and section | Sheet 24 | DCO-WP-000-ZZZZZ-010025 - rev 1 |
| Works plan and section | Sheet 25 | DCO-WP-000-ZZZZZ-010026 - rev 1 |
| Works plan and section | Sheet 26 | DCO-WP-000-ZZZZZ-010027 – rev 1 |
| Works plan | Sheet 27 | DCO-WP-000-ZZZZZ-010028 – rev 1 |
| Works plan and section | Sheet 28 | DCO-WP-000-ZZZZZ-010029 – rev 1 |
| Works plan and section | Sheet 29 | DCO-WP-000-ZZZZZ-010030 – rev 1 |
| Works plan and section | Sheet 30 | DCO-WP-000-ZZZZZ-010031 – rev 2 |
| Works plan and section | Sheet 31 | DCO-WP-000-ZZZZZ-010032 – rev 2 |
| Works plan and section | Sheet 32 | DCO-WP-000-ZZZZZ-010033 |
| Works plan and section | Sheet 33 | DCO-WP-000-ZZZZZ-010034 – rev 2 |
| Works plan and section | Sheet 34 | DCO-WP-000-ZZZZZ-010035 – rev 2 |
| Works plan and section | Sheet 35 | DCO-WP-000-ZZZZZ-010036 – rev 2 |
| Works plan and section | Sheet 36 | DCO-WP-000-ZZZZZ-010037 - rev 2 |
| Works plan and section | Sheet 37 | DCO-WP-000-ZZZZZ-010038 – rev 1 |
| Works plan and section | Sheet 38 | DCO-WP-000-ZZZZZ-010039 |
| Works plan and section | Sheet 39 | DCO-WP-000-ZZZZZ-010040 |
| Works plan and section | Sheet 40 | DCO-WP-000-ZZZZZ-010041 |
| Works plan and section | Sheet 41 | DCO-WP-000-ZZZZZ-010042 – rev 1 |
| Works plan and section | Sheet 42 | DCO-WP-000-ZZZZZ-010043 |
| Works plan and section | Sheet 43 | DCO-WP-000-ZZZZZ-010044 |
| Works plan and section | Sheet 44 | DCO-WP-000-ZZZZZ-010045 |
| Works plan and section | Sheet 45 | DCO-WP-000-ZZZZZ-010046 |
| Works plan and section | Sheet 46 | DCO-WP-000-ZZZZZ-010047 |
| Works plan and section | Sheet 47 | DCO-WP-000-ZZZZZ-010048 |
| Works plan and section | Sheet 48 | DCO-WP-000-ZZZZZ-010049 |
| Works plan and section | Sheet 49 | DCO-WP-000-ZZZZZ-010050 |
| Works plan | Sheet 50 | DCO-WP-000-ZZZZZ-010051 |
| Works plan and section | Sheet 51 | DCO-WP-000-ZZZZZ-010052 |
| Works plan and section | Sheet 52 | DCO-WP-000-ZZZZZ-010053 |
| Works plan and section | Sheet 53 | DCO-WP-000-ZZZZZ-010054 |
| Works plan and section | Sheet 54 | DCO-WP-000-ZZZZZ-010055 |
| Works plan and section | Sheet 55 | DCO-WP-000-ZZZZZ-010056 – rev 1 |
| Works plan | Sheet 56 | DCO-WP-000-ZZZZZ-010057 – rev 1 |
| Works plan | Sheet 57 | DCO-WP-000-ZZZZZ-010058 |
| Works plan and section | Sheet 58 | DCO-WP-000-ZZZZZ-010059 – rev 1 |
| Works plan and section | Sheet 59 | DCO-WP-000-ZZZZZ-010060 – rev 1 |
PART 2 — LAND PLANS
| Drawing title | Sheet number | Drawing number |
|---|---|---|
| Land plan - Sheet location | DCO-LP-000-ZZZZZ-030001 – rev 2 | |
| Land plan | Sheet 1 | DCO-LP-000-ZZZZZ-030002 – rev 1 |
| Land plan | Sheet 2 | DCO-LP-000-ZZZZZ-030003 – rev 1 |
| Land plan | Sheet 3 | DCO-LP-000-ZZZZZ-030004 – rev 2 |
| Land plan | Sheet 4 | DCO-LP-000-ZZZZZ-030005 – rev 2 |
| Land plan | Sheet 5 | DCO-LP-000-ZZZZZ-030006 – rev 2 |
| Land plan | Sheet 6 | DCO-LP-000-ZZZZZ-030007 – rev 2 |
| Land plan | Sheet 7 | DCO-LP-000-ZZZZZ-030008 – rev 2 |
| Land plan | Sheet 8 | DCO-LP-000-ZZZZZ-030009 – rev 2 |
| Land plan | Sheet 10 | DCO-LP-000-ZZZZZ-030010 – rev 3 |
| Land plan | Sheet 13 | DCO-LP-000-ZZZZZ-030011 – rev 2 |
| Land plan | Sheet 14 | DCO-LP-000-ZZZZZ-030012 – rev 3 |
| Land plan | Sheet 15 | DCO-LP-000-ZZZZZ-030013 – rev 3 |
| Land plan | Sheet 16 | DCO-LP-000-ZZZZZ-030014 – rev 2 |
| Land plan | Sheet 17 | DCO-LP-000-ZZZZZ-030015 – rev 3 |
| Land plan | Sheet 19 | DCO-LP-000-ZZZZZ-030016 – rev 3 |
| Land plan | Sheet 20 | DCO-LP-000-ZZZZZ-030017 – rev 3 |
| Land plan | Sheet 22 | DCO-LP-000-ZZZZZ-030018 – rev 3 |
| Land plan | Sheet 23 | DCO-LP-000-ZZZZZ-030019 – rev 2 |
| Land plan | Sheet 25 | DCO-LP-000-ZZZZZ-030020 – rev 3 |
| Land plan | Sheet 26 | DCO-LP-000-ZZZZZ-030021 – rev 3 |
| Land plan | Sheet 29 | DCO-LP-000-ZZZZZ-030022 – rev 3 |
| Land plan | Sheet 31 | DCO-LP-000-ZZZZZ-030023 – rev 4 |
| Land plan | Sheet 32 | DCO-LP-000-ZZZZZ-030024 – rev 2 |
| Land plan | Sheet 33 | DCO-LP-000-ZZZZZ-030025 – rev 4 |
| Land plan | Sheet 35 | DCO-LP-000-ZZZZZ-030026 – rev 3 |
| Land plan | Sheet 36 | DCO-LP-000-ZZZZZ-030027 – rev 5 |
| Land plan | Sheet 37 | DCO-LP-000-ZZZZZ-030028 – rev 3 |
| Land plan | Sheet 38 | DCO-LP-000-ZZZZZ-030029 – rev 2 |
| Land plan | Sheet 39 | DCO-LP-000-ZZZZZ-030030 – rev 2 |
| Land plan | Sheet 40 | DCO-LP-000-ZZZZZ-030031 – rev 2 |
| Land plan | Sheet 41 | DCO-LP-000-ZZZZZ-030032 – rev 2 |
| Land plan | Sheet 42 | DCO-LP-000-ZZZZZ-030033 – rev 1 |
| Land plan | Sheet 43 | DCO-LP-000-ZZZZZ-030034 – rev 1 |
| Land plan | Sheet 44 | DCO-LP-000-ZZZZZ-030035 – rev 1 |
| Land plan | Sheet 45 | DCO-LP-000-ZZZZZ-030036 – rev 1 |
| Land plan | Sheet 46 | DCO-LP-000-ZZZZZ-030037 – rev 1 |
| Land plan | Sheet 47 | DCO-LP-000-ZZZZZ-030038 – rev 2 |
| Land plan | Sheet 48 | DCO-LP-000-ZZZZZ-030039 – rev 2 |
| Land plan | Sheet 49 | DCO-LP-000-ZZZZZ-030040 – rev 2 |
| Land plan | Sheet 51 | DCO-LP-000-ZZZZZ-030041 – rev 2 |
| Land plan | Sheet 52 | DCO-LP-000-ZZZZZ-030042 – rev 2 |
| Land plan | Sheet 53 | DCO-LP-000-ZZZZZ-030043 – rev 2 |
| Land plan | Sheet 54 | DCO-LP-000-ZZZZZ-030044 – rev 3 |
| Land plan | Sheet 55 | DCO-LP-000-ZZZZZ-030045 – rev 3 |
| Land plan | Sheet 56 | DCO-LP-000-ZZZZZ-030046 – rev 3 |
| Land plan | Sheet 57 | DCO-LP-000-ZZZZZ-030047 – rev 2 |
| Crown and special category land plan - Sheet location | DCO-LP-000-ZZZZZ-040001 – rev 2 | |
| Crown and special category land plan | Sheet 7 | DCO-LP-000-ZZZZZ-040002 – rev 2 |
| Crown and special category land plan | Sheet 8 | DCO-LP-000-ZZZZZ-040003 – rev 2 |
| Crown and special category land plan | Sheet 10 | DCO-LP-000-ZZZZZ-040004 – rev 3 |
| Crown and special category land plan | Sheet 13 | DCO-LP-000-ZZZZZ-040005 – rev 2 |
| Crown and special category land plan | Sheet 15 | DCO-LP-000-ZZZZZ-040006 – rev 3 |
| Crown and special category land plan | Sheet 16 | DCO-LP-000-ZZZZZ-040007 – rev 2 |
| Crown and special category land plan | Sheet 17 | DCO-LP-000-ZZZZZ-040008 – rev 3 |
| Crown and special category land plan | Sheet 19 | DCO-LP-000-ZZZZZ-040009 – rev 3 |
| Crown and special category land plan | Sheet 23 | DCO-LP-000-ZZZZZ-040010 – rev 2 |
| Crown and special category land plan | Sheet 25 | DCO-LP-000-ZZZZZ-040011 – rev 3 |
| Crown and special category land plan | Sheet 26 | DCO-LP-000-ZZZZZ-040012 – rev 3 |
| Crown and special category land plan | Sheet 29 | DCO-LP-000-ZZZZZ-040013 – rev 3 |
| Crown and special category land plan | Sheet 31 | DCO-LP-000-ZZZZZ-040014 – rev 3 |
| Crown and special category land plan | Sheet 32 | DCO-LP-000-ZZZZZ-040015 – rev 2 |
| Crown and special category land plan | Sheet 33 | DCO-LP-000-ZZZZZ-040016 – rev 4 |
| Crown and special category land plan | Sheet 35 | DCO-LP-000-ZZZZZ-040017 – rev 3 |
| Crown and special category land plan | Sheet 36 | DCO-LP-000-ZZZZZ-040018 – rev 4 |
| Crown and special category land plan | Sheet 38 | DCO-LP-000-ZZZZZ-040019 – rev 2 |
| Crown and special category land plan | Sheet 39 | DCO-LP-000-ZZZZZ-040020 – rev 2 |
| Crown and special category land plan | Sheet 46 | DCO-LP-000-ZZZZZ-040021 – rev 1 |
| Crown and special category land plan | Sheet 47 | DCO-LP-000-ZZZZZ-040022 – rev 2 |
| Crown and special category land plan | Sheet 49 | DCO-LP-000-ZZZZZ-040023 – rev 2 |
| Crown and special category land plan | Sheet 52 | DCO-LP-000-ZZZZZ-040024 – rev 2 |
| Crown and special category land plan | Sheet 54 | DCO-LP-000-ZZZZZ-040025 – rev 2 |
PART 3 — ACCESS PLANS
| Drawing title | Drawing number |
|---|---|
| Acton Storm tanks | |
| Access plan | DCO-PP-02X-ACTST-050003 |
| Hammersmith Pumping Station | Hammersmith Pumping Station |
| Access plan | DCO-PP-03X-HAMPS-060003 |
| Barn Elms | Barn Elms |
| Access plan | DCO-PP-04X-BAREL-070003 |
| Putney Embankment Foreshore | Putney Embankment Foreshore |
| Access plan | DCO-PP-05X-PUTEF-080003 – rev 1 |
| Access plan – Temporary slipway | DCO-PP-05X-PUTEF-080004 |
| Carnwath Road Riverside | Carnwath Road Riverside |
| Access plan | DCO-PP-06X-CARRR-090003 |
| Dormay Street | Dormay Street |
| Access plan | DCO-PP-08X-DRMST-100003 |
| King George’s Park | King George’s Park |
| Access plan | DCO-PP-09X-KNGGP-110003 |
| Falconbrook Pumping Station | Falconbrook Pumping Station |
| Access plan | DCO-PP-10X-FALPS-120003 |
| Cremorne Wharf Depot | Cremorne Wharf Depot |
| Access plan | DCO-PP-11X-CREWD-130003 |
| Chelsea Embankment Foreshore | Chelsea Embankment Foreshore |
| Access plan | DCO-PP-12X-CHEEF-140003 – rev 1 |
| Kirtling Street | Kirtling Street |
| Access plan | DCO-PP-13X-KRTST-150003 – rev 1 |
| Heathwall Pumping Station | Heathwall Pumping Station |
| Access plan | DCO-PP-14X-HEAPS-160003 – rev 2 |
| Albert Embankment Foreshore | Albert Embankment Foreshore |
| Access plan | DCO-PP-15X-ALBEF-170005 – rev 3 |
| Victoria Embankment Foreshore | Victoria Embankment Foreshore |
| Access plan | DCO-PP-16X-VCTEF-180005 – rev 2 |
| Blackfriars Bridge Foreshore | Blackfriars Bridge Foreshore |
| Access plan | DCO-PP-17X-BLABF-190005 – rev 2 |
| Shad Thames Pumping Station | Shad Thames Pumping Station |
| Access plan | DCO-PP-18X-SHTPS-200003 |
| Chambers Wharf | Chambers Wharf |
| Access plan | DCO-PP-19X-CHAWF-210003 |
| Earl Pumping Station | Earl Pumping Station |
| Access plan | DCO-PP-21X-EARPS-220003 |
| Deptford Church Street | Deptford Church Street |
| Access plan | DCO-PP-22X-DEPCS-230003 |
| Greenwich Pumping Station | Greenwich Pumping Station |
| Access plan | DCO-PP-23X-GREPS-240003 |
| King Edward Memorial Park Foreshore | King Edward Memorial Park Foreshore |
| Access plan | DCO-PP-24X-KEMPF-250003 – rev 1 |
| Bekesbourne Street | Bekesbourne Street |
| Access plan | DCO-PP-25X-BEKST-260002 |
| Abbey Mills Pumping Station | Abbey Mills Pumping Station |
| Access plan | DCO-PP-26X-ABMPS-270004 |
| Beckton Sewage Treatment Works | Beckton Sewage Treatment Works |
| Access plan | DCO-PP-27X-BESTW-280002 - rev 1 |
PART 4 — APPROVED PLANS
| Drawing title | Sheet number | Drawing number |
|---|---|---|
| Acton Storm tanks | Acton Storm tanks | Acton Storm tanks |
| Demolition and site clearance | 1 of 2 | DCO-PP-02X-ACTST-050004 |
| Demolition and site clearance | 2 of 2 | DCO-PP-02X-ACTST-050005 |
| Site works parameter plan | DCO-PP-02X-ACTST-050006 | |
| Hammersmith Pumping Station | Hammersmith Pumping Station | Hammersmith Pumping Station |
| Demolition and site clearance | DCO-PP-03X-HAMPS-060004 | |
| Site works parameter plan | DCO-PP-03X-HAMPS-060005 | |
| Barn Elms | Barn Elms | Barn Elms |
| Demolition and site clearance | 1 of 4 | DCO-PP-04X-BAREL-070004 |
| Demolition and site clearance | 2 of 4 | DCO-PP-04X-BAREL-070005 |
| Demolition and site clearance | 3 of 4 | DCO-PP-04X-BAREL-070006 – rev 1 |
| Demolition and site clearance | 4 of 4 | DCO-PP-04X-BAREL-070007 – rev 1 |
| Site works parameter plan | DCO-PP-04X-BAREL-070008 | |
| Putney Embankment Foreshore | Putney Embankment Foreshore | Putney Embankment Foreshore |
| Demolition and site clearance | 1 of 3 | DCO-PP-05X-PUTEF-080005 |
| Demolition and site clearance | 2 of 3 | DCO-PP-05X-PUTEF-080006 |
| Demolition and site clearance | 3 of 3 | DCO-PP-05X-PUTEF-080007 |
| Site works parameter plan | DCO-PP-05X-PUTEF-080008 – rev 1 | |
| Carnwath Road Riverside | Carnwath Road Riverside | Carnwath Road Riverside |
| Demolition and site clearance | DCO-PP-06X-CARRR-090004 | |
| Site works parameter plan | DCO-PP-06X-CARRR-090005 – rev 1 | |
| Dormay Street | Dormay Street | Dormay Street |
| Demolition and site clearance | DCO-PP-08X-DRMST-100004 – rev 1 | |
| Site works parameter plan | DCO-PP-08X-DRMST-100005 – rev 1 | |
| King George’s Park | King George’s Park | King George’s Park |
| Demolition and site clearance | DCO-PP-09X-KNGGP-110004 | |
| Site works parameter plan | DCO-PP-09X-KNGGP-110005 – rev 1 | |
| Falconbrook Pumping Station | Falconbrook Pumping Station | Falconbrook Pumping Station |
| Demolition and site clearance | 1 of 2 | DCO-PP-10X-FALPS-120004 |
| Demolition and site clearance | 2 of 2 | DCO-PP-10X-FALPS-120005 |
| Site works parameter plan | DCO-PP-10X-FALPS-120006 – rev 1 | |
| Cremorne Wharf Depot | Cremorne Wharf Depot | Cremorne Wharf Depot |
| Demolition and site clearance | DCO-PP-11X-CREWD-130004 – rev 2 | |
| Site works parameter plan | DCO-PP-11X-CREWD-130005 – rev 1 | |
| Listed structure interface – Lots Road Pumping Station | DCO-PP-11X-CREWD-130012 – rev 1 | |
| Chelsea Embankment Foreshore | Chelsea Embankment Foreshore | Chelsea Embankment Foreshore |
| Demolition and site clearance | 1 of 2 | DCO-PP-12X-CHEEF-140004 |
| Demolition and site clearance | 2 of 2 | DCO-PP-12X-CHEEF-140005 |
| Site works parameter plan | DCO-PP-12X-CHEEF-140006 – rev 2 | |
| Kirtling Street | Kirtling Street | Kirtling Street |
| Demolition and site clearance | DCO-PP-13X-KRTST-150004 | |
| Site works parameter plan | DCO-PP-13X-KRTST-150005 – rev 1 | |
| Heathwall Pumping Station | Heathwall Pumping Station | Heathwall Pumping Station |
| Demolition and site clearance | DCO-PP-14X-HEAPS-160004 | |
| Site works parameter plan | DCO-PP-14X-HEAPS-160005 – rev 1 | |
| Albert Embankment Foreshore | Albert Embankment Foreshore | Albert Embankment Foreshore |
| Demolition and site clearance | 1 of 2 | DCO-PP-15X-ALBEF-170006 |
| Demolition and site clearance | 2 of 2 | DCO-PP-15X-ALBEF-170007 – rev 1 |
| Site works parameter plan | DCO-PP-15X-ALBEF-170008 – rev 2 | |
| Victoria Embankment Foreshore | Victoria Embankment Foreshore | Victoria Embankment Foreshore |
| Demolition and site clearance | 1 of 2 | DCO-PP-16X-VCTEF-180006 |
| Demolition and site clearance | 2 of 2 | DCO-PP-16X-VCTEF-180007 - rev 2 |
| Site works parameter plan | DCO-PP-16X-VCTEF-180008 – rev 3 | |
| Proposed landscape plan | 2 of 2 | DCO-PP-16X-VCTEF-180013 – rev 1 |
| Blackfriars Bridge Foreshore | Blackfriars Bridge Foreshore | Blackfriars Bridge Foreshore |
| Demolition and site clearance | 1 of 5 | DCO-PP-17X-BLABF-190067 – rev 1 |
| Demolition and site clearance | 2 of 5 | DCO-PP-17X-BLABF-190006 – rev 1 |
| Demolition and site clearance | 3 of 5 | DCO-PP-17X-BLABF-190007 – rev 2 |
| Demolition and site clearance | 4 of 5 | DCO-PP-17X-BLABF-190008 – rev 1 |
| Demolition and site clearance | 5 of 5 | DCO-PP-17X-BLABF-190009 – rev 1 |
| Site works parameter plan | DCO-PP-17X-BLABF-190010 – rev 2 | |
| Extent of loss of listed river wall | 1 of 2 | DCO-PP-17X-BLABF-190022 – rev 1 |
| Extent of loss of listed river wall | 2 of 2 | DCO-PP-17X-BLABF-190023 |
| Shad Thames Pumping Station | Shad Thames Pumping Station | Shad Thames Pumping Station |
| Demolition and site clearance | DCO-PP-18X-SHTPS-200004 | |
| Site works parameter plan | DCO-PP-18X-SHTPS-200005 | |
| Proposed roof plan | DCO-PP-18X-SHTPS-200007 | |
| Chambers Wharf | Chambers Wharf | Chambers Wharf |
| Demolition and site clearance | DCO-PP-19X-CHAWF-210004 | |
| Site works parameter plan | DCO-PP-19X-CHAWF-210005 – rev 1 | |
| Finished site levels | DCO-PP-19X-CHAWF-210008 | |
| Earl Pumping Station | Earl Pumping Station | Earl Pumping Station |
| Demolition and site clearance | DCO-PP-21X-EARPS-220004 | |
| Site works parameter plan | DCO-PP-21X-EARPS-220005 | |
| Deptford Church Street | Deptford Church Street | Deptford Church Street |
| Demolition and site clearance | DCO-PP-22X-DEPCS-230004 | |
| Site works parameter plan | DCO-PP-22X-DEPCS-230005 – rev 1 | |
| Greenwich Pumping Station | Greenwich Pumping Station | Greenwich Pumping Station |
| Demolition and site clearance | 1 of 3 | DCO-PP-23X-GREPS-240004 – rev 1 |
| Demolition and site clearance | 2 of 3 | DCO-PP-23X-GREPS-240005 |
| Demolition and site clearance | 3 of 3 | DCO-PP-23X-GREPS-240006 |
| Site works parameter plan | DCO-PP-23X-GREPS-240007 | |
| King Edward Memorial Park Foreshore | King Edward Memorial Park Foreshore | King Edward Memorial Park Foreshore |
| Demolition and site clearance | DCO-PP-24X-KEMPF-250004 | |
| Site works parameter plan | DCO-PP-24X-KEMPF-250005 – rev 1 | |
| Bekesbourne Street | Bekesbourne Street | Bekesbourne Street |
| Demolition and site clearance | DCO-PP-25X-BEKST-260003 | |
| Site works parameter plan | DCO-PP-25X-BEKST-260004 – rev 1 | |
| Abbey Mills Pumping Station | Abbey Mills Pumping Station | Abbey Mills Pumping Station |
| Site works parameter plan | DCO-PP-26X-ABMPS-270005 – rev 1 | |
| Beckton Sewage Treatment Works | Beckton Sewage Treatment Works | Beckton Sewage Treatment Works |
| Site works parameter plan | DCO-PP-27X-BESTW-280003 – rev 1 |
Drawings where only part of the drawing is for approval—
| Drawing title | Sheet number | Drawing number |
|---|---|---|
| Putney Embankment Foreshore | Putney Embankment Foreshore | Putney Embankment Foreshore |
| As existing listed structure interface – kiosk Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-05X-PUTEF-080024 | |
| Proposed listed structure interface – interception chamber Drawing is indicative save for the maximum extent of loss of listed structures which is for approval | DCO-PP-05X-PUTEF-080027 – rev 1 | |
| Victoria Embankment Foreshore | Victoria Embankment Foreshore | Victoria Embankment Foreshore |
| As existing and proposed detailed river elevation – impact on listed structure Drawing is illustrative save for the maximum extent of loss of listed structures which is for approval | DCO-PP-16X-VCTEF-180016 – rev 2 | |
| Proposed mooring access details Drawing is illustrative save for the detail of spanning the listed wall which is for approval | DCO-PP-16X-VCTEF-180027 – rev 1 | |
| As existing and proposed detailed river elevation – impact on listed structure Drawing is illustrative save for maximum extent of loss of listed structures which is for approval | DCO-PP-16X-VCTEF-180047 – rev 1 | |
| Blackfriars Bridge Foreshore | Blackfriars Bridge Foreshore | Blackfriars Bridge Foreshore |
| As existing listed structure interface – bridge stairs (west) Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-17X-BLABF-190041 | |
| As existing listed structure interface – bridge stairs (east) Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-17X-BLABF-190043 | |
| Permanent President mooring access plan and elevation Drawing is illustrative save for the detail of spanning the listed wall which is for approval | DCO-PP-17X-BLABF-190045 – rev 1 | |
| Greenwich Pumping Station | Greenwich Pumping Station | Greenwich Pumping Station |
| Existing floor plan with extent of loss Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-23X-GREPS-240011 | |
| As existing beam engine house north elevation Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-23X-GREPS-240018 – rev 1 | |
| As existing beam engine house south elevation with extent of loss Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-23X-GREPS-240020 – rev 1 | |
| Beam engine house existing east elevation Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-23X-GREPS-240022 – rev 1 | |
| Listed building internal elevations with extent of loss Drawing is for information save for the maximum extent of loss of listed structures which is for approval | DCO-PP-23X-GREPS-240024 – rev 1 |
SCHEDULE 3 — REQUIREMENTS
Interpretation
1
- (1) Where under any of the requirements the approval or agreement of the discharging authority or another person is required, that approval or agreement must be given in writing.
- (2) Where any requirement provides that the authorised project is to be carried out in accordance with a document or the details approved by the discharging authority, the document or approved details shall be taken to include any amendments or revised documents or plans that may subsequently be approved or agreed by the discharging authority, or other consent, agreement or approval of the discharging authority.
- (3) Where an approval is required under the terms of any requirement or a document referred to in a requirement, or any requirement specifies “unless otherwise approved” or “unless otherwise agreed” by the discharging authority or requires the applicant to demonstrate the existence of exceptional circumstances such approval shall not be given or exceptional circumstances agreed except in relation to minor or immaterial changes where it has been demonstrated to the satisfaction of the discharging authority that the subject-matter of the approval sought or the undertaker’s proposed response to exceptional circumstances is unlikely to give rise to any materially new or materially different environmental effects from those assessed in the Environmental Statement. This is not to be used to avoid or circumvent submission, discharge or consideration of matters properly to be dealt with through and in accordance with Schedule 17.
- (4) Subject to (2) where any requirement refers to a document or plan, that document or plan shall be taken to be the version certified by the Secretary of State pursuant to the provisions of this Order.
- (5) Where site specific requirements specify ‘commencement of development’ they refer to the commencement of development on that site only.
- (6) Where site specific requirements refer to ‘landscaping’ they refer to the zone within which required landscaping would be located, identified on the site works parameter plans. Elsewhere, land restoration will be undertaken in accordance with Article 35(4) of this Order.
Project-wide requirements
2
The table below sets out the requirements for the Project as a whole —
| Title | Ref | Text |
|---|---|---|
| Interpretation/definitions | PW1 | In this Schedule— “Air Management Plan” means the document with reference number 7.14; “Approved plans” means those drawings listed at part 4 of Schedule 2 to this Order; “CoCP Part A” means the Code of Construction Practice Part A— General Requirements (document reference number APP205.01) as varied by the CoCP Part B for each site; “CoCP Part B” means the Code of Construction Practice Part B— Site Specific Requirements (document reference numbers APP178.03-49) as varied by requirement KEMPF18 of this Order; “Design Principles” means the document with reference number APP206.01; “Draft Project Framework Travel Plan” means the document with reference number 7.11; “Heritage Statement” means the document with reference number 5.3; “OAWSI” means the Overarching Archaeological Written Scheme of Investigation (document reference number APP195); “SSAWSI” means a site-specific archaeological written scheme of investigation; “relevant stakeholder” means any of the following organisations which may be relevant in the opinion of the relevant planning authority depending on the nature of any proposed amendment to the Code of Construction Practice to be considered for approval by the relevant planning authority— the Environment Agency, the local highway authority, Transport for London, the Port of London Authority, the Marine Management Organisation or the Historic Buildings and Monuments Commission for England; “TfL” means Transport for London; “HBMCE” means the Historic Buildings and Monuments Commission for England. |
| Time limits | PW2 | The authorised development must be commenced within five years of the date of this Order. |
| Phasing of the authorised development – Project wide | PW3 | (1) The proposed construction phasing of the authorised project setting out the sequence of works numbered 1a, 1b, 1c, 1d, 7 and 20 shall be sent to the relevant planning authorities for information, no later than two months before the commencement of development. (2) The authorised development shall be carried out in accordance with the details provided further to (1). |
| Phasing of the authorised development – Site specific | PW4 | (1) Development of each of the works numbered 2 to 19 and 21 to 27 shall not commence unless the proposed phasing of the authorised project on the site is submitted to the relevant planning authority for information at least two months in advance. (2) These details shall include, for each part of the authorised project, the location and period of those works, including construction, landscaping, removal of temporary construction areas and works, and commissioning, and the details of the body responsible for carrying out those works. (3) Any revisions to the construction phasing shall be submitted to the relevant planning authority for information at least two months in advance. (4) The authorised development shall be carried out in accordance with the details provided further to paragraphs (1) to (3). |
| Drive strategy | PW5 | The tunnelling works that form part of the authorised development shall be driven in the directions set out below— Work No. 1a. From. Carnwath Road Riverside. To. Acton Storm Tanks. Work No. 1b. From. Kirtling Street. To. Carnwath Road Riverside. Work No. 1c. From. Kirtling Street. To. Chambers Wharf. Work No. 1d. From. Chambers Wharf. To. Abbey Mills Pumping Station. Work No. 7. From. Dormay Street. To. King George’s Park. Work No. 7. From. Dormay Street. To. Carnwath Road Riverside. Work No. 20. From. Greenwich Pumping Station. To. Chambers Wharf. |
| CoCP Part A | PW6 | Until completion of construction the authorised development described in Schedule 1 (authorised project) shall be carried out in accordance with the CoCP Part A subject to the provisions of paragraph 11 of Part 3 of Schedule 16 to this Order and any site-specific variations made through the approval of a revised CoCP Part B, unless otherwise agreed by the relevant planning authority, in consultation with other relevant stakeholders. This requirement is subject to requirement KEMPF18. |
| Air Management Plan | PW7 | (1) The authorised development shall be operated and maintained in accordance with the Air Management Plan (document reference 7.14). (2) Any alterations to the Air Management Plan shall be submitted to, and approved by, the Mayor of London in consultation with the relevant affected local authority. (3) The authorised development shall not be brought into use until details of odour management and monitoring for each site are submitted to the relevant planning authority for information. |
| Monitoring of and protective works to listed buildings and structures (including from settlement) | PW8 | (1) Where monitoring of effects on any listed building or structure is proposed, instrumentation and monitoring equipment shall be temporarily attached in accordance with the principles set out in Section 3.7 of the Heritage Statement, and in consultation with the landowner, unless otherwise approved by the relevant planning authority in consultation with the HBMCE before the equipment is attached. (2) Any intrusive protective works or mitigation which might affect the heritage significance of any listed buildings or structures, either during construction or to mitigate the effects of construction, shall not be carried out until details of those works are submitted for approval by the relevant planning authority in consultation with the HBMCE. (3) The authorised development shall be carried out in accordance with the approved details, unless otherwise agreed by the relevant planning authority in consultation with the HBMCE. |
| Built heritage recording | PW9 | (1) The built heritage assets set out in Appendix C of the OAWSI shall not be demolished or removed until a SSAWSI (which shall accord with the OAWSI) setting out how the asset shall be recorded is submitted for approval by the relevant planning authority in consultation with the HBMCE. (2) The works to record the built heritage asset shall be carried out in accordance with the approved details, unless otherwise agreed by the relevant planning authority in consultation with the HBMCE. |
| Signage for temporary footpath diversions | PW10 | (1) Any temporary diversion of a Public Right of Way shall not be implemented until a scheme for temporary signage at points of changes in direction is submitted for approval by the local planning authority in consultation with the relevant highway authority. Any approved temporary diversions must be publicised in order to give adequate notice to pedestrians and cyclists. (2) The signs shall be erected and maintained in accordance with the approved details throughout the construction period, unless otherwise agreed by the relevant planning authority in consultation with the relevant highway authority. |
| Interpretation strategy | PW11 | (1) A project-wide heritage interpretation strategy shall be developed in consultation with the HBMCE within 12 months of the start of construction, in accordance with the OAWSI and design principle HRTG.07. (2) The strategy shall be implemented at site level through the landscaping details to be submitted for approval by the relevant planning authorities, or pursuant to a site specific heritage interpretation requirement. (3) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authorities in consultation with the HBMCE. |
| Excavated material and waste | PW12 | (1) Excavated material and waste arising during construction of the authorised development shall be managed in accordance with the Excavated Material and Waste Commitments (document reference APP142). (2) Any alterations to the Excavated Material and Waste Commitments shall be submitted for approval by the Mayor of London in consultation with Natural England, and shall be within the terms of the Habitats Regulations Assessment No Significant Effects Report and the Environmental Statement. |
| Groundwater and dewatering monitoring and management | PW13 | Groundwater and dewatering monitoring and management shall be carried out in accordance with the Groundwater Environmental Management – Dewatering and Monitoring Strategy (document reference APP141). Any alterations to the strategy shall be submitted to, and agreed by, the Environment Agency. |
| Operational noise | PW14 | (1) Use of the authorised development shall not commence until a noise report is submitted to and approved by the relevant planning authority for each site. This report shall be based on the methodology as defined in British Standard 4142—1997 and demonstrate that the rating noise level for permanent fixed plant / machinery at the nearest residential receptor is 10dB (A) below the typical background noise level for the quietest periods of time over which the plant / machinery will operate. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
| River Transport Strategy | PW15 | The authorised development shall be carried out in accordance with Section 4 and Schedules 1 to 7 of the River Transport Strategy (document reference APP207.02), or such updated version of the River Transport Strategy which is the result of any approval given or other decision taken further to the terms of the River Transport Strategy. Notwithstanding this, for the purposes of paragraphs 4.1.1(c), 4.1.1(d) and 4.1.1(e) of the River Transport Strategy, Chambers Wharf shall also be considered and treated as a foreshore site. |
| Completion of construction | PW16 | The undertaker shall within 10 business days of completion of construction serve notice in writing of the date of completion of construction upon all the relevant planning authorities, and the Mayor of London, HBMCE, Natural England, Environment Agency, Transport for London, Marine Management Organisation, Port of London Authority, Metropolitan Police, City of London Police, and the London Fire and Civil Defence Authority. |
| Noise and vibration trigger values | PW17 | 1 Noise and vibration trigger values 1.1 This requirement sets out the noise and vibration trigger values for the provision of off-site noise mitigation under the Non-statutory off-site mitigation and compensation policy (Application document number— APP210.01). References in this document to trigger values are to be construed as references to the trigger values in this requirement. 2 Residential property (airborne noise) 2.1 Subject to paragraphs 2.2 and 2.3 the airborne noise trigger values for noise insulation and temporary rehousing for residential property are as set out in Table 1. All construction noise levels will be predicted or measured at a distance of 1m from any affected eligible façade, which must have windows to bedrooms or living habitable rooms. In this requirement “habitable room” has the same meaning as in the Building Regulations 2000 Approved Document F (2010 edition). 2.2 The trigger values shown in Table 1 do not apply where the ambient noise level is greater than the noise insulation trigger value. In such cases, where the ambient noise level (in the absence of construction noise) exceeds the relevant noise insulation trigger value shown above, then— 2.2.1 the ambient noise level shall be used as the construction noise level required to trigger insulation; and 2.2.2 the ambient noise level +10dB shall be used as the temporary rehousing trigger value. 2.3 The trigger values shown in Table 1 apply if— 2.3.1 the predicted or measured noise level exceeds the noise trigger value for noise insulation or temporary rehousing at the property for at least ten days out of any period of 15 consecutive days; or 2.3.2 the predicted or measured noise level exceeds the noise trigger value for noise insulation or temporary rehousing at the property for 40 days in any six-month period; or 2.3.3 where a significant effect is identified using the assessment methodology defined in the Environmental Statement and forecast noise level exceeds assessment category C defined in the Environmental Statement even if the duration trigger values in paragraphs 2.3.1 and 2.3.2 are not exceeded; and (a) noise insulation does not already exist that is of an equivalent standard to that which would be allowed for under the Noise Insulation (Railways and other Guided Systems) Regulations 1996 (the ‘1996 Regulations’); or (b) grants for noise insulation works in accordance with the Land Compensation Act 1973 have not already been paid. 3 Residential property (ground borne noise and vibration) 3.1 The following ground borne noise and vibration trigger values apply for off-site mitigation— 3.1.1 ground borne noise measured near, but not at, the centre of any room in a property— 45 dB LASmax. 3.1.2 ground borne vibration measured at the centre of any floor in a property— (a) daytime (7am to 11pm)— a vibration dose value (VDVb) of 0.8m/s1.75; and (b) night-time (11pm to 7am)— a vibration dose value (VDVb) of 0.4m/s1.75. 3.2 Temporary respite accommodation will be triggered if the predicted or measured vibration exceeds the trigger levels in the property for more than one day. 3.3 At any residential property where noise insulation cannot reasonably be installed the trigger value for temporary rehousing shall be the same as the trigger value for noise insulation as set out in Table 1. 4 Special cases— Residential 4.1 Night shift worker— the night-time trigger values in paragraphs 4.2.1 and 4.2.2 shall apply during the day and evening. 4.2 Vulnerable persons (as defined in the Non-statutory off-site mitigation and compensation policy (application document number— APP210.01))— 4.2.1 for airborne and ground borne noise the trigger levels at 2 and 3.1.1 minus 10 dB shall apply; 4.2.2 for ground borne vibration the trigger values at paragraph 3.1.2 divided by 2 shall apply. 5 Special cases - houseboats 5.1 Development shall not commence at Putney Embankment Foreshore, Kirtling Street, Heathwall Pumping Station or Chambers Wharf until trigger values for noise insulation and temporary rehousing in relation to noise and vibration impacts on houseboats in the vicinity of those work sites have been submitted to and approved by the relevant planning authority. 5.2 Trigger values for temporary rehousing where noise insulation in relation to houseboats cannot reasonably be installed shall be the same as the trigger values for noise insulation agreed under paragraph 5.1. 5.3 Thereafter the approved values shall be applied as the trigger values for houseboats as a special case. 6 Special cases— community facilities 6.1 Airborne noise trigger levels are set 5 dB above the prevailing ambient noise level (indoors or outdoors) or the guidelines / limits set in the following whichever is the higher— (a) BS8233 (1999) Sound Insulation and Noise Reduction for Buildings. Code of Practice. British Standards Institution; (b) Education Funding Agency (2012). Acoustics Performance Standards for the Priority Schools Building Programme. Department for Education. The Stationery Office Limited; (c) Department for Health (2011). Acoustics— Technical Design Manual 4032—0.3. The Stationery Office Limited; and (d) British Council for Offices (2009). Guide to Specification. |
| Notice of maintenance works | PW18 | The undertaker shall give notice to the relevant planning authority not less than 28 days in advance of carrying out ten yearly maintenance operations for any works at any of the sites in the area of the relevant planning authority. Such notice will provide a description of the works to be undertaken, the location and extent of the works, estimated duration and means of access to the site and necessary arrangements for maintenance/provision of associated services to be provided to the sites. |
| Baseline monitoring | PW19 | Development at any work site shall not commence until ambient noise monitoring has been carried out at sensitive receptors in the vicinity of that work site and the following conditions have been met- (a) locations for ambient baseline noise monitoring have been submitted to and approved by the relevant planning authority. (b) a method statement for noise monitoring, to include the duration of monitoring, has been submitted to and approved by the relevant planning authority. (c) noise monitoring has been carried out at the approved locations in accordance with the approved method statement. (d) the results of the noise monitoring have been submitted to the relevant planning authority. |
| Day | Time | Averaging period, T |
| --- | --- | --- |
| Mondays to Fridays | 7am to 8am | 1 hour |
| Mondays to Fridays | 8am to 6pm | 10 hours |
| Mondays to Fridays | 6pm to 7pm | 1 hour |
| Mondays to Fridays | 7pm to 10pm | 1 hour |
| Saturdays | 7am to 8am | 1 hour |
| Saturdays | 8am to 1pm | 5 hours |
| Saturdays | 1pm to 2pm | 1 hour |
| Saturdays | 2pm to 10pm | 1 hour |
| Sundays and Public Holidays | 7am to 10pm | 1 hour |
| Night-time Any day | 10pm to 7am | 1 hour |
Acton Storm Tanks
3
The table below sets out the specific requirements for the Acton Storm Tanks site—
| Title | Ref | Text |
|---|---|---|
| CoCP Part B | ACTST1 | Until completion of construction the authorised development shall be carried out in accordance with the CoCP Part A subject to the site specific variations set out in CoCP Part B for this site, unless otherwise agreed with the relevant planning authority in consultation with other relevant stakeholders. |
| Detailed design approval for permanent above-ground structures | ACTST2 | (1) Construction of any permanent above-ground structure shall not commence until details of the design (including size, external appearance and samples of materials) of these structures, which shall accord with the appropriate design principles for this site and the Site works parameter plan, are submitted to and approved by the relevant planning authority. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
| Contaminated land | ACTST3 | Site-specific remediation strategy (1) No works shall be carried out at this site (except for demolition of existing buildings, works in the highway including site access, works to trees and installation of monitoring equipment) until the following are submitted to and approved by the relevant planning authority in consultation with the Environment Agency— a preliminary risk assessment and site investigation scheme which identifies— all previous uses potential contaminants associated with those uses a conceptual model of the site indicating sources, pathways and receptors a qualitative risk assessment of any potentially unacceptable risks arising from contamination at the site a proposed site investigation scheme providing information for a detailed quantitative assessment of the risk to all receptors that may be affected, including those off-site. a remediation strategy which includes— a detailed quantitative risk assessment an options appraisal giving full details of the remediation measures required and how they shall be carried out a verification plan providing details of the data to be collected in order to demonstrate that the works set out in the remediation strategy are complete and identifying any requirements for long-term monitoring of pollutant linkages, maintenance and arrangements for contingency action a programme for the submission of elements detailed in (3) and (4) below. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise agreed with the relevant planning authority in consultation with the Environment Agency. Verification report (3) Prior to completion of the works, a verification report demonstrating completion of the works set out in the approved remediation strategy and the effectiveness of the remediation shall be submitted to and approved by the relevant planning authority in consultation with the Environment Agency. The report shall include results of sampling and monitoring carried out in accordance with the approved details to demonstrate that the site remediation criteria were met. It shall also include a plan for long-term monitoring of pollutant linkages, maintenance and arrangements for contingency action as identified in the verification plan. (4) The long-term monitoring and maintenance plan shall be implemented in accordance with the approved details, unless otherwise agreed with the relevant planning authority in consultation with the Environment Agency. Unexpected contamination (5) If, in carrying out any works on this site, contamination not previously identified is found to be present, then unless otherwise agreed by the relevant planning authority, no further development or works shall be carried out in the part of the site in which the contamination is identified until a remediation strategy is submitted to and approved by the relevant planning authority in consultation with the Environment Agency. The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
| Archaeology | ACTST4 | Site-specific archaeological written scheme of investigation (1) No excavation shall be carried out until a SSAWSI (which shall accord with the OAWSI) is submitted to and approved by the relevant planning authority in consultation with the HBMCE. (2) The authorised development shall be carried out in accordance with the approved details by a suitably qualified person or body. |
| Landscaping works | ACTST5 | (1) Construction of the permanent above-ground structures shall not commence until details of the landscaping works, which shall accord with the indicative Landscape plan (Drawing Nos. DCO-PP-02X-ACTST-050010 and DCO-PP-02X-ACTST-050011) and the design principles for this site, are submitted to and approved by the relevant planning authority. (2) Unless otherwise agreed by the relevant planning authority, the landscaping information required in paragraph (1) above shall comprise details of all hard and soft landscaping works including: a. location, quantity, species, size and density of any proposed planting b. cultivation, importation of materials and other operations to ensure plant establishment c. monitoring and maintenance (including any maintenance or restoration of landscaping required after tunnel commissioning) d. proposed finished ground levels e. hard-surfacing materials f. minor structures such as furniture, refuse or other storage units, signs and lighting g. retained historic landscape features and proposals for restoration, where relevant h. a programme for implementation of all landscaping works i. details of fencing/enclosures j. vehicular and pedestrian access, parking and circulation areas, (including details of areas of public access) k. proposed and existing functional services above and below ground, including drainage, power and communications cables and pipelines, manholes and supports l. details of existing trees to be retained (3) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. (4) The approved landscaping works shall be carried out by suitably trained or qualified personnel to a reasonable standard in accordance with the relevant recommendations of appropriate British Standards or other recognised codes of good practice. Replacement trees and shrubs (5) If, within a period of five years from the date of the planting of any tree or shrub, that tree or shrub (or any tree or shrub planted to replace it) is uprooted or destroyed or dies, another tree or shrub of the same species and size as that originally planted shall be planted in the same place, unless the relevant planning authority approves any variation. |
| Construction traffic management plan | ACTST6 | (1) Work No. 2a shall not commence until a traffic management plan (which shall accord with the CoCP) is submitted to and approved by the relevant planning authority in consultation with TfL. (2)The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority in consultation with TfL. |
| Travel plan | ACTST7 | (1) Work No. 2a shall not commence until a site-specific construction workforce travel plan, which shall accord with the Draft Project Framework Travel Plan, is submitted to and approved by the relevant planning authority in consultation with TfL. (2) The approved travel plan(s) shall be implemented from commencement of Work No. 2a and remain in place for the duration of the construction works, unless otherwise approved by the relevant planning authority in consultation with TfL. |
| Highway works | ACTST8 | Junction changes (1) Works to the Canham Road / Stanley Gardens junction shall not commence until details of those works are submitted to and approved by the local highway authority. Road strengthening (2) Road strengthening works to Canham Road shall not commence until details of those works are submitted to and approved by the local highway authority. Footpath widening (3) Works to widen the public footpath along the Canham Road frontage shall not commence until details of those works are submitted to and approved by the local highway authority. (4) The works shall be completed within 3 months of commencement of construction. (5) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the local highway authority. |
| Specification of accesses (construction and operational) | ACTST9 | (1) No alterations shall be made to any existing access or any new access provided until details of the design, which shall accord with the design principles for this site, are submitted to and approved by the local highway authority. Any such works shall be completed prior to their use. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise agreed by the highway authority. |
| Surface water drainage | ACTST10 | (1) Construction of permanent above-ground structures or landscaping shall not commence until details of the surface water drainage system for this site (including means of pollution control, an assessment of the hydrological and hydrogeological context and details of how the scheme shall be maintained and managed following completion) in accordance with the appropriate design principles are submitted to and approved by the relevant planning authority in consultation with the Environment Agency. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority in consultation with the Environment Agency, and completed prior to use of the authorised development. |
| Lighting (operational phase) | ACTST11 | (1) Use of the authorised development shall not commence until details of the operational lighting, which shall accord with the design principles for this site, are submitted to and approved by the relevant planning authority. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
Hammersmith Pumping Station
4
The table below sets out the specific requirements for the Hammersmith Pumping Station site—
| Title | Ref | Text |
|---|---|---|
| CoCP Part B | HAMPS1 | Until completion of construction the authorised development shall be carried out in accordance with the CoCP Part A subject to the site specific variations set out in CoCP Part B for this site, unless otherwise agreed with the relevant planning authority in consultation with other relevant stakeholders. |
| Contaminated land | HAMPS2 | Site-specific remediation strategy (1) No works shall be carried out at this site (except for demolition of existing buildings, works in the highway including site access, works to trees and installation of monitoring equipment), unless otherwise agreed, until the following are submitted to and approved by the relevant planning authority in consultation with the Environment Agency— a. a preliminary risk assessment and site investigation scheme which identifies— all previous uses potential contaminants associated with those uses a conceptual model of the site indicating sources, pathways and receptors a qualitative risk assessment of any potentially unacceptable risks arising from contamination at the site a proposed site investigation scheme providing information for a detailed quantitative assessment of the risk to all receptors that may be affected, including those off-site. b. a remediation strategy which includes— a detailed quantitative risk assessment an options appraisal giving full details of the remediation measures required and how they shall be carried out a verification plan providing details of the data to be collected in order to demonstrate that the works set out in the remediation strategy are complete and identifying any requirements for long-term monitoring of pollutant linkages, maintenance and arrangements for contingency action a programme for the submission of elements detailed in (3) and (4) below. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise agreed with the relevant planning authority in consultation with the Environment Agency. Verification report (3) Prior to completion of the works, a verification report demonstrating completion of the works set out in the approved remediation strategy and the effectiveness of the remediation shall be submitted to and approved by the relevant planning authority in consultation with the Environment Agency. The report shall include results of sampling and monitoring carried out in accordance with the approved details to demonstrate that the site remediation criteria were met. It shall also include a plan for long-term monitoring of pollutant linkages, maintenance and arrangements for contingency action as identified in the verification plan. (4) The long-term monitoring and maintenance plan shall be implemented in accordance with the approved details, unless otherwise agreed with the relevant planning authority in consultation with the Environment Agency. Unexpected contamination (5) If, in carrying out any works on this site, contamination not previously identified is found to be present, then unless otherwise agreed by the relevant planning authority, no further development or works shall be carried out in the part of the site in which the contamination is identified until a remediation strategy is submitted to and approved by the relevant planning authority in consultation with the Environment Agency. The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
| Archaeology | HAMPS3 | Site-specific archaeological written scheme of investigation (1) No excavation shall be carried out until a SSAWSI (which shall accord with the OAWSI) is submitted to and approved by the relevant planning authority in consultation with the HBMCE. (2) The authorised development shall be carried out in accordance with the approved details by a suitably qualified person or body. |
| Construction traffic management plan | HAMPS4 | (1) Work No. 3a shall not commence until a traffic management plan (which shall accord with the CoCP) is submitted to and approved by the relevant planning authority in consultation with TfL. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority in consultation with TfL. |
| Travel plan | HAMPS5 | (1) Work No. 3a shall not commence until a site-specific construction workforce travel plan, which shall accord with the Draft Project Framework Travel Plan, is submitted to and approved by the relevant planning authority in consultation with TfL. (2) The approved travel plan(s) shall be implemented from commencement of Work No. 3a and 3b and remain in place for the duration of the construction works, unless otherwise approved by the relevant planning authority in consultation with TfL. |
| Specification of accesses (construction and operational) | HAMPS6 | (1) No alterations shall be made to any existing access or any new access provided until details of the design, which shall accord with the design principles for this site, are submitted to and approved by the local highway authority. Any such works shall be completed prior to their use. (2)The authorised development shall be carried out in accordance with the approved details, unless otherwise agreed by the highway authority. |
| Surface water drainage | HAMPS7 | (1) Construction of the permanent above-ground structures or landscaping shall not commence until details of the surface water drainage system for this site (including means of pollution control, an assessment of the hydrological and hydrogeological context and how the scheme shall be maintained and managed following completion), which shall accord with the design principles for this site, shall be submitted to and approved by the relevant planning authority in consultation with the Environment Agency. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority in consultation with the Environment Agency, and completed prior to use of the authorised development. |
| Detailed design approval for permanent above-ground structures | HAMPS8 | (1) Construction of any permanent above-ground structure shall not commence until details of the design (including size, external appearances and samples of materials), which shall accord with the appropriate design principles for this site and the Site works parameter plan, are submitted to and approved by the relevant planning authority. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
| Heritage interpretation | HAMPS9 | (1) Prior to completion of the works (save for commissioning) any relevant details applicable to this site from the project wide heritage strategy required by PW11 shall be submitted to and approved by the relevant planning authority. (2) The authorised development shall be carried out in accordance with the approved details, unless otherwise approved by the relevant planning authority. |
Barn Elms
5
The table below sets out the specific requirements for the Barn Elms site—
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