teesworks_-_keywords_-

{include:Teesworks - keywords - menu}

1911South-Tees-Master-Plan-Nov-19.2.pdf:5:developed by Sirius Minerals in North Yorkshire. These projects, and many more in our inward investment pipeline, demonstrate the level of ambition for our area.

1911South-Tees-Master-Plan-Nov-19.2.pdf:26:the major industrial complex of Wilton International. sea pipe and cable laying operators resident in the Park. Most recently, RBT have signed a materials

1911South-Tees-Master-Plan-Nov-19.2.pdf:27: site, operate strategically important industrial pipelines their potential and attract the right kinds of businesses.

1911South-Tees-Master-Plan-Nov-19.2.pdf:27: 2.04.7 BOC and have pipeline corridors that traverse the STDC area.

1911South-Tees-Master-Plan-Nov-19.2.pdf:32:industrial pipelines; and the Darlington-Saltburn Network is split between former SSI (Steel House) and STDC.

1911South-Tees-Master-Plan-Nov-19.2.pdf:34:major utilities corridor containing the CATS, BREAGH and other industrial pipelines, and an area of statutory extensively from slag fill. Before the building of South Gare, permanent dry land stopped at Tod Point,

1911South-Tees-Master-Plan-Nov-19.2.pdf:40:and pipelines. Along the primary Infrastructure corridor SSI and STDC for use of alternative, informal access

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:2.09.1 ELECTRICITY 2.09.2 INDUSTRIAL PIPELINES 2.09.3 WATER, DRAINAGE AND WASTE WATER

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:66Kv and 11Kv subs. The site HV cabling is generally The principal industrial pipelines crossing the site Works (WWTW) is an excellent asset for the site.

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:underground except for bridge crossings. Records influencing the Master Plan are: The CATS pipeline transports natural gas over 400km from The WWTW has been in operation for over 20 years,

1911South-Tees-Master-Plan-Nov-19.2.pdf:45: CATS Terminal Teesside. The pipeline crosses the Redcar of SSI. There are three municipal sewage transfer

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:accommodated within the main Infrastructure corridor and (High Pressure Gas Pipeline) former SSI Steelworks wayleave/easement is 15m wide

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:along the SW boundary of the South Bank site where they • RWE Breagh (High Pressure Gas Pipeline) (7.5m either side of the pipeline).

1911South-Tees-Master-Plan-Nov-19.2.pdf:45: The WWTW also accommodates industrial pipelines from

1911South-Tees-Master-Plan-Nov-19.2.pdf:45: to various areas and still contains hazardous material, pipelines. There is a consented estuary cooling water

1911South-Tees-Master-Plan-Nov-19.2.pdf:45: electricity to maintain flow. BOC pipelines serving segmental tunnel owned by Sembcorp Utilities Ltd.

1911South-Tees-Master-Plan-Nov-19.2.pdf:45:The overall site is currently operating at around 5MW. former SSI are now redundant, however BOC still serves The tunnel incorporates numerous pipelines used to

1911South-Tees-Master-Plan-Nov-19.2.pdf:46:The National Grid OH power lines and CATS pipelines

1911South-Tees-Master-Plan-Nov-19.2.pdf:49: PIPELINES

1911South-Tees-Master-Plan-Nov-19.2.pdf:52:An initial high level flood risk assessment of the STDC discharges into the Tees Estuary through four pipes with the area, along with potential flow diversions and The River Tees ‘main river’ forms the north-western

1911South-Tees-Master-Plan-Nov-19.2.pdf:52:REDCAR BULK TERMINAL (RBT) Fleet discharge pipes provide a potential flood risk with areas and ensuring that the defences to the River Tees

1911South-Tees-Master-Plan-Nov-19.2.pdf:60:substances on site as defined by the COMAH (Control (High Pressure Gas Pipeline)

1911South-Tees-Master-Plan-Nov-19.2.pdf:60: • RWE Breagh (High Pressure Gas Pipeline)

1911South-Tees-Master-Plan-Nov-19.2.pdf:69: • Official Receiver • Wood Group (CATS Pipeline) better and be more successful; helping to realise and sustain significant growth in the Tees Valley economy. Given

1911South-Tees-Master-Plan-Nov-19.2.pdf:76:pipes, railway tracks and sidings present throughout. through the realisation of high-density, employment- for Ports, Transport, Open Spaces, Remediation, Energy,

1911South-Tees-Master-Plan-Nov-19.2.pdf:92:• Existing sea water intake pipes bulk materials to support operations. There is a planned 2 acre heritage parcel that contains the Redcar Blast Furnace

1911South-Tees-Master-Plan-Nov-19.2.pdf:102: • Existing bridge links across pipeline and entry road for potential connection to Central

1911South-Tees-Master-Plan-Nov-19.2.pdf:133:such as the CATS pipeline are already accommodated

1911South-Tees-Master-Plan-Nov-19.2.pdf:133:pipeline development exclusion zone is readily protected.

1911South-Tees-Master-Plan-Nov-19.2.pdf:136:for Transport Appraisals to assess transport impacts, joined up approach to be adopted in the promotion and and in the pipeline, and the Department for Transport is initiative would further drive the need for an up-to-date

1911South-Tees-Master-Plan-Nov-19.2.pdf:147:a large water head between the lagoon and the sea water levels. Bi-directional turbines generate or pipeline to power turbines. The diverted water is then returned to the river downstream of the facility. Facilities

1911South-Tees-Master-Plan-Nov-19.2.pdf:151:of the bio feedstock supplies, and a CO2 pipeline would Average Temperature = 50°F (10°C)

1911South-Tees-Master-Plan-Nov-19.2.pdf:155:greenhouse gas emissions are becoming increasingly dioxide can be transported through pipelines or by

1911South-Tees-Master-Plan-Nov-19.2.pdf:155:membrane-based filtration, and cryogenic separation. require up to 60,000 acres of pond area, for a 250 Pipeline

1911South-Tees-Master-Plan-Nov-19.2.pdf:156:an underground piped network with drainage control a comprehensive water balance assessment will be

1911South-Tees-Master-Plan-Nov-19.2.pdf:167: between the two organisations are in the pipeline.

R-2021-0674-NM-DECISION NOTICE.pdf:7:CATS Pipeline

R-2021-0674-NM-DECISION NOTICE.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0674-NM-DECISION NOTICE.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf:4:material is then drawn into a suction pipe.”

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf:4:This description is correct and in order for the suction pipe to be able to draw the material into the onboard

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf:4:pipe and be able to swing along its cut line, the cutter head needs to be open and therefore cannot be not

MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:1: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:1: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf:1: pipework associated with Tees water abstraction;

MLA202000506 and MLA202000507 Draft HRA phase 1 and 2.pdf:2: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

MLA202000506 and MLA202000507 Draft HRA (2).pdf:2: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:associated conveyor at the downstream end), a live electrical substation on the hinterland, pipework which

MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:13: electrical substation and pipework which previously abstracted water from the Tess estuary

20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:13: as well as the pipe work feeding the pumping station would be removed by using vibration

MLA202000506 and MLA202000507 Draft HRA.pdf:2: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:15: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:15: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: SUB-RIVER PIPE TUNNEL

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: lm Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: RO Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipeline Stone Bol

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe L Twr SM

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Shingle Pipelines Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:22:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipe Line nd

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipeline da

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipelines Mean High Water

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipe Line

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:30:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:30:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:182:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:182: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:Oil depot tanks and pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:198: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:198: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:235:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:256: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:267: o Any open pipes will be capped to prevent animals gaining access; and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:267: o All excavations and pipe systems will be checked at the start of each working day.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:280: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:280:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:283:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:283:Purple sandpiper 61 36 45 26 55 45

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:286: sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:321:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:352:electrical substation and pipework associated with the pumping station), these buildings and structures are

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:358:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:410:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:475:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:475:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:525: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:556: purple sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:556: • Purple sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:600:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Pipeline

MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Pipe Line nd

MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Pipeline da

MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Pipelines

MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Pipeline

MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:5:motion and loosened material is then drawn into a suction pipe. This is somewhat different to the backhoe and trailing suction hopper

MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:5:excavator (backhoe dredging) or where material is collected by an enclosed drag head and drawn into the suction pipe (trailing suction

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:260: Fucoid algae (Fucus spp.) were observed on pipes and concrete structures in the inaccessible

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:448:south) is marked by a line of timber trestles previously supporting an outfall pipe.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:450:Common Sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:15: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:15: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: SUB-RIVER PIPE TUNNEL

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: lm Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: RO Pipe Gantry

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipeline Stone Bol

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe L Twr SM

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Shingle Pipelines Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipe Line nd

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline da

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipelines Mean High Water

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipe Line

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:30:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:30:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:182:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:182: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:Pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:Oil depot tanks and pipelines

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:198: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:198: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:235:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:256: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:267: o Any open pipes will be capped to prevent animals gaining access; and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:267: o All excavations and pipe systems will be checked at the start of each working day.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:280: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:280:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:283:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:283:Purple sandpiper 61 36 45 26 55 45

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:286: sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:321:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:352:electrical substation and pipework associated with the pumping station), these buildings and structures are

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:410:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:475:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:475:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:525: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:556: purple sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:556: • Purple sandpiper

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:600:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

MLA_2020_00506-Licence Document (Marine).pdf:9: well as the pipework feeding the pumping station will be

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:20: SUB-RIVER PIPE TUNNEL

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:20: Pipe Gantry

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:20: n m Pipe Gantry

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:20: RO A Pipe Gantry

MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:20: Pp i es Pipelines

MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:2: downstream end jetty), a live electrical substation and pipework which previously abstracted water from the Tees estuary

MLA_2020_00506-Licence Document (Marine)-45.pdf:9: well as the pipework feeding the pumping station will be

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: SUB-RIVER PIPE TUNNEL

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe Gantry

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: lm Pipe Gantry

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: RO Pipe Gantry

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipelines

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipeline Stone Bol

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe L Twr SM

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Shingle Pipelines Pipelines

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipeline

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: Pipe

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:10:exception of an electrical substation and pipework associated with the pumping station). However, both the

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:13:  removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

MLA_2020_00506-Licence Document (Marine)-58.pdf:9: well as the pipework feeding the pumping station will be

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:5: at the extreme downstream end jetty), a live electrical substation and pipework which previously

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: SUB-RIVER PIPE TUNNEL

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe Gantry

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: lm Pipe Gantry

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: RO Pipe Gantry

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipeline Stone Bol

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe L Twr SM

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Shingle Pipelines Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipeline

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipe Line nd

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline da

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipelines Mean High Water

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipe Line

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: 1035 Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:17:The live electrical substation, conveyor and pipework (associated with the pumping station) which are to be

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:There is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the proposed scheme.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:However, the proposed scheme has been designed to ensure that works are not required above the pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:tunnels and therefore no disaster risk (e.g. due to destabilising) associated with the pipe tunnels is

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • There are also pipelines which run along the riverbank and it is understood that the oil depot was

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: once served by the adjacent jetty, it is therefore anticipated that oil pipelines run between the oil

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • Five quayside heavy duty oil tanks and associated structures and pipework (R/2020/0281/PND).

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Excavation of underground utilities and pipework Infrastructure.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:16:The proposed scheme (and consequently the dredging requirements) has been designed to avoid the pipe

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:Glass – substation building Underground utilities and pipework Hazardous waste electrical and

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Underground utilities and pipework Infrastructure

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:A check will be carried out before any underground utilities and pipework connections are required to be

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Any pipework that was used to transport hazardous substances (for example oil, associated with the oil

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:depot) should have a decommissioning plan, which explored flushing out the pipes prior to decommissioning

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:and appropriate measures to ensure no hazardous material is released when the pipes are removed.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Another potential option will be to cap the pipelines and then to remove the pipe in sections. This will have

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Plastic ducting and pipework will be assessed to determine whether it will be suitable for recycling, or for

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:29:to cause leaks. Valves, stopcocks and pipes should be regularly checked for leakages. Fuelling activities

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:59: major accident hazard site or pipeline. The HSE suggested submitting a pre-application enquiry to them to seek early reassurance that the development

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:65:There is a series of pipe tunnels that cross under the Tees estuary and therefore any impact on these

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:65:However, the pipe tunnels are located downstream of the proposed scheme footprint and therefore no

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: PIPE CROSSING

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Pipeline Stone

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Shingle Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:pipelines which run along the riverbank and it is understood that the oil depot was once served by the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:adjacent jetty; it is therefore anticipated that oil pipelines run between the oil depot and jetty.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: There are four pipelines running from the Eston Sheet and Galvanising Works located 200m south

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: Pipelines are also shown further north refinery and a kiln and chimney is labelled to the east.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: There are pipelines travelling from the site tanks and a tar well.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: pipes. The surface watercourse to the south of

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: Pipelines are also shown to run parallel to Mill

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: Pipelines are shown to run from the south

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: a pipeline running west to east across the site.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: heating and pipeline tracing.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: pipes which ran parallel to the river on the south

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: site of the access road. The pipes originated

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267: A pipeline is shown running west from the oil a conveyor, towers, selling tanks and another tank. This

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:2010 (OS Map No significant change. A pipe tunnel is shown running from the northern bank

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Oil depot tanks and pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:and oil depot tanks and pipelines (adjacent to

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: water supply Low Risk permeate through plastic pipes.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: pipes

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: permeation of Moderate to permeate through plastic pipes. Wood remediation

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: pipes installed.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Low Risk from the pipelines within the vicinity of the site. The

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279:Oil tanks and pipelines from oil vapours. users during

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: oil depot (on and off site) and associated pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279:Leakages from pipelines Leaching,

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: pipes

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: unsaturated Pollution of Low Risk the tanks or pipework.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: pipes

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: pipes

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: pipes

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Decommissioning of the oil depot and associated pipework, on-site sub-stations and Riverside

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Consideration should be given to protection of potable water supply pipes following UK Water

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: Research Document ‘Guidance for the Selection of Water Supply Pipes to be used on Brownfield

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: PIPE CROSSING

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Pipeline Stone

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Shingle Pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:197: • The two pipelines within the project area were discussed. Vessels do not

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:197: • NTM would prevent people using anchors near to the pipelines.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: There is a pipeline corridor (containing multiple major accident hazard

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: pipelines), the South Tees Linklines, lies under the dredge area at the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: downstream end of the site. SM is unaware of the depth of the pipelines

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: • Risk of damaging pipeline during dredging operations.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:199: Pipeline under river downstream of the turning area:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:200: • Channel dredge goes over the top of two pipeline tunnels, depth

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:202: Emergency Planning Unit commented on the pipeline tunnel

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: and pipework which previously abstracted water from the Tees estuary associated with the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: pumping station. In addition, it has been assumed that underground utilities and pipework

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:and three jetty structures located immediately downstream. In addition, a series of pipes are present within

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:260: Fucoid algae (Fucus spp.) were observed on pipes and concrete structures in the inaccessible

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:448:south) is marked by a line of timber trestles previously supporting an outfall pipe.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:450:Common Sandpiper

R-2021-0830-CD-DECISION NOTICE 0684.pdf:7:CATS Pipeline

R-2021-0830-CD-DECISION NOTICE 0684.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0830-CD-DECISION NOTICE 0684.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Lin

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin ers West

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: 1680.0 Pipelin

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Ga

R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: REMAINS UN-ALTERED ELECTRIC, BT, BREAGH PIPELINE) Description

R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: ZONE 4: BREAGH PIPELINE)

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:11: combination of natural solutions with piped (network) modelling to suggest improvements

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:20: with oversized pipes. Detailed assessment of proposed drainage options should be

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: ZONE 4: BREAGH PIPELINE)

R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000034_C01.pdf:1: ELECTRIC, BT, BREAGH PIPELINE)

R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf:5:industries on Teesside, will be captured through a common CO2 pipeline network and transported for secure

R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000036_C01.pdf:1: ELECTRIC, BT, BREAGH PIPELINE) 10. PAVEMENT DESIGN - THE ROAD CONSTRUCTION AND

R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:9:Calidris alba, Purple Sandpiper Calidris maritima, Common Redshank, Sandwich Tern) and an

R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:9:Knot, Sanderling, Purple Sandpiper and Sandwich Tern mostly use the open coast. Common

R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0754-FFM-Decision Notice 0754.pdf:4:CATS Pipeline

R-2021-0754-FFM-Decision Notice 0754.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0754-FFM-Decision Notice 0754.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline FB

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: El Cn Pipelines

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline Tanks

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipelin

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipe

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipeline 0 DI

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Track Pipelin

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: Pipelines

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: cement materials or shards of pipe. If excavating in the vicinity of these abandoned asbestos cement materials, the appropriate Health & Safety precautions should be taken. Northumbrian Water accepts no liability

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: which arise as the result of the presence of the pipes or any failure to take adequate precautions. Emergency Telephone Number: 0345 717 1100

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: Calidris pugnax, Sanderling Calidris alba, Purple Sandpiper Calidris

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:72: • Any pipes should be capped when not in use (especially at night) to

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:87:Asset to be aware of, pipe crossing the

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:88:Closer look at the pipe asset to be

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25:  Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2021-0422-CD-Decision Notice (1).pdf:12:CATS Pipeline

R-2021-0422-CD-Decision Notice (1).pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0422-CD-Decision Notice (1).pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0422-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-00-DR-C-0001-S3-P01-Key_Plan.pdf:1: Pipe Gantry

R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-00-DR-C-0001-S3-P01-Key_Plan.pdf:1: Pipelin

R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0002-S3-P01-Knitting_Wife_Beck_Eastern_Reach_GA.pdf:1: CONCRETE BOX CULVERT Pipel

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Lin

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin ers West

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: 1680.0 Pipelin

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Ga

R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0231-FF-DECISION NOTICE.pdf:3:CATS Pipeline

R-2022-0231-FF-DECISION NOTICE.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0231-FF-DECISION NOTICE.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 9.00 2.75-9.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 26.50 22.00-26.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 7.50 1.80-7.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 26.30 22.20-26.30

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 7.00 1.70-7.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 28.00 23.50-28.20

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 9.00 1.70-9.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 24.30 19.50-24.30

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 9.50 3.20-9.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 17.50 14.00-17.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 6.00 1.70-6.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 20.50 16.00-20.60

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 7.00 2.00-7.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 22.70 18.70-22.70

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 10.00 4.00-10.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 15.50 10.50-15.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 8.00 1.70-8.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 22.00 17.50-22.20

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 8.50 2.70-8.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 16.50 13.30-16.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 50mm diameter slotted standpipe 7.00 1.70-7.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: 1 No. 25mm diameter slotted standpipe 21.00 17.50-21.50

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: SBC_AUK_BH114A 1 No. 50mm diameter slotted standpipe 8.00 3.00-8.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: SBC_AUK_BHD 1 No. 50mm diameter slotted standpipe 10.00 1.00-10.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: SBC_AUK_BHF 1 No. 50mm diameter slotted standpipe 9.90 1.00-9.90

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81: SBC_AUK_BHF2 1 No. 50mm diameter slotted standpipe 10.00 1.00-10.00

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:During site works the instruments within BGP_BH010 were installed with extra sections of pipe due to the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:expected change of ground level. Due to this extra pipe the instrument was unable to be monitored during the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:first post site works monitoring visit as the pipes were above head height. At the time of writing this report

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:AEG had not been instructed to date to add any further extra lengths of pipe to the installations due to

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:93: Slotted Standpipe

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:93: Standpipe Piezometer

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:98: 5.70 - 7.20 178 100 Yes standpipe installed between 3.00-9.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:98: 7.20 - 8.20 178 100 No standpipe installed between 22.50-26.50m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:99: standpipe installed between 3.00-9.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:99: standpipe installed between 22.50-26.50m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:100: slotted standpipe installed between 3.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:100: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:101: slotted standpipe installed between 3.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:101: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:102: slotted standpipe installed between 3.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:102: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:103: slotted standpipe installed between 3.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:103: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:104: slotted standpipe installed between 3.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:104: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:113: 4.20 - 5.70 178 100 Yes standpipe installed between 2.00-7.50m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:113: standpipe installed between 22.30-26.30m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:114: standpipe installed between 2.00-7.50m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:114: standpipe installed between 22.30-26.30m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:115: slotted standpipe installed between 2.00-7.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:115: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:116: slotted standpipe installed between 2.00-7.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:116: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:117:23/08/2021 19.70 19.70 0.00 slotted standpipe installed between 2.00-7.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:117: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:118: slotted standpipe installed between 2.00-7.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:118: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:119: slotted standpipe installed between 2.00-7.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:119: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:125: 4.20 - 5.70 178 100 Yes standpipe installed between 2.00m and 7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:125: diameter slotted standpipe installed between 24.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:126: 9.20 - 10.20 178 100 Yes standpipe installed between 2.00m and 7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:126: diameter slotted standpipe installed between 24.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:127: 15.20 - 16.70 Water 100 slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:127: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:128: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:128: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:129: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:129: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:130: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:130: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:131: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:131: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:141: 4.20 - 5.70 178 100 Yes standpipe installed between 2.00-9.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:141: standpipe installed between 20.00-24.30m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:142: standpipe installed between 2.00-9.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:142: standpipe installed between 20.00-24.30m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:143: 16.30 - 16.80 Water 100 slotted standpipe installed between 2.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:143: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:144: slotted standpipe installed between 2.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:144: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:145: slotted standpipe installed between 2.00-9.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:145: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:152:01/09/2021 2.70 2.70 178 Dry 2.70 - 4.20 178 27 Yes standpipe installed between 3.50-9.50m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:152: 5.70 - 7.20 178 40 Yes piezometer standpipe installed between 14.50-17.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:153: standpipe installed between 3.50-9.50m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:153: piezometer standpipe installed between 14.50-17.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:154: 13.70 - 14.20 Water 100 slotted standpipe installed between 3.50-9.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:154: 15.20 - 16.70 Water 100 diameter piezometer standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:155: 19.70 S 100/180mm 19.70 - 21.20 Water 100 slotted standpipe installed between 3.50-9.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:155: diameter piezometer standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:156: slotted standpipe installed between 3.50-9.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:156: diameter piezometer standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:157: 27.20 S 100/35mm 27.20 - 28.70 Water 100 slotted standpipe installed between 3.50-9.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:157: diameter piezometer standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:158: slotted standpipe installed between 3.50-9.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:158: diameter piezometer standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:167: 2.70 - 4.20 178 100 Yes standpipe installed between 2.00m and 6.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:167: 5.20 - 5.70 178 100 No diameter slotted standpipe installed between 16.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:168:02/08/2021 10.70 10.70 178 1.50 standpipe installed between 2.00m and 6.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:168: diameter slotted standpipe installed between 16.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:169: 14.60 S N59 13.70 - 14.60 Water 100 slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:169: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:170: 18.10 S 100/145mm 18.10 - 19.60 Water 100 slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:170: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:171: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:171: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:177:17/08/2021 7.70 6.70 178 6.00 2.70 - 4.20 178 100 Yes standpipe installed between 2.00-7.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:177: 5.70 - 6.70 178 100 Yes standpipe installed between 18.70-22.70m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:178:18/08/2021 11.70 11.70 178 standpipe installed between 2.00-7.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:178: standpipe installed between 18.70-22.70m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:179: 15.20 S N67 13.70 - 15.20 Water 100 slotted standpipe installed between 2.00-7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:179: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:180: 19.70 S 100/135mm 18.70 - 19.70 Water 100 slotted standpipe installed between 2.00-7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:180: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:181: slotted standpipe installed between 2.00-7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:181: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:188: 2.70 - 4.20 178 33 Yes standpipe installed between 4.00-10.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:188: 5.70 - 7.20 178 33 Yes standpipe installed between 10.50-15.50m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:189:23/08/2021 13.20 12.70 178 standpipe installed between 4.00-10.00m (response

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:189: standpipe installed between 10.50-15.50m BGL

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190:25/08/2021 13.70 13.20 15.20 - 15.80 Water 100 slotted standpipe installed between 4.00-10.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190: 16.70 - 17.30 Water 100 diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:191: 19.30 - 19.80 Water 100 slotted standpipe installed between 4.00-10.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:191: 20.30 - 21.30 Water 100 diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:192: 24.30 S 61/75mm 24.30 - 25.30 Water 0 slotted standpipe installed between 4.00-10.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:192: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:193: 28.90 C 100/52mm 27.30 - 28.90 Water 0 slotted standpipe installed between 4.00-10.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:193: diameter slotted standpipe installed between

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:201: 4.20 - 5.70 178 100 Yes standpipe installed between 2.00m and 8.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:201: diameter slotted standpipe installed between 18.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:202: standpipe installed between 2.00m and 8.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:202: diameter slotted standpipe installed between 18.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:203: 14.70 - 16.20 Water 100 slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:203: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:204: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:204: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:205: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:205: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:212: 4.20 - 5.70 178 100 Yes standpipe installed between 3.00m and 8.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:212: diameter slotted standpipe installed between 13.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:213: standpipe installed between 3.00m and 8.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:213: diameter slotted standpipe installed between 13.50m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:214: 16.70 - 17.20 Water 100 slotted standpipe installed between 3.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:214: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:215: slotted standpipe installed between 3.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:215: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:216: slotted standpipe installed between 3.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:216: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:217: slotted standpipe installed between 3.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:217: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:224: 4.20 - 6.00 178 67 No standpipe installed between 2.00m and 7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:224: diameter slotted standpipe installed between 18.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:225: standpipe installed between 2.00m and 7.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:225: diameter slotted standpipe installed between 18.00m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:226: 15.50 - 17.00 Water 100 slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:226: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:227: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:227: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:228: slotted standpipe installed between 2.00m and

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:228: 25mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:235: 1.20 - 2.70 178 100 No (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:236: (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:240: 1.20 - 2.70 178 100 No (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:241: 10.20 - 11.70 178 100 No (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:246: (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:247: (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:248: (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:252: 1.20 - 2.70 178 100 No (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:253: 10.20 - 10.70 178 100 No (2) 50mm diameter slotted standpipe installed

R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:27: Limited for the Breagh Pipeline Project in February 2010 includes the results

R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:48: replacement cooling towers and industrial apparatus, pipe bridge, swale

R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:49: Sembcorp pipeline corridor and Tees Dock Road, south east of former

R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:66: https://www.yumpu.com/en/document/view/9537628/breagh-pipeline-

R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf:16:generate steam through a pipe circula on system. The boiler

R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf:10: sanderling Calidiris alba, purple sandpiper Calidiris maritima, shoveler Anas clypeata, shelduck

R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf:15: provided with mammal ladders and capping of pipework and services, at nighttime to prevent

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:7: purple sandpiper, redshank and sandwich tern.

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:8:the Breagh Pipeline Project in February 2010 includes the results of a NVC survey

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:14: • Mechanical installation including pipework and fixed plant

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:18: pipework to be installed relatively easily beneath site roads / landscaped areas

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:19: designed to extract CO2 from the flue gas to be piped offsite into the Net Zero

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: kerbed drainage, gullies and carrier pipes.

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:27: water could be supplied. Steam could be extracted from the turbine and piped

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:36: internal site road(s) to facilitate future pipe work with minimal disruption to the

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:37: installations, tank installations, ducts / connecting pipework, air cooled

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:37: • October 2025 – December 2026 – Pipes, valves and accessories, including:

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:48: existing vertical palling fence, pipelines and existing scrub.

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:87: industrial apparatus, pipe bridge, swale

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:88: Sembcorp pipeline corridor and Tees

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:92: pipeline to the separate Net Zero

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:106: No abstraction pipes are proposed, therefore no fish

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:106: Installation of a fish guard to prevent entrapment within the abstraction pipe(s).

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:126: CO2 Pipeline Off-site

R-2023-0246-RMM-HSL-230405090356-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2023-0246-RMM-HSL-230405090356-321-FinalOutcome.pdf:1:Major hazard sites/pipelines are subject to the requirements of the Health and Safety at Work etc. Act 1974,

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:16: locations beneath the internal roads to facilitate installation of future pipe work

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:17: system will be designed to extract CO2 from the flue gas to be piped offsite into

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:20: efficient location for such equipment to minimise pipework. The areas are

R-2023-0246-RMM-0246(1).pdf:1:Please note the planning application referenced above will not affect SABIC’s CCPL high pressure ethylene pipeline

R-2023-0246-RMM-0246(1).pdf:1:Pipeline Administration Co-ordinator

R-2023-0246-RMM-0246(1).pdf:1:Cross Country Pipelines

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: flows will generally be kept above 1 m/s respectively within the pipelines to ensure that self-

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: To give a design life of 60 years, with minimum embodied energy, the buried pipe work will

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13: If SUDs features are full then additional storage is provided in the free board of the pond, the pipe

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:14: will additionally be stored within the pipe network and will be retained at surface level by raised

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:8: areas of standing water in depressions in the site surface. An above-ground pipe rack passed through

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:8: An above-ground pipe rack runs through Grangetown Prairie in a roughly northwest to southeast

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:8: direction, approximately 30 m west of the site. The pipe rack is connected to a building located

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:20: A fish guard must be installed to prevent entrapment within the abstraction pipe(s). No significant effects are anticipated during the construction phase to the Tees transitional water body, the Tees Estuary

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:38: sandpiper (Calidris maritima) and

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:38: sandpiper and turnstone.

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:42:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:146:additional drainage from the road enters the beck through a pipe.

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: INVERT LEVEL x 4.0m WIDE), SEE NOTE 3. - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: FUTURE DEVELOPMENT PLOT OUTFALL PIPE (Reference shall also be made to the design hazard log).

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: 7 FILTER PIPE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: PIPE, SEE NOTE 7. MANUFACTURER'S REQUIREMENTS FOR SPECIFIC OVERDIG & Cleveland

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000001_C02.pdf:1: UTILITIES LAYOUTS BASED ON INFORMATION RECEIVED FROM PROPOSED HOLME BECK CULVERT (PIPED SECTIONS AT COMBINED SEWER, AS PER EXISTING.

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: INLET & HEADWALL INTO WATERCOURSE FILLED IN. CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: DIVERSION CULVERT - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: EXISTING 225Ømm PIPE TO BE DIVERTED AT LENGTH OF STONE SCOUR PROTECTION TO 150Ømm GROUNDWATER - PROPOSED BOUNDARY FENCE & MAINTENANCE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: LEVEL OF EXISTING PIPE AND DEPTH OF DETAILS DRAWING AND SPECIFICATION. WATERCOURSE CATCHPITS & RODDING POINTS

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: 3 1.00 FILTER PIPE Drawing Suitability Status

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: PIPE, SEE NOTE 7. PROPOSED LINER SHALL BE IN ACCORDANCE

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000010_C01.pdf:1: BECK PIPED CULVERT

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000010_C01.pdf:1: RE-ALIGNED HOLME BECK PIPED NEW FOOTWAY SURFACING / RE-SURFACED AREAS

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000010_C01.pdf:1: WATERCOURSE PIPED CYCLEWAY, PEDESTRIAN, GIVE WAY SYMBOLS (WHITE)

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000006_C02.pdf:1: PROPOSED DRAINAGE OUTLET PIPE 1.8m VERGE 2 6

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000002_C02.pdf:1: PIPED CULVERT MAINTENANCE ACCESS JOHN BOYLE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: LINK CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: PIPED CULVERT WITHIN STDC LAND - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: CATCHPITS & RODDING POINTS CULVERT ACCESS No.1 MANHOLE CONSTRUCTED TO RE-ALIGNED HOLME BECK PIPED HS/DRN/003 - ADJACENT POTENTIALLY DEEP WATER AREAS

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: MAINTENANCE CATCHPIT CONSTRUCTED TO ALLOW PLOT OUTFALL PIPE HOLME BECK NETWORK Maintenance / Cleaning

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: ACCESS POINT FUTURE GATEHOUSE OUTFALL PIPE HOLME BECK NONE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: LENGTH OF STONE SCOUR BECK PIPED CULVERT

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: FILTER PIPE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: PIPE, SEE NOTE 7. AND FIXED IN ACCORDANCE WITH THE FOR SPECIFIC OVERDIG &

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000011_C01.pdf:1: HOLME BECK PIPED CULVERT (1.2m dia.)

R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000011_C01.pdf:1: PIPED CULVERT INDUSTRIAL Status Revision Drawn Checked Reviewed Authorised Issue Date

R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0354-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2020-0302-PND-OFFICER REPORT.pdf:1:6 Elevated Tank: steel construction tank with supporting steel work and pipe

R-2020-0302-PND-OFFICER REPORT.pdf:3: 6F2 specification and used to infill any voids or pipe channels.

R-2020-0302-PND-OFFICER REPORT.pdf:3:The proposal to demolish the vessels and associated pipework falls within the

R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:6: 6. Elevated Tank, steel construction tank with supporting steel work and pipe work.

R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:7:buildings is to be crushed to a 6F2 specification and used to infill any voids or pipe channels.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_24. Disaster risk.pdf:1:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_24. Disaster risk.pdf:1:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipe Line nd

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline da

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipelines Mean High Water

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipe Line

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: 1035 Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:5: at the extreme downstream end jetty), a live electrical substation and pipework which previously

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: SUB-RIVER PIPE TUNNEL

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: lm Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: RO Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipelines

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipeline Stone Bol

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe L Twr SM

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Shingle Pipelines Pipelines

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipeline

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipe Line nd

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline da

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipelines Mean High Water

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipe Line

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: 1035 Pipelines

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:17:The live electrical substation, conveyor and pipework (associated with the pumping station) which are to be

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:There is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the proposed scheme.

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:However, the proposed scheme has been designed to ensure that works are not required above the pipe

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:tunnels and therefore no disaster risk (e.g. due to destabilising) associated with the pipe tunnels is

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:14:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:4: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: SUB-RIVER PIPE TUNNEL

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: lm Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: RO Pipe Gantry

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipeline Stone Bol Tank

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe L Twr SM

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Shingle Pipelines Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipeline

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0685-ESM-OFFICER REPORT.pdf:13:substations, oil depot with subsequent tanks and pipelines, a former benzole

R-2020-0685-ESM-OFFICER REPORT.pdf:23:the application site or adjacent to it. These include made ground, pipeline, oil

R-2020-0685-ESM-OFFICER REPORT.pdf:23:depot tanks and pipes and various other bits of plant and associated

R-2020-0685-ESM-OFFICER REPORT.pdf:27:substations, oil depot with subsequent tanks and pipelines, a former benzole

R-2020-0685-ESM-OFFICER REPORT.pdf:59:  removal of the piles supporting the jetties and wharf and pipework

R-2020-0685-ESM-OFFICER REPORT.pdf:89:It is however recognised that there are a series of pipe tunnels that cross

R-2020-0685-ESM-OFFICER REPORT.pdf:89:ensure that works are not required above the pipe tunnels and therefore no

R-2020-0685-ESM-OFFICER REPORT.pdf:89:disaster risk associated with the pipe tunnels is envisaged.

R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: end), a live electrical substation on the hinterland and pipework which previously abstracted

R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:2: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:14:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:14: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:Pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:Oil depot tanks and pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:8: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:8: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • There are also pipelines which run along the riverbank and it is understood that the oil depot was

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: once served by the adjacent jetty, it is therefore anticipated that oil pipelines run between the oil

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • Five quayside heavy duty oil tanks and associated structures and pipework (R/2020/0281/PND).

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Excavation of underground utilities and pipework Infrastructure.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:15:The proposed scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:Glass – substation building Underground utilities and pipework Hazardous waste electrical and

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Underground utilities and pipework Infrastructure

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:A check will be carried out before any underground utilities and pipework connections are required to be

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Any pipework that was used to transport hazardous substances (for example oil, associated with the oil

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:depot) should have a decommissioning plan, which explored flushing out the pipes prior to decommissioning

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:and appropriate measures to ensure no hazardous material is released when the pipes are removed.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Another potential option will be to cap the pipelines and then to remove the pipe in sections. This will have

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Plastic ducting and pipework will be assessed to determine whether it will be suitable for recycling, or for

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:28:to cause leaks. Valves, stopcocks and pipes should be regularly checked for leakages. Fuelling activities

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:67: • The two pipelines within the project area were discussed. Vessels do not

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:67: • NTM would prevent people using anchors near to the pipelines.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: There is a pipeline corridor (containing multiple major accident hazard

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: pipelines), the South Tees Linklines, lies under the dredge area at the

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: downstream end of the site. SM is unaware of the depth of the pipelines

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: • Risk of damaging pipeline during dredging operations.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:69: Pipeline under river downstream of the turning area:

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:70: • Channel dredge goes over the top of two pipeline tunnels, depth

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:72: Emergency Planning Unit commented on the pipeline tunnel

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:and three jetty structures located immediately downstream. In addition, a series of pipes are present within

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: POLYPIPE RIGIDGRAIN TWIN

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: WALLED PIPE OR EQUAL CONCRETE

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 100mm LAYERS FACE OF PIPE COLLAR

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 50mm GRANOLITHIC POLYPIPE RIGIDRAIN OR

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: MAIN PIPE

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:11: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:11:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:14:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:14:Purple sandpiper 61 36 45 26 55 45

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:17: sandpiper

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: and pipework which previously abstracted water from the Tees estuary associated with the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: pumping station. In addition, it has been assumed that underground utilities and pipework

R-2020-0685-ESM-CON LAND 685.pdf:1:• Decommissioning of the oil depot and associated pipework, on-site sub-stations

R-2020-0685-ESM-CON LAND 685.pdf:2:• Consideration should be given to protection of potable water supply pipes following

R-2020-0685-ESM-CON LAND 685.pdf:2:UK Water Research Document ‘Guidance for the Selection of Water Supply Pipes to

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1387_P01 Mechanical Services.pdf:1: BS EN 545 CLASS 40 CONCRETE SUPPORT 1 / 3 PIPE DIAMETER MINIMUM SIDE

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:13: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:24: o Any open pipes will be capped to prevent animals gaining access; and

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:24: o All excavations and pipe systems will be checked at the start of each working day.

R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: end), a live electrical substation on the hinterland and pipework which previously abstracted

R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:27:5.44 The live electrical substation, conveyor and pipework (associated with the pumping station)

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:19:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

R-2020-0685-ESM-HSL-210211151351-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2020-0685-ESM-HSL-210211151351-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2020-0685-ESM-HSL-210211151351-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2020-0685-ESM-HSL-210211151351-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2020-0685-ESM-DECISION NOTICE.pdf:7:CATS Pipeline

R-2020-0685-ESM-DECISION NOTICE.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0685-ESM-DECISION NOTICE.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:pipelines which run along the riverbank and it is understood that the oil depot was once served by the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:adjacent jetty; it is therefore anticipated that oil pipelines run between the oil depot and jetty.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: There are four pipelines running from the Eston Sheet and Galvanising Works located 200m south

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: Pipelines are also shown further north refinery and a kiln and chimney is labelled to the east.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: There are pipelines travelling from the site tanks and a tar well.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: pipes. The surface watercourse to the south of

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: Pipelines are also shown to run parallel to Mill

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: Pipelines are shown to run from the south

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: a pipeline running west to east across the site.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: heating and pipeline tracing.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: pipes which ran parallel to the river on the south

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: site of the access road. The pipes originated

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21: A pipeline is shown running west from the oil a conveyor, towers, selling tanks and another tank. This

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:2010 (OS Map No significant change. A pipe tunnel is shown running from the northern bank

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Oil depot tanks and pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28:and oil depot tanks and pipelines (adjacent to

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: water supply Low Risk permeate through plastic pipes.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: pipes

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: permeation of Moderate to permeate through plastic pipes. Wood remediation

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: pipes installed.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Low Risk from the pipelines within the vicinity of the site. The

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33:Oil tanks and pipelines from oil vapours. users during

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: oil depot (on and off site) and associated pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33:Leakages from pipelines Leaching,

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: pipes

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: unsaturated Pollution of Low Risk the tanks or pipework.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: pipes

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: pipes

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: pipes

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Decommissioning of the oil depot and associated pipework, on-site sub-stations and Riverside

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Consideration should be given to protection of potable water supply pipes following UK Water

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: Research Document ‘Guidance for the Selection of Water Supply Pipes to be used on Brownfield

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: PIPE CROSSING e

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: Pipeline Stone

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: DESIGN DREDGE LEVEL -11.0mCD Pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:13:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:1: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:1: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: SUB-RIVER PIPE TUNNEL

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe Gantry

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: lm Pipe Gantry

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: RO Pipe Gantry

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipeline Stone Bol

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe L Twr SM

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Shingle Pipelines Pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipeline

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipe Line nd

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline da

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipelines Mean High Water

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipe Line

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipelines

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:16:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:16:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:19:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:6: purple sandpiper

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:6: • Purple sandpiper

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:9: major accident hazard site or pipeline. The HSE suggested submitting a pre-application enquiry to them to seek early reassurance that the development

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:15:There is a series of pipe tunnels that cross under the Tees estuary and therefore any impact on these

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:15:However, the pipe tunnels are located downstream of the proposed scheme footprint and therefore no

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: PIPE CROSSING

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Pipelines

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Pipeline Stone

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Shingle Pipelines

R-2020-0685-ESM-RCBC scoping opinion.pdf:5:pipeline.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:15:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:14:electrical substation and pipework associated with the pumping station), these buildings and structures are

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:If a Network Rail-owned underline structure (such as a culvert, pipe or drain) is intended to act as a means of

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:1: STEEL AND WARRENBY AREA - MAP 4.pdf; a) Stay safe near our pipes.pdf; b)

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:1: pipelines-and-associated-installations.pdf

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:2: AND WARRENBY AREA - WHOLE AREA MAP.pdf; a) Stay safe near our pipes.pdf; b)

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:2: pipelines-and-associated-installations.pdf

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:3: MAP 2.pdf; a) Stay safe near our pipes.pdf; b) Important Safety Guidance (004).docx;

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:3: c) Working-safely-near-high-pressure-gas-pipelines-and-associated-

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:4: MAP 4.pdf; a) Stay safe near our pipes.pdf; b) Important Safety Guidance (004).docx;

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:4: c) Working-safely-near-high-pressure-gas-pipelines-and-associated-

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:5:with regard to such pipes should be obtained from the owners. The information shown on this plan is given without obligation,

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:5:or warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, siphons, stub connections, etc., are not shown

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:6: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:6: roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:6: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:6: NZ5718SWpipes, valves, syphons, NZ5718SE

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:6: Grid Ref E: 455702 , N: 523533 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site the OS map by NGN, with the

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:7: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:7: roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:7: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:7: NZ5718SWpipes, valves, syphons, NZ5718SE

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:7: Grid Ref E: 455702 , N: 523533 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site the OS map by NGN, with the

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:8: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:8: roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:8: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:8: 0 60 120 240 Metres pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability ArcGIS Server 9.3.1

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:8: Grid Ref E: 457916 , N: 524464 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site the OS map by NGN, with the

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:9: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:9: roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:9: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:9: 0 60 120 240 Metres pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability ArcGIS Server 9.3.1

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:9: Grid Ref E: 456519 , N: 523197 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site the OS map by NGN, with the

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:10: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:10: Scale 1:2,500 roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:10: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:10: pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability ArcGIS Server 9.3.1

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:10: must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:11: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:11: Scale 1:2,500 roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:11: present in this area. Information with regard to such pipes should be obtained from the relevant owners. The

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:11: pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability ArcGIS Server 9.3.1

R-2019-0427-FFM-NORTHERN GAS NETWORKS 0427.pdf:11: must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site

R-2019-0427-FFM-NET-WB3A.PDF:1: « - Indicates pipe capacity < flow

R-2019-0427-FFM-NET-WB3A.PDF:1: 3A-1.002 59.601 13.530 4.4 0.343 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2019-0427-FFM-NET-WB3A.PDF:1: 3A-1.003 52.664 2.483 21.2 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2019-0427-FFM-NET-WB3A.PDF:1: 3A-3.006 50.182 11.285 4.4 0.458 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2019-0427-FFM-NET-WB3A.PDF:1: 3A-3.007 46.985 3.948 11.9 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2019-0427-FFM-NET-WB3A.PDF:2: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2019-0427-FFM-NET-WB3A.PDF:2: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2019-0427-FFM-NET-WB3A.PDF:3: Minimum Outlet Pipe Diameter (mm) 300

R-2019-0427-FFM-NET-WB3A.PDF:3: Minimum Outlet Pipe Diameter (mm) 375

R-2019-0427-FFM-NET-WB3A.PDF:5: Flooded Pipe

R-2019-0427-FFM-NET-WB3A.PDF:6: Flooded Pipe

R-2019-0427-FFM-NET-WB3A.PDF:7: Flooded Pipe

R-2019-0427-FFM-NET-WB3A.PDF:8: Flooded Pipe

R-2019-0427-FFM-NET-WB3A.PDF:9: Flooded Pipe

R-2019-0427-FFM-NET-WB3A.PDF:10: Flooded Pipe

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:7: 4.4 National Grid High Pressure Gas Transmission Pipelines………………………………………………………………………….26

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:11: 4.4 National Grid Gas Transmission Pipelines 0 0 0 0

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:14: potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure gas pipelines and un -

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 3 0 On Site Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 4 0 On Site Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 5 0 On Site Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 6 0 On Site Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 7 0 On Site Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 8 0 On Site Pipe Gantry North Yorkshire, TS10 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82: 9 0 On Site Pipe Gantry North Yorkshire, TS10 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82:17 4 W Pipe Gantry North Yorkshire, TS10 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:82:18A 4 NW Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:20B 42 S Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:21 48 S Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:23C 48 SW Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:24B 49 S Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:25C 59 W Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:26 78 S Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:28 87 W Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:32E 97 S Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:33 102 S Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:34 111 W Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:38 138 S Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:39 139 SW Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:40 140 W Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:83:43 183 NW Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:84:50F 218 S Pipe Gantry North Yorkshire, TS10 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:84:51 220 W Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:84:58 241 S Pipe Gantry North Yorkshire, TS10 Industrial Features

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:85:4.4 National Grid High Pressure Gas Transmission Pipelines

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:85:This dataset identifies high-pressure, large diameter pipelines which carry gas between gas terminals,

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:85:Records of National Grid high pressure gas transmission pipelines within 500m of the study site: 0

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:123:Very significant potential for running sand problems. Avoid large amounts of water entering the ground, for example through pipe leakage

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:7: 4.4 National Grid High Pressure Gas Transmission Pipelines………………………………………………………………………….59

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:11: 4.4 National Grid Gas Transmission Pipelines 0 0 0 0

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:14: potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure gas pipelines and un -

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:59: 3 0 On Site Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:59: 5 0 On Site Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:59:14 0 On Site Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:60:30F 44 E Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:61:48 114 E Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:62:74M 204 N Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:62:75 210 NW Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:62:79 223 W Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:62:80 223 W Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:62:85 241 W Pipe Gantry North Yorkshire, TS6 Industrial Features

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:63: 4.4 National Grid High Pressure Gas Transmission Pipelines

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:63: This dataset identifies high-pressure, large diameter pipelines which carry gas between gas terminals,

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:63: Records of National Grid high pressure gas transmission pipelines within 500m of the study site: 0

R-2019-0427-FFM-NET-MR2.PDF:1: « - Indicates pipe capacity < flow

R-2019-0427-FFM-NET-MR2.PDF:1: S1.008 30.932 0.103 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2019-0427-FFM-NET-MR2.PDF:1: S1.009 26.738 6.000 4.5 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2019-0427-FFM-NET-MR2.PDF:2: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2019-0427-FFM-NET-MR2.PDF:2: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2019-0427-FFM-NET-MR2.PDF:3: Minimum Outlet Pipe Diameter (mm) 300

R-2019-0427-FFM-NET-MR2.PDF:5: Flooded Pipe

R-2019-0427-FFM-NET-MR2.PDF:6: Flooded Pipe

R-2019-0427-FFM-NET-MR2.PDF:7: Flooded Pipe

R-2019-0427-FFM-NET-MR2.PDF:8: Flooded Pipe

R-2019-0427-FFM-NET-MR2.PDF:9: Flooded Pipe

R-2019-0427-FFM-NET-MR2.PDF:10: Flooded Pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:19: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:19: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:21: tank heating and pipeline tracing.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:35: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:36: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:51: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:51: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:52: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:52: towers, conveyors and pipelines in addition to production and storage facilites.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: distribution pipelines (North).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53:  Teesside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:70: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:71: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:74: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:74: overhead pipes, cranes, chimneys, and subways (Central)

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:76: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:82: the pipeline

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:83: water subsequent to degradation of water supply pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:83: and accumulation of gases. Degradation of water supply pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:85: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:85: plastic pipes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: plastic pipes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:88: Services Direct contact with water pipes Tainting of water Unlikely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:96: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Inspect filter drain surface, inlet/outlet pipework and control systems for blockages,

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Inspect pre-treatment systems, inlets and perforated pipework for silt accumulation and

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Clear perforated pipework of blockages. As required

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Clear pipework of blockages. As required

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1:Pipework and

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Inspect drain surface, inlet/outlet pipework and control systems for blockages, clogging,

R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: inspect banksides, pipework and other structures for evidence of physical damage Monthly

R-2019-0427-FFM-NET-GP.PDF:1: « - Indicates pipe capacity < flow

R-2019-0427-FFM-NET-GP.PDF:2: S1.011 85.374 0.285 299.6 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2019-0427-FFM-NET-GP.PDF:2: S1.012 103.963 0.347 299.6 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2019-0427-FFM-NET-GP.PDF:2: S1.013 96.862 0.323 299.9 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2019-0427-FFM-NET-GP.PDF:3: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2019-0427-FFM-NET-GP.PDF:3: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2019-0427-FFM-NET-GP.PDF:4: Minimum Outlet Pipe Diameter (mm) 500

R-2019-0427-FFM-NET-GP.PDF:7: Flooded Pipe

R-2019-0427-FFM-NET-GP.PDF:9: Flooded Pipe

R-2019-0427-FFM-NET-GP.PDF:11: Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:1: « - Indicates pipe capacity < flow

R-2019-0427-FFM-NET-WB3B.PDF:1: 3B-1.004 56.698 2.971 19.1 0.295 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2019-0427-FFM-NET-WB3B.PDF:2: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2019-0427-FFM-NET-WB3B.PDF:2: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2019-0427-FFM-NET-WB3B.PDF:3: Minimum Outlet Pipe Diameter (mm) 450

R-2019-0427-FFM-NET-WB3B.PDF:5: Surcharged Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:6: Surcharged Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:7: Surcharged Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:8: Surcharged Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:9: Surcharged Flooded Pipe

R-2019-0427-FFM-NET-WB3B.PDF:10: Surcharged Flooded Pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:19: Roughness values assumed to be k = 0.6mm for pipes and n= 0.018 for ditches; and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:23: Position inlet pipe work vertically to dissipate energy;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24: Pipework, manholes and catch-pits; and,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage

R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:2: decontamination project with the aim of removing contaminated residues in pipes,

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:46: water entering the ground, for example through pipe leakage or soak-always. Do

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:47: water entering the ground, for example through pipe leakage or soak-always. Do

R-2019-0427-FFM-201920 Ecology report final.pdf:7:a pipe bridge (See T1, in Figure X). The water in the tank was viewed through binoculars for 10

R-2019-0427-FFM-201920 Ecology report final.pdf:9:The eDNA survey of the tank on the pipe bridge proved negative. Therefore it can be concluded that

R-2019-0427-FFM-201920 Ecology report final.pdf:21:Target Note 1. A concrete tank surrounding the base of a pipe bridge. Water has collected in the

R-2019-0427-FFM-201920 Ecology report final.pdf:26:sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa totanus, Sandwich tern

R-2019-0427-FFM-201920 Ecology report final.pdf:26:freshwater wetlands of the site, while ringed plover, knot, sanderling, purple sandpiper and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:17: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:17: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:19: tank heating and pipeline tracing.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:33: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:34: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:49: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:49: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:50: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:50: towers, conveyors and pipelines in addition to production and storage facilites.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: distribution pipelines (North).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51:  Teesside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:68: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:69: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:72: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:72: overhead pipes, cranes, chimneys, and subways (Central)

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:80: the pipeline

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:81: water subsequent to degradation of water supply pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:81: and accumulation of gases. Degradation of water supply pipe

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:83: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:83: plastic pipes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: plastic pipes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:86: Services Direct contact with water pipes Tainting of water Unlikely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:94: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2021-0473-ESM-Decision Notice 0473.pdf:3:CATS Pipeline

R-2021-0473-ESM-Decision Notice 0473.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0473-ESM-Decision Notice 0473.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0473-ESM-LM Wind Reserved Matters Application Form(1).pdf:2:gas pipelines, forming part of the Sembcorp utilities corridor; * South East by the

R-2021-0473-ESM-LM Wind ES Compliance Statement 26.05.21.pdf:7: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2021-0473-ESM-HSL-210629161309-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-0473-ESM-HSL-210629161309-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2021-0473-ESM-HSL-210629161309-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2021-0473-ESM-HSL-210629161309-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2021-0473-ESM-HSL-210621160631-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-0473-ESM-HSL-210621160631-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2021-0473-ESM-HSL-210621160631-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2021-0473-ESM-HSL-210621160631-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:1: subterranean diversion of the Bravo 10 Pipe Bridge

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:2:via several pipeline corridors (of which Sembcorp’s Bravo section pipeline corridor is a part).

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:2:businesses, which may be responsible for the cost of the relocation of their pipelines, created

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:2:through the proposed development. As such, the proposed relocation of the Bravo 10 Pipe

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:2:Bridge and/or Sembcorp’s Bravo section pipeline corridor in consequence of this application

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:application site), own and/or operate the principle pipeline corridors and two river tunnels (for

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:pipelines) which link Wilton International with the Billingham and North Tees sites.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:The pipeline corridor immediately to the east of application site, and known as the Bravo

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:section, is an important part of that No 1 tunnel pipeline corridor (it is subject to a 1954 lease

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:Sembcorp currently owns two pipelines and is in discussion to adopt a vital power supply

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:cable, each within that pipeline corridor and which travel over the Bravo 10 Pipe Bridge.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:The application seeks to provide an underground culvert to house the existing pipelines and

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:pipelines (one fuel gas and the other fuel oil), the HV electricity cable and other pipelines and

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:3:power cables located in this pipeline corridor will need to be subsequently relocated though

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:includes downtime and Infrastructure costs. If the relocation costs are placed on the pipeline

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:The relocation costs require new sections for each pipeline and/or cable located in the Bravo

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:currently proposed, the work necessary to divert those pipelines and/or cables would create

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:points are installed and/or the existing pipelines are closed off and reconnected to the new

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:apparatus in Bravo section and/or supplied by pipelines and/or cables routed through it have

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:The relocation of the Bravo 10 Pipe Bridge and pipelines will cause significant disruption,

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:Sembcorp own two pipelines which will be affected by the proposals:

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4: 1. Fuel Oil (System 9) – Currently out of service, but a pipeline which was purged as

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:Sembcorp pipeline corridor needs to be completed in 2023 and therefore it can expect an

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:impact on the pipelines in 2022, with a three month lead in time to negotiate with the HSE).

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:4:There are numerous impacts of closing down the fuel gas pipeline alone, including financial,

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:the pipeline owners and operators in joint discussions both in relation to their own apparatus

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:supply of a product down which is contained in a pipeline that will require diversion).

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:of this section of the pipeline corridor underground will make it less accessible. At present the

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:pipelines are above ground, and access is easier than any Infrastructure being located below

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:Furthermore, we at Sembcorp and other pipeline owners have raised concerns regarding

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:each company and pipeline owner its own construction window in order to undertake the

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:managed. However, the window each pipeline owner requires is not yet know and if it is even

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:theoretically feasible to allocate each pipeline owner a window of sufficient duration, because

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:application documents that were shared with Sembcorp and the other Bravo 10 Pipe Bridge

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:  the demolition of the existing pipe bridge;

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:5:  the hazardous pipelines and management of associated risks;

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: be beneficial to divert the Bravo-10 Pipe Bridge and re-route the pipelines

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: and Bravo-10 Pipe Bridge (which makes provision for bi-directional HGV traffic under

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: assets crossing Bravo 10 Pipe Bridge and the detrimental impact this relocation will

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: In respect of point (a) above, whilst the existing Bravo 10 Pipe Bridge is sized to

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: as an important Northumbrian Water supply pipeline and other buried services.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: Whilst it is accepted that the Sembcorp pipeline corridor is just to the east /

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: those with their apparatus within Bravo section or across Bravo 10 Pipe Bridge.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: adjacent Sembcorp pipeline corridor contains hazardous substances, including a fuel

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: gas pipeline that requires a HSE notification in order to undertake work to it.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:6: existing Bravo 10 Pipe Bridge and Sembcorp’s pipeline corridor. However, no

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7: culvert can be safely installed in such proximity to the Bravo 10 Pipe Bridge without

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7:7) No evidence has been provided to demonstrate that the pipelines can be brought in

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7: and out/ off their existing pipe track at the proposed locations. In this regard, existing

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7: new pipework through the culvert can be tied back in to existing pipework in the pipe

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7:and other businesses, whose pipeline Infrastructure are proposed to be relocated, as set out

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7:  Cost to clear and remove existing pipelines;

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:7:  Major cost of new pipeline Infrastructure and connection to existing apparatus;

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:8:proposed pipeline relocation. As such, the proposed development would have significant

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:11:Project: STDC Planning Application Bravo 10 Pipeline Relocation & New Road

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:11: foundations of existing pipebridge for open cut, success of open

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: 10 pipebridge foundations without impacting, whilst the be confirm

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: pipebridge remains in service With rega

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: existing pipework

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: assist lower pipework etc into the culvert once constructed.

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: access. The designed pipe rack extensions are considerably

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: possibility of any leaking gas / fluids (from the pipelines)

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13: delivered into the culvert for routine pipeline inspection and

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13:8 Some pipe lines may require anchoring in the new culvert. Will Sembcorp 06.07.21 not specif

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13: to our tunnels) to facilitate installing/removing pipework and to have been

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13: the existing pipe bridge – can STDC please share their plans for

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:14: covers to assist installing larger lengths of pipe work. Have STDC have been

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:14:13 Management of hazardous pipelines and loss of containment. Sembcorp 06/07/2021 not specif

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:14:16 Does the new culvert and the exisiting pipework Infrastructure Sembcorp 06/07/2021 not specif

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:14: the pipeline services running in this culvert.

R-2021-0676-FF-Covering Letter 09.07.21.pdf:1:Submission of Full Planning Application: BRAVO-10 Pipe Bridge Diversion

R-2021-0676-FF-Covering Letter 09.07.21.pdf:1:“Engineering operation to create trench associated with the subterranean diversion of the BRAVO-10 pipe

R-2021-0676-FF-Covering Letter 09.07.21.pdf:1:As part of this transformation, it would be beneficial to divert the Bravo-10 Pipe Bridge and re-route the

R-2021-0676-FF-Covering Letter 09.07.21.pdf:1:pipelines underground to facilitate future development and ease of movement around the Teesworks area.

R-2021-0676-FF-Covering Letter 09.07.21.pdf:2:A new culvert is proposed to house the pipelines underground. Once the trench has been dug and the culvert

R-2021-0676-FF-Covering Letter 09.07.21.pdf:2:level (bgl). The thickness of Made Ground is likely to be deeper in areas close to the pipe bridge foundations.

R-2021-0676-FF-Covering Letter 09.07.21.pdf:3: Bravo 10 Pipebridge Culvert STDC-ATK-SBK-XX-DR-SE-0100 Rev P02

R-2021-0676-FF-Covering Letter 09.07.21.pdf:3: Bravo 10 Pipebridge Culvert STDC-ATK-SBK-XX-DR-SE-0101 Rev P02

R-2021-0676-FF-Covering Letter 09.07.21.pdf:3: Bravo 10 Pipebridge Culvert STDC-ATK-SBK-XX-DR-SE-0102 Rev P02

R-2021-0676-FF-Covering Letter 09.07.21.pdf:3: Bravo 10 Pipebridge Culvert STDC-ATK-SBK-XX-DR-SE-0103 Rev P02

R-2021-0676-FF-CWI01511 Cont Land.pdf:1: THE BRAVO-10 PIPE BRIDGE

R-2021-0676-FF-STDC-ATK-SBK-XX-DR-SE-0100.pdf:1: 1 BRAVO 10 PIPEBRIDGE CULVERT CURRENT

R-2021-0676-FF-MGT.pdf:1:works, expressed to be an excavation, in the access road below pipe bridge Bravo 10. The plan on the RCBC Planning

R-2021-0676-FF-MGT.pdf:1:application site is not clear but we assume it is the access road below the pipe bridge as shown on the attached

R-2021-0676-FF-MGT.pdf:1:  Services that support the MGT plant run over the pipe rack and so any later works on the pipe bridge may

R-2021-0676-FF-ASQUITH R.pdf:3:diversion of the BRAVO-10 pipe bridge

R-2021-0676-FF-ASQUITH R.pdf:3:diversion of the BRAVO-10 pipe bridge” at the above site. The Applicant is South Tees

R-2021-0676-FF-ASQUITH R.pdf:3:BRAVO-10, has objected to the planning application. BOC has pipeline assets on BRAVO-

R-2021-0676-FF-ASQUITH R.pdf:3:BRAVO-10 pipe bridge whilst it is in operation.

R-2021-0676-FF-ASQUITH R.pdf:4:BOC’s Teesside operations are primarily focussed on the pipeline supply of gases (Nitrogen,

R-2021-0676-FF-ASQUITH R.pdf:4:over 80 miles of pipelines running throughout the region.

R-2021-0676-FF-ASQUITH R.pdf:4:pipelines namely System 20 and System 115. Pipeline supply of industrial gases is not an

R-2021-0676-FF-ASQUITH R.pdf:4:The System 20 pipeline is a major supply route providing Nitrogen to three major customers

R-2021-0676-FF-ASQUITH R.pdf:4:respective chemical processes such as blanketing or inerting. Interruption of pipeline

R-2021-0676-FF-ASQUITH R.pdf:4:pipeline to maintain Nitrogen supplies, but this does not come without its risks, and a

R-2021-0676-FF-ASQUITH R.pdf:4:System 115 pipeline to the Huntsman Polyurethanes facility at Wilton. Huntsman require the

R-2021-0676-FF-ASQUITH R.pdf:4:on any of the other pipelines or structures for safety reasons. There would also be a

R-2021-0676-FF-ASQUITH R.pdf:4:requirement for a significant period of purging the full pipeline from North Tees to Wilton

R-2021-0676-FF-ASQUITH R.pdf:4:(approx. 8.5 km) both prior to and after any pipework break. The only available option to

R-2021-0676-FF-ASQUITH R.pdf:4:unused brownfield land to the west of the BRAVO-10 pipe bridge.

R-2021-0676-FF-ASQUITH R.pdf:4:A series of pipelines travel via Bravo-10 pipe bridge above an unnamed road that leads off

R-2021-0676-FF-ASQUITH R.pdf:4:improve access to Teesworks the Applicant is seeking to convert 10 Bravo Pipeline Bridge

R-2021-0676-FF-ASQUITH R.pdf:5:using BRAVO-10 given the need to connect the culverted pipelines back to the existing lines

R-2021-0676-FF-ASQUITH R.pdf:7:damaging local businesses that rely on the BRAVO-10 pipe bridge and hence will hinder

R-2021-0676-FF-ASQUITH R.pdf:8:BOC’s view is that the BRAVO-10 pipe bridge is Infrastructure related to the chemical

R-2021-0676-FF-ASQUITH R.pdf:8:components locally, it is correct the pipelines that cross it should be protected from adverse

R-2021-0676-FF-ApplicationFormRedacted.pdf:2:Engineering operation to create trench associated with the subterranean diversion of the BRAVO-10 pipe bridge

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:1:Bravo 10 pipeline bridge.

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:3:2.1 Bravo 10 pipeline bridge.

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:3:3.1 The project involves the removal of a pipe bridge and its replacement with an underground pipe

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:3:pipes.

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:4:best fit category is ‘Infrastructure’, which includes ‘pipelines’ and which does require NE to be

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:6:carrying industrial pipe Infrastructure. The banks are constructed from inert materials. Some parts of

R-2021-0676-FF-210518_Bravo10 Ecology report_ RevA_INCA.pdf:6:The slopes and bases of banks and pipe structures are made of generally inert materials including

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1:diversion of the BRAVO-10 pipe bridge

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1:  The Bravo 10 pipe bridge is a vital part of the Infrastructure of the South and North

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: Tees industrial areas. BOC supplies Nitrogen to SABIC across the pipe bridge and

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: SABIC itself has other pipelines on the pipe bridge which are vital to its operations.

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: Interruption to any of the flows through these pipelines would have significant

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: pipelines. SABIC is not convinced that the culvert is actually capable of providing a

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: genuine alternative to the pipe bridge. This relates not just to the characteristics of the

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: pipelines themselves but also the additional complexities of making connections either

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: number of pipelines affected, the nature of the hazardous substances carried by those

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: pipelines, access for inspection, operation, and maintenance.

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: states there is no hazardous substance used or stored is wrong. The pipelines carry

R-2021-0676-FF-210910 BOC additional objection R 2021 0676 FF final.pdf:1: very closely involved with works to divert the pipelines.

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:1:OF THE BRAVO-10 PIPE BRIDGE

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:1:provided in the Bravo 10 Pipeline, and it is our view that the purported benefits of the proposed

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:1:advanced notice or detail of the proposed development to the Bravo 10 Pipe Bridge. Any works

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:1:associated with the demolition of the existing pipe bridge structure will be likely to require access and

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:2:diversion of the Bravo 10 Pipe Bridge” and that the application red line boundary covers the area of

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:2:these works only. The application boundary does not include the existing Bravo 10 Pipe Bridge nor

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:2:Pipe Bridge proposed is to benefit ease of movement around the Teesworks area, then we struggle to

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:2:carried in the Bravo 10 Pipeline should not be relied on in support of the proposal.

R-2021-0676-FF-21 09 09 - PLANNING APPLICATION - R-2021-0676-FF.pdf:2:tenants. The Applicant should include detail on how and when the pipe bridge structure will be

R-2021-0676-FF-0676.pdf:1: SUBTERRANEAN DIVERSION OF THE BRAVO-10 PIPE BRIDGE

R-2021-0624-NM-ApplicationFormRedacted.pdf:1:-North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0624-NM-Decision Notice 0357.pdf:12:CATS Pipeline

R-2021-0624-NM-Decision Notice 0357.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0624-NM-Decision Notice 0357.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2023-0300-DCO-CATS North Sea Limited - Letter re EIA Scoping Request.asd.dotx.pdf:1: The proposed development is located in proximity to the CATS terminal and pipeline (the

R-2023-0300-DCO-CATS North Sea Limited - Letter re EIA Scoping Request.asd.dotx.pdf:1: far as relevant to the Environmental Statement, should take account of the CATS Pipeline and

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:3:along the main sites and pipe corridors and potential impacts to human health and

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:SABIC Pipeline Operator

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:above Major Accident Hazard Pipeline as defined by the HSE development control guidelines

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:In terms of the safety and engineering integrity of the pipeline I would advise you that SABIC is

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:Accident Hazard Pipelines) is to be carried out, as this would need approval from ourselves

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:conditions for work in close proximity to the pipeline are met.

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:Pipelines(MAHP), whilst other sites could contain High Pressure gas and as such there are

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:4:Pipelines.

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:5:(In terms of High-Pressure gas pipelines, the routes of our MAHP’s have already been lodged

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:5:The proposed development is located in proximity to the CATS terminal and pipeline (the “CATS

R-2023-0300-DCO-PINS Scoping Opinion R 2023 0300 DCO.pdf:5:to the Environmental Statement, should take account of the CATS Pipeline and any restriction

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:1: TRANS-PENNINE ETHYLENE PIPELINE & WILTON TO GRANGEMOUTH

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:1: ETHYLENE PIPELINE

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:1: outer zone of the above Major Accident Hazard Pipeline as defined by the HSE

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:1: In terms of the safety and engineering integrity of the pipeline I would advise

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:1: zone as required by operators of Major Accident Hazard Pipelines) is to be

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:2: proximity to the pipeline are met.

R-2023-0300-DCO-Redcar BC H2 Teesside DCO EN0700009 Project RC010.pdf:2: G L Glover, Pipeline Manager

R-2023-0300-DCO-0300.pdf:1:possibility that some of these sites could be recorded as Major Accident Hazard Pipelines(MAHP), whilst other sites

R-2023-0300-DCO-0300.pdf:1:Transmission” system and are registered with the HSE as Major Accident Hazard Pipelines.

R-2023-0300-DCO-0300.pdf:1:(In terms of High Pressure gas pipelines, the routes of our MAHP’s have already been lodged with members of the

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:3:Borough Council STBC. The hydrogen pipeline corridor extends further north-west

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:3:• Hydrogen Pipeline Corridor: The pipeline network will connect to potential off-

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:3:• Natural Gases Connection Corridor: Pipelines required for the transportation of

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:4:preferred layout at the Main Site, as well as routing of the hydrogen pipeline and other

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:4:Construction access routes for the hydrogen pipeline and connection corridors are yet

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:4:be identified at suitable locations along the pipeline routes located north of the River

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:5:phases. This includes workers associated with both the Main Site and pipeline

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:5:construction of the development pipelines throughout the construction period, which

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:7:• National Highways will require confirmation as to where any sections of pipeline

R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:11: pipeline construction may interact with the SRN, i.e., where tunnelling or

R-2023-0300-DCO-CON LAND 0300.pdf:1:along the main sites and pipe corridors and potential impacts to human health and

R-2023-0300-DCO-NSIP(1).pdf:2:The rest of the proposed site boundary, primarily for the proposed hydrogen transport pipelines and connections as

R-2023-0300-DCO-NSIP(1).pdf:2:There are also several major accident hazard pipelines both containing natural gas and non-natural gas within the

R-2023-0300-DCO-NSIP(1).pdf:2:The Applicant should make the necessary approaches to the relevant pipeline operators. There are three particular

R-2023-0300-DCO-NSIP(1).pdf:3:i) the pipeline operator may have a legal interest in developments in the vicinity of the pipeline. This may restrict

R-2023-0300-DCO-NSIP(1).pdf:3:developments within a certain proximity of the pipeline.

R-2023-0300-DCO-NSIP(1).pdf:3:ii) the standards to which the pipeline is designed and operated may restrict major traffic routes within a certain

R-2023-0300-DCO-NSIP(1).pdf:3:proximity of the pipeline. Consequently, there may be a need for the operator to modify the pipeline or its operation,

R-2023-0300-DCO-NSIP(1).pdf:3:iii) to establish the necessary measures required to alter/upgrade the pipeline to appropriate standards.

R-2021-0534-FF-DECISION NOTICE.pdf:3:CATS Pipeline

R-2021-0534-FF-DECISION NOTICE.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0534-FF-DECISION NOTICE.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-1046-CD-ERF21 Energy Recovery Facility Redca PXA REV0_Part1.pdf:89: pipe duct 60

R-2021-1046-CD-ERF21 Energy Recovery Facility Redca PXA REV0_Part1.pdf:91: Phase 4 pipe 59

R-2021-1046-CD-ERF21 Energy Recovery Facility Redca PXA REV0_Part1.pdf:92: pipe 59

R-2021-1046-CD-ERF21 Energy Recovery Facility Redca PXA REV0_Part1.pdf:94: pipe 260

R-2021-1046-CD-ERF21 Energy Recovery Facility Redca PXA REV0_Part1.pdf:94: pipe 158

R-2022-0475-NM-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2022-0242-FF-0242 Decision.pdf:2:CATS Pipeline

R-2022-0242-FF-0242 Decision.pdf:2:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0242-FF-0242 Decision.pdf:2:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0242-FF-BE8575 - 1000kVA WITH LV CAB.pdf:1: 1844 BREATHER FIXING PIPE WITH 3/4“ BSP MALE

R-2022-0242-FF-BE8575 - 1000kVA WITH LV CAB.pdf:1: 7 LIQUID FILLING PIPE WITH COVER

R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Lin

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin ers West

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: 1680.0 Pipelin

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipelin

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe Ga

R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: Pipe

R-2021-0166-FFM-Archaeology - DBA.pdf:5: ancillary structures in brick, cleared ground and hard standing. Rail lines, pipelines on gantries,

R-2021-0166-FFM-Environmental Risk Assessment.pdf:23:pipe) and S3-TPB44 1.5m (slag and relict foundations).

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:Contaminant concentrations were generally higher in standpipe screening the Made Ground as would be

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:expected and this standpipe also recorded a marginal exceedance of the WQS for nickel. Dissolved aliphatic

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this borehole

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:and B respectively may be above the criteria for unprotected PE water pipes. Therefore, additional testing

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:should be carried along the route of any proposed new water supply pipe, or barrier pipe or similar could be

R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: 5. Barrier pipe should be considered for any proposed new water supply pipes laid in Made Ground, or

R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: such pipe materials.

R-2021-0166-FFM-Ecological Assessment.pdf:8:sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa totanus, Sandwich

R-2021-0166-FFM-Ecological Assessment.pdf:8:freshwater wetlands of the site, while ringed plover, knot, sanderling, purple sandpiper and Sandwich

R-2021-0166-FFM-Decision Notice 0166.pdf:4:CATS Pipeline

R-2021-0166-FFM-Decision Notice 0166.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0166-FFM-Decision Notice 0166.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:19:or future leaking water pipes and/or drainage) could result in an event occurring post development that could

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23: • Redundant pipework is likely to be encountered within the excavations which may be preferential

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23: pathways for the migration of contamination. Where encountered redundant pipe work will be removed

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:gas pipes, water pipes and electrical cables as well as live 3rd party utilities.

R-2022-0494-FFM-EP CL.pdf:1:including tyres metals and pipes etc.

R-2022-0494-FFM-Desk Based Heritage Assessment.pdf:5: of partial pipes and occasional buildings survive, most notably adjacent to the northern boundary

R-2022-0494-FFM-Desk Based Heritage Assessment.pdf:5: where the subway to the north side of the Tees Valley Railway continues to carry pipework.

R-2022-0494-FFM-OFFICER REPORT.pdf:5:the land raise including tyres metals and pipes etc.

R-2022-0494-FFM-DECISION NOTICE.pdf:4:CATS Pipeline

R-2022-0494-FFM-DECISION NOTICE.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0494-FFM-DECISION NOTICE.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0494-FFM-19293141_1.pdf:8: The operational RWE Breagh high pressure gas pipeline runs along the southern boundary of

R-2022-0494-FFM-19293141_1.pdf:8: Infrastructure present on the site comprises potable water supply pipes and an NWL water

R-2022-0494-FFM-19293141_1.pdf:24: efficiently. It also allows the user to combine natural solutions with piped (network)

R-2022-0494-FFM-Ecological Impact Assessment.pdf:9:Calidris canutus, ruff, sanderling Calidris alba, purple sandpiper Calidris maritima, common

R-2022-0494-FFM-Ecological Impact Assessment.pdf:9:sanderling, purple sandpiper and sandwich tern mostly use the open coast. Common

R-2022-0494-FFM-21089271_1.pdf:9:These mark the route of the Breagh Pipeline which transfers North Sea gas to the Teesside Gas Processing

R-2022-0494-FFM-21089271_1.pdf:9:Plant. The Breagh pipeline is protected by a wayleave which encroaches onto the easternmost part of the site

R-2022-0494-FFM-21089271_1.pdf:18:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2022-0494-FFM-21089271_1.pdf:18:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2022-0494-FFM-21089271_1.pdf:18:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2022-0494-FFM-21089271_1.pdf:18:criteria for unprotected PE water pipes. Additional testing should be carried out prior to re-use for any proposed

R-2022-0494-FFM-21089271_1.pdf:18:new water supply pipe route, or barrier pipe or similar could be used.

R-2022-0494-FFM-21089271_1.pdf:20:criteria for unprotected PE water pipes. Additional testing should be carried out prior to re-use for any proposed

R-2022-0494-FFM-21089271_1.pdf:20:new water supply pipe route, or barrier pipe or similar could be used.

R-2022-0494-FFM-21089271_1.pdf:46:Pipeline.

R-2022-0494-FFM-21089271_1.pdf:48:pipeline off site

R-2022-0494-FFM-21089271_1.pdf:57:tyre and pipes.

R-2022-0494-FFM-21089271_1.pdf:132: Sedimentation by Pipette - BS:1377-2:1990* Determination of Maximum Dry

R-2022-0048-NM-Decision Notice.pdf:3:CATS Pipeline

R-2022-0048-NM-Decision Notice.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0048-NM-Decision Notice.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0281-PND-Decision.pdf:1: DUTY OIL TANKS AND ASSOCIATED STRUCTURES AND PIPEWORK

R-2020-0281-PND-officer report 0281.pdf:1: AND PIPEWORK

R-2020-0281-PND-officer report 0281.pdf:1:Fuel Oil Tanks and associated structures and pipework. The work includes

R-2020-0281-PND-officer report 0281.pdf:1:• HFO removal and Decontamination of tanks and pipelines;

R-2020-0281-PND-officer report 0281.pdf:2:• Demolition of five HFO tanks, pipelines existing structures to top of slab;

R-2020-0281-PND-officer report 0281.pdf:3:The proposal to demolish the vessels and associated pipework falls within the

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:As part of the works the local Heavy Fuel Oil (HFO) pipelines are to be decontaminated prior to any demolition

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:works. The pipelines should be be cleaned back to a suitable termination point out with the work area and the

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:pipelines capped with written handover certification. This will be the same process with the five heavy oil tanks

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:  HFO removal and decontamination of tanks and pipelines shall have been completed by others prior to

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:  Demolition of five HFO tanks, pipelines existing structures to top of slab.

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:6:pipelines connecting the Boiler house and tanks which also route to Redcar are insulated with MMMF located in

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:6:specification and used to infill any voids or pipe channels. The soil mounds to the pipelines are to be levelled and

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:Steel Floor and pipelines

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:The pipe lines will be stripped of the cladding using a grab attachment and the waste removed to skips following

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:this they will be cut into 4 m sections and removed. The same process will be completed for all pipelines until

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:All rubble and brick work associated with pipelines and buildings are to be stockpiled locally and this will be

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: Back fill open trenches/pipe tracks with site won material.

R-2022-0205-SC-Screening Opinion Response.pdf:2:  Deck furniture (e.g., handrailing, pipe supports, lighting columns).

R-2022-0205-SC-Screening Opinion Response.pdf:2:  Pipework, access roads, lighting and cabling.

R-2022-0205-SC-Screening Opinion Response.pdf:2:  Isolation of site services and all tanks and pipes to be cleaned prior to removal.

R-2022-0205-SC-Screening Opinion Response.pdf:2:  Removal of pipework within the site boundary.

R-2022-0205-SC-Screening Opinion Response.pdf:3:and pipelines would be undertaken as required. As the tanks were flushed after final use

R-2022-0205-SC-Screening Opinion Response.pdf:4:  Approximately 20t. steel pipelines.

R-2022-0205-SC-Screening Opinion Report.pdf:2:  Deck furniture (e.g., handrailing, pipe supports, lighting columns).

R-2022-0205-SC-Screening Opinion Report.pdf:3:  Pipework, access roads, lighting and cabling.

R-2022-0205-SC-Screening Opinion Report.pdf:3:  Isolation of site services and all tanks and pipes to be cleaned prior to removal.

R-2022-0205-SC-Screening Opinion Report.pdf:3:  Removal of pipework within the site boundary.

R-2022-0205-SC-Screening Opinion Report.pdf:3:and pipelines would be undertaken as required. As the tanks were flushed after final use a

R-2022-0205-SC-Screening Opinion Report.pdf:4:  Approximately 20t. steel pipelines.

R-2022-0205-SC-Screening Opinion Report.pdf:7:  Deck furniture (e.g., handrailing, pipe supports, lighting columns).

R-2022-0205-SC-Screening Opinion Report.pdf:7:  Pipework, access roads, lighting and cabling.

R-2022-0205-SC-Screening Opinion Report.pdf:7:  Isolation of site services and all tanks and pipes to be cleaned prior to removal.

R-2022-0205-SC-Screening Opinion Report.pdf:7:  Removal of pipework within the site boundary.

R-2022-0205-SC-Screening Opinion Report.pdf:8:and pipelines would be undertaken as required. As the tanks were flushed after final use a

R-2022-0205-SC-Screening Opinion Report.pdf:8:  Approximately 20t. steel pipelines.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:13:  Deck furniture (e.g., handrailing, pipe supports, lighting columns).

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:13:  Pipework, access roads, lighting and cabling.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:13:  Isolation of site services and all tanks and pipes to be cleaned prior to removal.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:13:  Removal of pipework within the site boundary.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: 3.2.7 Once all loading arms, pipelines, utilities and furniture are removed from the jetty head,

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: Breagh gas pipeline runs between south dolphins approximately 30m below the riverbed

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: 3.2.10 Given the proximity of three designated Hazard Accidents Pipelines to the Proposed

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: confirm it is within the limits of acceptability Vibration will be agreed with the pipeline

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:17: pipelines would be undertaken as required. As the tanks were flushed after final use a

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:19:  Approximately 20t. steel pipelines.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:21: Sands and Pipe Track. Immediately adjacent to the Northumbrian Water pumphouse is

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:23: plover, knot, ruff, sanderling, purple sandpiper,

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:26: the Tees Estuary by a pipe, therefore the lagoon is likely to fluctuate with saline /

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:27: Purple sandpiper 40 (November) 0 0

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30:  Sembcorp pipeline (Pipe Tunnel No. 2) containing numerous pipelines. This is

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: designated as a Major Accident Hazard Pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30:  A buried 36” natural gas pipeline, which takes gas from the south side of the river via a

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: second pipe tunnel to the north side of the Estuary (BP AMOCO CATS Pipeline). This is

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: designated as a Major Accident Hazard Pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30:  A buried 20” pipeline transporting gas from the Breagh platform in the North Sea to

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: Teesside (the RWE Breagh Gas Processing Gas Pipeline). This is designated a Major

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: Accident Hazard Pipeline. A 3” Mono Ethylene Glycol pipeline is also installed

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:30: alongside this pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:36: 5.9.1 Section 4.11 identifies the presence of three pipelines which run underneath the Tees

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:36: Appendix A. Due to the nature of this pipeline Infrastructure as designated Major

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:36: Accident Hazard pipelines, consideration of the potential effects on these material assets

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:38: Pipelines (discussed below). As the Proposed Development will not be accessed by

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:38:  Sembcorp Tunnel No.2, which is a designated Major Accident Hazard Pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: Pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39:  BP AMOCO CATS Pipeline, which is a designated Major Accident Hazard Pipeline.

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: distances from the pipelines and specific activities, and anchor points for demolition

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: pipelines. This is being – and will continue to be – achieved through consultation and

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: formal agreement between the pipeline owners/operators), NWL (and appointed

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: methods within a certain distance of the pipeline or avoid certain techniques entirely)

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: 5.10.3 No works will take place without the approval of the pipeline operators, in the unlikely

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: event that the pipeline operators will not engage, then a detailed risk assessment will be

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: 5.10.5 Due to the nature of the assets (i.e., active gas pipelines), there remains a residual risk of

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: 5.10.6 On the basis that the approval of the pipeline operators to the approach and required

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: mitigation will be secured through the Marine License, then these pipelines are

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:48: 6.6.1 Section 4.11 identifies the presence of three pipelines, which run underneath the Tees

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:48: Appendix A. Due to the nature of this pipeline Infrastructure as designated Major

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:48: Accident Hazard pipelines, consideration of the potential effects on the functional

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:60: E E GA P02 06/08/2021 EXISTING PIPELINE ADDED JDS FM NM

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:74: sandpiper, redshank and sandwich tern;

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:76: Green sandpiper 12 Records from1km grid square in search area WCA -

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:76: Wood sandpiper 9 Records from1km grid square in search area WCA -

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:83:  The surrounding area is heavily industrialised with pipework running from the Site to the east;

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:84: extends to the east of the operational area of the Site and north of the pipe

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:84: connected to the Tees Estuary by a pipe. Therefore, this lagoon is likely to

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:85: bare ground heading southeast from the Site in between pipework. The access

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:85: Other habitat Above ground exposed pipework resting upon concrete plinths with stone ballast No

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:86: B2 – A cylindrical steel storage tank with associated pipework. This building has no potential No – Although being

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:86: B3 – A cylindrical steel storage tank with associated pipework. This building has no potential No – Although being

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:86: B4 – Wash A cylindrical steel storage tank with associated pipework. This building has no potential No – Although being

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:86: B6 – Raw A cylindrical steel storage tank with associated pipework. This building has no potential No – Although being

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:98: Green sandpiper Tringa ochropus

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:99: Purple sandpiper Calidris maritima

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:100: Wood sandpiper Tringa glareola

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:103: TN3 Waste materials including metals pipes and pieces of machinery may provide refuge to reptiles and amphibians.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:11:CATS Pipeline - The Central Area Transmission System pipeline, a 36” (91cm) diameter gas pipeline running

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:11:from the North Sea and making landfall northeast of the site. The pipeline runs in a south-southwest direction,

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:11:parallel to and within 50 metres of the SSI1 eastern boundary. The pipeline started operating in 1993. While

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:11:underground industrial water main, and outputs via an underground nitrogen supply pipeline. A potable water

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:66: present within the pipework.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:66: spur of pipe gas mains caused by corrosive (pyrophoric

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:66: the pipe Therefore, the self‐ignition source of gas

R-2021-1048-FFM-Decision Notice 1048(1).pdf:5:CATS Pipeline

R-2021-1048-FFM-Decision Notice 1048(1).pdf:5:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-1048-FFM-Decision Notice 1048(1).pdf:5:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:48: c). Found after topsoil stripping for ICI - Lackenby gas pipeline. No features observed.

R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:48: for ICI - Lackenby gas pipeline. 7.5.91. No features observed sited on made up ground.

R-2021-1048-FFM-Officer Report 1048.pdf:3:SABIC high pressure ethylene pipeline apparatus.

R-2021-1048-FFM-Officer Report 1048.pdf:3:CATS Pipeline

R-2021-1048-FFM-Officer Report 1048.pdf:10: pipelines.

R-2021-1048-FFM-Officer Report 1048.pdf:11: pipelines.

R-2021-1048-FFM-Officer Report 1048.pdf:13:necessary for any future potential piled foundations and process pipelines.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:7: (Main Site and onshore CO2 Export Pipeline Corridor). Prepared by Allied

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:9:Site and onshore CO2 Export Pipeline Corridor) dated September 2021.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:19: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:22:Teesside (Main Site and onshore CO2 Export Pipeline The ”Final” version of the document has now been provided. This report contains additional groundwater data

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:2: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and

R-2021-1048-FFM-Factual REPORT SSI 2.pdf:50: Concrete slab with rebar and pipes.

R-2021-1048-FFM-Factual REPORT SSI 2.pdf:50: wires. Large >2m sheets, pipes and beams.

R-2021-1048-FFM-Factual REPORT SSI 2.pdf:68: 0.50 - 1.00 ES diameter steel pipes observed. Concrete blocks and

R-2021-1048-FFM-Factual REPORT SSI 2.pdf:71: steel (500x400x60mm), rare iron pipe.

R-2021-1048-FFM-MGE04717 Cont Land.pdf:2: necessary for any future potential piled foundations and process pipelines.

R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF:2:a CO2 gathering network (pipelines) and other supply connections across a wide area extending to the north

R-2021-1048-FFM-SABIC 1048.pdf:1:Please note Planning Application Referened R/2021/1048/FFM will not affect SABIC high pressure ethylene pipeline

R-2021-1048-FFM-SABIC 1048.pdf:1:Pipeline Administration Co-ordinator

R-2021-1048-FFM-SABIC 1048.pdf:1:Cross Country Pipelines

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:9: Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor Final factual Report,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:11:limestone and coal), pipelines and conveyors for transferring these products and localised storage of fuel.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28:may pose a risk to built Infrastructure including new buildings, subsurface concrete and water supply pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:46:48 4.4 Gas pipelines 0 0 0 0 -

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:90:18 31m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:90:19 32m E Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:91: 25 123m S Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:91: 28 245m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92:4.4 Gas pipelines

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92:High pressure underground gas transmission pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:125:2 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:126: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:127: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324:pipeline in

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:4: 3.7.12 CATS Pipeline ………………………………………………………………………………………… 3-7

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: Sinter Plant Coke Oven Gas, 1 tonne in pipeline, located east of main Sinter Plant

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: • BOC Oxygen Pipeline

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: • BOC Nitrogen Pipeline

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: • BOC Hydrogen Pipeline

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: • Fuel Oil Pipeline

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:18: Although not included within the list above pipework transporting gas from the SBCO to the By-

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:22:The Coke Oven Gas Main runs along the north and eastern boundaries of the site, with a spur of pipe

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:22:running on to the site along the access road between the TMO and Sinter Plant. The pipe was installed

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:23:3.7.12 CATS Pipeline

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:23:The Central Area Transmission System pipeline, a 36” (91cm) diameter gas pipeline running from the

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:23:North Sea, landfalls northeast of the site. The pipeline runs in a south-southwest direction, parallel to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:23:The pipeline started operating in 1993. While unlikely to be contaminative, it’s an extremely sensitive

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:27:The pipeline enters the site and connects to the eastern end of the Sinter Plant. The exact use of coke

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:27:Information provided on-site states that the pipeline has been pressurised with Nitrogen in an effort to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:27:minimise the risk of explosion. The pipeline is an extremely sensitive asset.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:29:Contamination could arise from spillages when refuelling, leaking pipes or a rupture of the tank itself.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:38: contents and condition of pipeline.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:38: Current hazardous No current records of types and quantities Survey of storage tanks and pipelines to establish

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:38: and exact location of the Coke Oven Gas contents of the pipeline and any plans for

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Sinter plant 35 Trial pits 7no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Sinter stocking ground 43 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Pellet plant 37 Trial pits 8 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Pellet stocking ground 12 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Blended ore stocking ground 78 Trial pits 16 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Coke crushing plant 14 Trial pits 3 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Coal yards 44 Trial pits 9 no boreholes to 15m or Standpipes in selected boreholes to

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:8: the Redcar Coke Ovens Outfall pipe flows in a north westerly direction to the River Tees and

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:22: Within the site boundary, two drainage pipes are located within the northern site boundary.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:22: The Redcar Coke Ovens Outfall pipe flows from the north western site boundary in a north

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:25: efficiently. It also allows the user to combine natural solutions with piped (network)

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:27:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:27: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:28:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:28: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:29:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:29: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:30:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:30: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:31:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:31: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:32:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:32: Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:33:± Industry outflow pipe

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:33: Industry outflow pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:10:limestone and coal), pipelines and conveyors for transferring these products and localised storage of fuel.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:12: 1981 handling, sinter plant and pellet plant in the south and conveyors for and pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:25:may pose a risk to built Infrastructure including new buildings, subsurface concrete and water supply pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:38:48 4.4 Gas pipelines 0 0 0 0 -

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:82:18 31m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:82:19 32m E Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:83: 25 123m S Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:83: 28 245m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:84:4.4 Gas pipelines

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:84:High pressure underground gas transmission pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:117:2 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:118: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:119: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:316:pipeline in

R-2021-1048-FFM-CATS.pdf:1:The CATS pipelines have been built according to, and are managed subject to, the Health and Safety

R-2021-1048-FFM-CATS.pdf:1:at Work Act (1974) and the associated Regulations including The Pipelines Safety Regulations 1996

R-2021-1048-FFM-CATS.pdf:1:For more information on the associated businesses and pipelines and to contact us with the further

R-2021-1048-FFM-CATS.pdf:1:CATSpipeline@woodplc.com

R-2021-1048-FFM-CON LAND 1048(1).pdf:2: necessary for any future potential piled foundations and process pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:10: Development Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:11:CATS Pipeline - The Central Area Transmission System pipeline, is a 36” (91cm) diameter gas pipeline

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:11:running from the North Sea and making landfall northeast of the site. The pipeline runs in a south-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:11:southwest direction, parallel to and within 50 metres of the site’s eastern boundary. The pipeline started

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:12: CATPipeline DRG No: 110035117-AUK-XX-XX-DR-ZZ-0421-01-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:18: cladding on buried pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27: • Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27: pipework will be removed from the excavations. Should complete removal not be possible or

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28: • Oxygen pipeline;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28: • CATS Pipeline;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:potential for other utilities to be crossing the site including redundant gas pipes, water pipes and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:39: CATPipeline DRG No: 110035117-AUK-XX-XX-DR-ZZ-0421-01-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12: pipeline corridor to the north of the Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:recommendations included consideration of barrier pipe for any proposed new water supply pipes laid in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:13: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor Final Factual Report, prepared

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15: vicinity of the pipeline corridor (AEG 2022), with investigations undertaken to assess the relationship

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:16:and coast in the vicinity of the pipeline corridor, given that this is hydraulically down-gradient of the Site (see

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:2.3.3 Off-Site: Site Specific Geology (Corridor pipeline)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26: sandpiper, shoveler, shelduck and gadwall);

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:27: Potential solidified tar cladding on buried pipe at

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:63:Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in relation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:134: metal tube/pipe. Gravel is fine to coarse, angular to sub-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:134: brick, wire and pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:179: metal fragments. 2 cables/pipes at 0.6m. Yellow slightly

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:179: slag. TP terminated due to pipes/cables.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:179: TP Terminated at 0.6m due to pipes / cables being discovered

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:189: (pipe?), wood and pottery fragments.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:190: Disused pipe, discontinuous. 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:200: fragments of plastic material, fragment of metal pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:223: 200mm dia clayware pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:224: brick. Some wood fragments and clayware tile/pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:238: sand, yellow sand, black gravelly sand around the pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:238: 1.00 ES 2 cast iron pipes @0.6m (possibly waste). Rare roof 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:266: Concrete slab with rebar and pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:266: wires. Large >2m sheets, pipes and beams.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:284: 0.50 - 1.00 ES diameter steel pipes observed. Concrete blocks and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:287: steel (500x400x60mm), rare iron pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:309: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:310:17/10/2017 15.00 14.00 200 7.26 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:311:13/10/2017 7.00 7.00 200 3.94 3.60 3.90 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:312: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:313: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:314:06/10/2017 1.00 1.00 250 Dry (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:315: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:316: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:317: 25.10 28.10 A/M 100 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:318: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:319: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:320: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:321: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:326: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:327:05/10/2017 15.00 14.90 200 6.07 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:328:10/10/2017 3.00 3.00 250 1.96 0.80 1.10 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:329: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:330: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:332: 6.10 6.30 00:30 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:333: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:334: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:335: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:336:12/10/2017 5.00 5.00 250 4.10 4.00 4.80 03:00 6.00 19.10 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:337: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:338: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:339: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:340: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:341: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:342: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:343: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:344: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:345: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:346: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:347: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:364:24/10/2017 3.00 3.00 250 3.00 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:365: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:366: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:367: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:368:10/11/2017 21.00 18.30 200 4.45 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:393: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked Draft Factual

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: at c.0.70m BGL … metal pipe. Surrounded by cobbles of metallic

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: insulate pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: Terminated at 0.70m BGL - due to encountering pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: encountering pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:424: MS\TP06A Pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:437: 2.70 - 4.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:438: 11.70 - 13.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:439: standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:440: 19.10 - 20.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:441: 23.60 - 25.10 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:442: 28.10 - 29.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:443: slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:444: 33.80 - 35.30 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:445:01/07/2021 38.60 38.60 0.00 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:495: 4.20 - 5.70 178 100 Yes standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:496: standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:497: 14.00 - 14.50 Water 100 slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:498: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:499: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:500: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:501: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:511:18/06/2021 2.70 2.70 178 Dry 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:512:21/06/2021 13.75 13.75 178 3.50 13.20 - 13.65 178 100 No standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:513: 15.30 - 16.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:514: 19.80 - 20.50 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:515: 25.30 - 26.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:516: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:517: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:527: 2.70 - 4.20 178 60 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:528:17/06/2021 14.70 14.70 178 4.20 11.70 - 13.20 178 100 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:529:21/06/2021 15.00 15.00 0.00 18.30 S N17 15.80 - 16.30 Water 50 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:530: 19.80 - 20.30 Water 70 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:531: 25.00 - 26.00 Water 100 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:532: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:533: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:564: 4.20 - 5.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:565: 13.20 - 14.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:566: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:567:02/07/2021 19.10 19.10 0.00 17.10 - 17.60 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:568: 24.30 - 24.40 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:569:08/07/2021 28.40 26.20 6.10 26.20 - 27.70 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:570: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:571: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:572: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:584: 4.20 - 5.70 178 0 No standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:585:02/06/2021 14.70 14.70 178 7.20 13.20 - 14.70 178 100 Yes standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:586: 19.30 - 20.50 Water 100 standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:587: standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:588: 26.90 - 28.40 Water 0 standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:589: standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:599: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:600: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:601: 15.50 - 17.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:602: 21.50 - 22.50 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:603: 24.50 - 25.90 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:604: 30.50 - 32.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:605: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:606: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:637: 7.20 - 8.70 178 100 Yes standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:638: standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:639: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:640: 21.90 - 23.00 Water 100 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:641: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:642: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:643: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:644: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:656: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:656:04/06/2021 7.20 7.20 178 4.00 2.70 - 4.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:657: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:657: 11.70 - 13.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:658: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:658: and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:659: 18.10 - 18.90 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:659: 18.90 - 19.40 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:660: 23.50 - 24.00 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:660: 24.00 - 25.20 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:661: 28.20 - 29.50 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:661: standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:662: 31.20 - 31.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:662: 31.70 - 33.20 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:663:17/06/2021 35.70 35.70 4.67 35.30 - 35.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:663: standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:675:28/06/2021 5.70 5.70 178 4.00 2.70 - 4.20 178 100 Yes standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:676: standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:677: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:678: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:679: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:687: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:688: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:689: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:690: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:691: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:700: 5.70 - 7.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:701: 14.70 - 16.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:702: standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:720: 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:721: 11.70 - 13.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:722: 19.20 - 20.00 178 89 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740: G Standpipe or Piezometer

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:22: Slotted Standpipe

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:22: Standpipe Piezometer

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:30:All installations comprise 50mm diameter slotted standpipes

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:31:10/10/2017 2.50 2.50 300 2.00 2.50 01:30 (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:32: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:33: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:34: 20/10/2017 23.20 22.00 22.50 23.20 A/M 100 (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:35: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:36: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:37: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:38: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:39: (4) Double 50mm slotted standpipe installation to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:43:23/10/2017 5.00 5.00 300 Damp (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:44:24/10/2017 15.00 12.50 200 5.86 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:45:27/10/2017 3.50 3.50 250 Dry 3.50 3.90 01:15 5.50 12.00 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:46: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:47: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:48:17/10/2017 15.00 14.00 200 7.26 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:49:13/10/2017 7.00 7.00 200 3.94 3.60 3.90 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:50: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:51: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:52:06/10/2017 1.00 1.00 250 Dry (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:53: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:54: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:55: 25.10 28.10 A/M 100 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:56: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:57: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:58: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:59: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:64: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:65:05/10/2017 15.00 14.90 200 6.07 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:66:18/10/2017 6.00 6.00 200 4.10 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:67: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:68: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:69:16/10/2017 6.00 6.00 300 (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:70: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:71: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:72: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:73: 28.00 29.50 W/Pol 100 (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:74: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:75: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:76: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:77: (4) Double installation two 50mm slotted standpipes to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:81: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:82: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:84: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:85: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:86: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:87:10/10/2017 3.00 3.00 250 1.96 0.80 1.10 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:88: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:89: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:91: 6.10 6.30 00:30 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:92: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:93: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:94: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:95: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:96: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:97:13/10/2017 8.00 8.00 200 6.57 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:98: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:99: 13.60 14.60 A/M 100 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:100: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:101: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:102: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:103: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:104: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:105: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:106: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:112:24/10/2017 4.00 4.00 200 Dry (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:113: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:114: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:115:12/10/2017 5.00 5.00 250 4.10 4.00 4.80 03:00 6.00 19.10 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:116: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:117: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:118: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:119: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:120: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:121: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:122: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:123: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:124: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:125: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:126: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:133: standpipes to 4.00m and 9.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:134: standpipes to 4.00m and 9.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:135:26/10/2017 6.50 6.50 300 Damp standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:136: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:137: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:138: 21.40 24.40 A/M 100 standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:139: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:140: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:141: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:142: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:143: standpipes installed to 5.50m and 21.00m BGL.

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:148:02/11/2017 3.00 3.00 200 Dry (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:149: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:150: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:151: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:162:24/10/2017 3.00 3.00 250 3.00 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:163: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:164: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:165: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:166:10/11/2017 21.00 18.30 200 4.45 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: G Standpipe or Piezometer

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: G Standpipe or Piezometer

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: G Standpipe or Piezometer

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: G Standpipe or Piezometer

R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:3: Network, and a CO2 Export Pipeline to an offshore geological storage site in

R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:12: during excavation of the Lackenby gas pipeline near Greystone Road

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1:AND ONSHORE CO2 EXPORT PIPELINE CORRIDOR

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:2: CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:3: ONSHORE CO2 EXPORT PIPELINE CORRIDOR

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:3: 1 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:4: 2 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:5: 3 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6: 4 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:7: 5 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:8: 6 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:9: 7 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:10: MS\TP06A Metal Pipe At 0.70m BGL Undamaged

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:10: insulate pipe

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:10: 8 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:11: 9 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:12: MS\TP06A Machine Excavated 0.70 Terminated due to encountering pipe.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:12: 10 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:13: 11 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 8.10 and 4.00-8.20 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 2.70 and 1.10-2.80 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 5.00 and 1.60-6.10 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 12.50 and 5.00-13.50 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14: 12 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 4.60 and 1.60-4.65 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 10mm filter 5.70 and 1.10-5.80and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 4.50 and 1.60-4.60 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 10mm filter 4.40 and 1.10-4.50 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 1 No. 50mm diameter slotted standpipe with 10mm filter 20.50 and 18.10-20.60 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 1 No. 50mm diameter slotted standpipe and 1 No. 25mm 9.50 and 5.70-10.30 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: diameter slotted standpipe both with 2-4mm filter material 20.00 15.80-20.20

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 1 No. 50mm diameter slotted standpipe with 2-4mm filter

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 5.00 and 1.60-5.30 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 2 No. 50mm diameter slotted standpipe with 2-4mm filter 5.00 and 1.60-5.50 and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15: 13 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:16:the installation pipe. The ground level details have been added to the logs with all three being presented on a

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:16: 14 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:17: 15 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:18: 16 ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:26: Slotted Standpipe

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:26: Standpipe Piezometer

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:33: (m BGL) Level) Shallow Pipe) Deep Pipe) Cover)

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:33: 1 (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:34: 2.70 - 4.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:35: 11.70 - 13.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:36: standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:37: 19.10 - 20.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:38: 23.60 - 25.10 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:39: 28.10 - 29.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:40: slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:41: 33.80 - 35.30 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:42:01/07/2021 38.60 38.60 0.00 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:92: 4.20 - 5.70 178 100 Yes standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:93: standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:94: 14.00 - 14.50 Water 100 slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:95: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:96: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:97: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:98: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:108:18/06/2021 2.70 2.70 178 Dry 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:109:21/06/2021 13.75 13.75 178 3.50 13.20 - 13.65 178 100 No standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:110: 15.30 - 16.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:111: 19.80 - 20.50 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:112: 25.30 - 26.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:113: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:114: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:124: 2.70 - 4.20 178 60 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:125:17/06/2021 14.70 14.70 178 4.20 11.70 - 13.20 178 100 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:126:21/06/2021 15.00 15.00 0.00 18.30 S N17 15.80 - 16.30 Water 50 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:127: 19.80 - 20.30 Water 70 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:128: 25.00 - 26.00 Water 100 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:129: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:130: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:161: 4.20 - 5.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:162: 13.20 - 14.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:163: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:164:02/07/2021 19.10 19.10 0.00 17.10 - 17.60 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:165: 24.30 - 24.40 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:166:08/07/2021 28.40 26.20 6.10 26.20 - 27.70 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:167: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:168: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:169: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:181: 5.70 - 7.20 178 100 Yes standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:182:02/06/2021 15.70 15.70 178 4.90 14.70 - 15.70 178 100 Yes standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:183: slotted standpipes installed between 1.20-5.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:184: slotted standpipes installed between 1.20-5.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:185: slotted standpipes installed between 1.20-5.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:186: slotted standpipes installed between 1.20-5.70m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:196: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:197: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:198: 15.50 - 17.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:199: 21.50 - 22.50 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:200: 24.50 - 25.90 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:201: 30.50 - 32.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:202: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:203: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:234: 7.20 - 8.70 178 100 Yes standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:235: standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:236: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:237: 21.90 - 23.00 Water 100 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:238: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:239: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:240: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:241: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:253:04/06/2021 7.20 7.20 178 4.00 2.70 - 4.20 178 100 Yes standpipes installed between 18.20-20.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:254: 11.70 - 13.20 178 100 Yes standpipes installed between 18.20-20.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:255: standpipes installed between 18.20-20.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:256: 18.10 - 18.90 Water 100 slotted standpipes installed between 18.20-20.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:257: 23.50 - 24.00 Water 100 slotted standpipes installed between 18.20-20.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:258: 28.20 - 29.50 Water 100 slotted standpipes installed between 18.20-20.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:259: 31.20 - 31.70 Water 100 slotted standpipes installed between 18.20-20.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:260:17/06/2021 35.70 35.70 4.67 35.30 - 35.70 Water 100 slotted standpipes installed between 18.20-20.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:272:28/06/2021 5.70 5.70 178 4.00 2.70 - 4.20 178 100 Yes standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:273: standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:274: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:275: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:276: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:284: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:285: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:286: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:287: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:288: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:297: 5.70 - 7.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:298: 14.70 - 16.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:299: standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:317: 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:318: 11.70 - 13.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:319: 19.20 - 20.00 178 89 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: at c.0.70m BGL … metal pipe. Surrounded by cobbles of metallic

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: insulate pipe.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: Terminated at 0.70m BGL - due to encountering pipe.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: encountering pipe.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:354: MS\TP06A Pipe

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:379: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:380: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:381: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:382: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:383: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:384: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:385: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:386: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:387: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:388: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:389: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:390: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:391: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:392: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:396: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:397: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:398: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:399: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:400: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:401: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:407: And Onshore CO2 Export Pipeline Corridor

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:5: site located on the site of the former Redcar steelworks. The offshore pipeline extends into the North

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:5: Sea. The onshore site location has been categorised into the Main Site and the C02 pipeline corridor

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:11: Table 3 – Risk Mitigation Measures: Pipeline Corridor

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:23: pipeline installation.

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:23: The onshore site location has been categorised into the Main Site and the C02 pipeline corridor (as per

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:28: UXO risk pathways may be generated by a variety of civil engineering, construction, GI and/or pipeline

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:28: Infrastructure; construction plant and equipment; the pipeline and any protective systems; as well as

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:29: • AECOM, Onshore CO2 Export Pipeline Corridor: Geotechnical and Geo-Environmental Desk

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:30: • Genesis, Document Reference NS051-PL-REP-040-00004 B01, CO2 Export Pipeline

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:33: engineering plant and equipment and the pipeline itself.

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: connecting pipeline transporting the CO2 to an offshore storage site. The design of the land-based

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: is conventionally drilled in order to minimise friction and reduce the chance of having a pipeline

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:51: Table 9 – UXO SQRA Summary (Main Landfall and Pipeline Corridor)

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:58:Table 11 – Risk Mitigation Measures: Pipeline Corridor

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:71: o Pipeline Installation;

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:72: typically ~10m radii, post TAN); therefore, more freedom of pipeline manoeuvre,

R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:89:as well as the initial and residual UXO risk to that specific GI or pipeline installation operation after mitigation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12: pipeline corridor to the north of the Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:recommendations included consideration of barrier pipe for any proposed new water supply pipes laid in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:13: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor Final Factual Report, prepared

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15: vicinity of the pipeline corridor (AEG 2022), with investigations undertaken to assess the relationship

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:16:and coast in the vicinity of the pipeline corridor, given that this is hydraulically down-gradient of the Site (see

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:18:2.3.3 Off-Site: Site Specific Geology (Corridor pipeline)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:18:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27: sandpiper, shoveler, shelduck and gadwall);

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:28: pipe at 0.7m bgl

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:65:Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in relation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:142: metal tube/pipe. Gravel is fine to coarse, angular to sub-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:142: brick, wire and pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:187: metal fragments. 2 cables/pipes at 0.6m. Yellow slightly

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:187: slag. TP terminated due to pipes/cables.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:187: TP Terminated at 0.6m due to pipes / cables being discovered

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:197: (pipe?), wood and pottery fragments.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:198: Disused pipe, discontinuous. 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:208: fragments of plastic material, fragment of metal pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:231: 200mm dia clayware pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:232: brick. Some wood fragments and clayware tile/pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:246: sand, yellow sand, black gravelly sand around the pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:246: 1.00 ES 2 cast iron pipes @0.6m (possibly waste). Rare roof 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:274: Concrete slab with rebar and pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:274: wires. Large >2m sheets, pipes and beams.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:292: 0.50 - 1.00 ES diameter steel pipes observed. Concrete blocks and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:295: steel (500x400x60mm), rare iron pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:317: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:318:17/10/2017 15.00 14.00 200 7.26 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:319:13/10/2017 7.00 7.00 200 3.94 3.60 3.90 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:320: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:321: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:322:06/10/2017 1.00 1.00 250 Dry (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:323: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:324: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:325: 25.10 28.10 A/M 100 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:326: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:327: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:328: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:329: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:334: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:335:05/10/2017 15.00 14.90 200 6.07 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:336:10/10/2017 3.00 3.00 250 1.96 0.80 1.10 00:30 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:337: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:338: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:340: 6.10 6.30 00:30 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:341: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:342: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:343: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:344:12/10/2017 5.00 5.00 250 4.10 4.00 4.80 03:00 6.00 19.10 (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:345: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:346: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:347: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:348: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:349: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:350: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:351: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:352: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:353: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:354: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:355: (4) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:372:24/10/2017 3.00 3.00 250 3.00 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:373: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:374: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:375: (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:376:10/11/2017 21.00 18.30 200 4.45 (3) 50mm diameter slotted standpipe installed to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:401: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked Draft Factual

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: at c.0.70m BGL … metal pipe. Surrounded by cobbles of metallic

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: insulate pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: Terminated at 0.70m BGL - due to encountering pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: encountering pipe.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:432: MS\TP06A Pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:445: 2.70 - 4.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:446: 11.70 - 13.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:447: standpipes installed between 5.10-8.10m (diver

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:448: 19.10 - 20.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:449: 23.60 - 25.10 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:450: 28.10 - 29.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:451: slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:452: 33.80 - 35.30 Water 100 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:453:01/07/2021 38.60 38.60 0.00 slotted standpipes installed between 5.10-8.10m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:503: 4.20 - 5.70 178 100 Yes standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:504: standpipes installed between 1.20-2.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:505: 14.00 - 14.50 Water 100 slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:506: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:507: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:508: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:509: slotted standpipes installed between 1.20-2.70m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:519:18/06/2021 2.70 2.70 178 Dry 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:520:21/06/2021 13.75 13.75 178 3.50 13.20 - 13.65 178 100 No standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:521: 15.30 - 16.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:522: 19.80 - 20.50 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:523: 25.30 - 26.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:524: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:525: slotted standpipes installed between 2.00-5.00m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:535: 2.70 - 4.20 178 60 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:536:17/06/2021 14.70 14.70 178 4.20 11.70 - 13.20 178 100 Yes standpipes installed between 6.50-12.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:537:21/06/2021 15.00 15.00 0.00 18.30 S N17 15.80 - 16.30 Water 50 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:538: 19.80 - 20.30 Water 70 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:539: 25.00 - 26.00 Water 100 slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:540: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:541: slotted standpipes installed between 6.50-12.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:572: 4.20 - 5.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:573: 13.20 - 14.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:574: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:575:02/07/2021 19.10 19.10 0.00 17.10 - 17.60 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:576: 24.30 - 24.40 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:577:08/07/2021 28.40 26.20 6.10 26.20 - 27.70 Water 100 standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:578: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:579: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:580: standpipes installed between 1.70-4.60m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:592: 4.20 - 5.70 178 0 No standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:593:02/06/2021 14.70 14.70 178 7.20 13.20 - 14.70 178 100 Yes standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:594: 19.30 - 20.50 Water 100 standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:595: standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:596: 26.90 - 28.40 Water 0 standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:597: standpipes installed between 1.20-5.70m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:607: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:608: installation: 2 No. 50mm diameter slotted standpipes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:609: 15.50 - 17.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:610: 21.50 - 22.50 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:611: 24.50 - 25.90 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:612: 30.50 - 32.00 Water 100 standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:613: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:614: standpipes installed between 1.70-4.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:645: 7.20 - 8.70 178 100 Yes standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:646: standpipes installed between 1.20-4.40m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:647: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:648: 21.90 - 23.00 Water 100 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:649: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:650: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:651: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:652: 50mm diameter slotted standpipes installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:664: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:664:04/06/2021 7.20 7.20 178 4.00 2.70 - 4.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:665: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:665: 11.70 - 13.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:666: installation: 1 No. 50mm diameter slotted standpipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:666: and 1 No. 25mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:667: 18.10 - 18.90 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:667: 18.90 - 19.40 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:668: 23.50 - 24.00 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:668: 24.00 - 25.20 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:669: 28.20 - 29.50 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:669: standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:670: 31.20 - 31.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:670: 31.70 - 33.20 Water 100 standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:671:17/06/2021 35.70 35.70 4.67 35.30 - 35.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:671: standpipe installed between 18.20-20.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:683:28/06/2021 5.70 5.70 178 4.00 2.70 - 4.20 178 100 Yes standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:684: standpipes installed between 6.50-9.50m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:685: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:686: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:687: slotted standpipes installed between 6.50-9.50m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:695: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:696: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:697: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:698: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:699: (3) 50mm diameter slotted standpipe installed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:708: 5.70 - 7.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:709: 14.70 - 16.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:710: standpipes installed between 9.00-12.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:728: 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:729: 11.70 - 13.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:730: 19.20 - 20.00 178 89 Yes standpipes installed between 2.00-5.00m and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748: G Standpipe or Piezometer

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:954: used to insulate pipe.

R-2021-1048-FFM-EMAIL.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2021-1048-FFM-EMAIL.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2021-1048-FFM-EMAIL.pdf:2:If you or one of your contractors plan to work near gas pipes or other Northern Gas Networks’s

R-2021-1048-FFM-EMAIL.pdf:2:Damaging gas pipes is danagerous and potentially expensive. Not only could it lead to a fire or

R-2021-1048-FFM-EMAIL.pdf:2:encapsulated in the Pipeline Safety Regulations, and by the Northern Gas Networks’s safety case,

R-2021-1048-FFM-EMAIL.pdf:2: 1. Safe working in the vicinity of high pressure gas pipelines and associated installations

R-2021-1048-FFM-EMAIL.pdf:2: 2. Avoiding injury when working near gas pipes up to 7 bar

R-2021-1048-FFM-EMAIL.pdf:2: 3. Avoiding injury when working near gas pipes

R-2021-1048-FFM-EMAIL.pdf:3: Stay safe near our pipes

R-2021-1048-FFM-EMAIL.pdf:3: North East and Northern Cumbria with our pipes running the

R-2021-1048-FFM-EMAIL.pdf:4:gas Infrastructure (pipes etc) by of our pipes on site. has a copy of our site plan Tree planting

R-2021-1048-FFM-EMAIL.pdf:4:electronic tracers. HSG47 Avoiding Danger from roots can cause damage to gas pipes

R-2021-1048-FFM-EMAIL.pdf:4: or other structures over, around or under a gas pipe.

R-2021-1048-FFM-EMAIL.pdf:4: Never lay equipment along or above a gas pipe.

R-2021-1048-FFM-EMAIL.pdf:4: diameter of the gas pipe (whichever is the greater) between - sand must be well-graded in accordance with BS EN 1260:2002

R-2021-1048-FFM-EMAIL.pdf:4: drawings showing the line and width of the proposed works 0.5 metres of a low or medium pressure pipe and

R-2021-1048-FFM-EMAIL.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.

R-2021-1048-FFM-EMAIL.pdf:5: or protective pipe coatings.

R-2021-1048-FFM-EMAIL.pdf:5: gas pipe.

R-2021-1048-FFM-EMAIL.pdf:6: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs,

R-2021-1048-FFM-EMAIL.pdf:6: or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the relevant owners. The information shown on this plan is given

R-2021-1048-FFM-EMAIL.pdf:6: without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability of

R-2021-1048-FFM-EMAIL.pdf:6: 1: 2,500 practices, in accordance with HS(G)47, must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:5: 4.1.12 CATS Pipeline and Pipe Crossings …………………………………………………………….. 4‐3

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:16: 36’’ Pipeline across within 15m of pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:22:• BOC Oxygen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:22:• BOC Nitrogen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:22:• BOC Hydrogen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:22:• Fuel Oil Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:water used in quenching, large diameter industrial water and grey water pipes cross‐cut this area, with a

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:number of deep valve pits located where pipes intersect or change direction. A number of sub‐stations

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:being fed by underground pipes.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:Technical Centre. To the north are a series of deep water pipe pits, a sub‐station, transform pens and

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:27:3.7.1.6 Fuel Oil Pipeline and Storage Tanks

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:27:The fuel oil pipelines run along the southern boundary of the site within a service corridor with offsets

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:28:3.7.1.9 Liquid Nitrogen pipeline and Storage plant

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:28:3.7.1.17 CATS Pipeline and Pipe Crossings

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:28:(91cm) diameter gas pipeline running from the North Sea; this landfalls northeast of the site. The

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:29:pipeline started operating in 1993. While unlikely to be contaminative, it is an extremely sensitive asset

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:34:present within the pipework. However, during periods of maintenance, there were reported numerous

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:34:The potential for asbestos gaskets to have been used within the pipe flanges should also be anticipated.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:35:4.1.12 CATS Pipeline and Pipe Crossings

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47:Further details on the Coke Oven Gas Pipeline decommissioning and implications.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:67: Pipe flanges Air quality x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: BOC Oxygen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: BOC Nitrogen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: Supply Nitrogen Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: CATS Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: BT SSI 2 AREA BOUNDARY Pipeline

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:87: Fuel Oil Pipeline

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:Pipelines

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:As the proposed development is within the Consultation Distance of a major hazard pipeline you should

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:consider contacting the pipeline operator before deciding the case. There are two particular reasons for this:

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3: The operator may have a legal interest (easement, wayleave etc.) in the vicinity of the pipeline. This may

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:restrict certain developments within a certain proximity of the pipeline.

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3: The standards to which the pipeline is designed and operated may restrict occupied buildings or major

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:traffic routes within a certain proximity of the pipeline. Consequently there may be a need for the operator to

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:modify the pipeline, or its operation, if the development proceeds.

R-2021-1048-FFM-HSL-220111074813-321-FinalOutcome (1).pdf:3:outcome of any consultation you may have with the pipeline operator.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:7: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:10: pipeline corridor to the north of the Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:recommendations included consideration of barrier pipe for any proposed new water supply pipes laid in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:12: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:14: vicinity of the pipeline corridor (AEG 2021 and AECOM 2021a), with investigations undertaken to assess

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:15:and coast in the vicinity of the pipeline corridor, given that this is hydraulically down-gradient of the Site (see

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:2.3.3 Off-Site: Site Specific Geology (Corridor pipeline)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:24: sandpiper, shoveler, shelduck and gadwall);

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:26: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:38: Potential solidified tar cladding on buried pipe at

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:58:Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in relation

R-2021-1048-FFM-Appendix1.pdf:10: presence of any overhead hazards (e.g. cables , piperacks, gantries etc).

R-2021-1048-FFM-Appendix1.pdf:18: HDPE standpipe, a gravel filter pack and cement / bentonite grout).

R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:3: necessary for any future potential piled foundations and process pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:10:limestone and coal), pipelines and conveyors for transferring these products and localised storage of fuel.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:12: 1981 handling, sinter plant and pellet plant in the south and conveyors for and pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:25:may pose a risk to built Infrastructure including new buildings, subsurface concrete and water supply pipes.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:38:48 4.4 Gas pipelines 0 0 0 0 -

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:82:18 31m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:82:19 32m E Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:83: 25 123m S Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:83: 28 245m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:84:4.4 Gas pipelines

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:84:High pressure underground gas transmission pipelines.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:117:2 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:118: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:119: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:316:pipeline in

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0463-01-Net_Zero_GI_Summary.PDF:1: Development Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor,

R-2021-1048-FFM-Factual Report SSI 1.pdf:9: metal tube/pipe. Gravel is fine to coarse, angular to sub-

R-2021-1048-FFM-Factual Report SSI 1.pdf:9: brick, wire and pipe.

R-2021-1048-FFM-Factual Report SSI 1.pdf:61: 0.00 - 0.30 ES possible tar, plastic pellets, broken pipe, plastic, wire,

R-2021-1048-FFM-Factual Report SSI 1.pdf:74: From: 2.5m bricks and very fast flowing water, potential burst pipe.

R-2021-1048-FFM-Factual Report SSI 1.pdf:75: From: 3.5m broken pipe, hole abandoned at 4.5m

R-2021-1048-FFM-Factual Report SSI 1.pdf:91: pipe, coal, (black sand). Contains brick and coke,

R-2021-1048-FFM-Factual Report SSI 1.pdf:144: Disused water pipe strike. Black PVC ~50mm dia., assumed to be

R-2021-1048-FFM-Factual Report SSI 1.pdf:148: 200mm diameter black plastic pipe. Oily residue inside. Repaired.

R-2021-1048-FFM-Factual Report SSI 1.pdf:206: From 0.1: Abandoned due to copper water pipe being uncovered

R-2021-1048-FFM-Factual Report SSI 1.pdf:237: metal fragments. 2 cables/pipes at 0.6m. Yellow slightly

R-2021-1048-FFM-Factual Report SSI 1.pdf:237: slag. TP terminated due to pipes/cables.

R-2021-1048-FFM-Factual Report SSI 1.pdf:237: TP Terminated at 0.6m due to pipes / cables being discovered

R-2021-1048-FFM-Factual Report SSI 1.pdf:243: unknown due to groundwater). Fragment of tile (pipe?)

R-2021-1048-FFM-Factual Report SSI 1.pdf:248: (pipe?), wood and pottery fragments.

R-2021-1048-FFM-Factual Report SSI 1.pdf:249: Disused pipe, discontinuous. 1

R-2021-1048-FFM-Factual Report SSI 1.pdf:261: fragments of plastic material, fragment of metal pipe

R-2021-1048-FFM-Factual Report SSI 1.pdf:284: 200mm dia clayware pipe

R-2021-1048-FFM-Factual Report SSI 1.pdf:285: brick. Some wood fragments and clayware tile/pipe.

R-2021-1048-FFM-Factual Report SSI 1.pdf:299: sand, yellow sand, black gravelly sand around the pipes.

R-2021-1048-FFM-Factual Report SSI 1.pdf:299: 1.00 ES 2 cast iron pipes @0.6m (possibly waste). Rare roof 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:10: Development Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor Final

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:11:CATS Pipeline - The Central Area Transmission System pipeline, is a 36” (91cm) diameter gas pipeline

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:11:running from the North Sea and making landfall northeast of the site. The pipeline runs in a south-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:11:southwest direction, parallel to and within 50 metres of the site’s eastern boundary. The pipeline started

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:18: cladding on buried pipe

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27: • Relic structures, including redundant pipework is likely to be encountered within the excavations

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27: be possible or feasible then residual structures / pipework considered to pose a significant risk

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28: • Oxygen pipeline;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28: • CATS Pipeline;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:potential for other utilities to be crossing the site including redundant gas pipes, water pipes and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:42: CATPipeline DRG No: 110035117-AUK-XX-XX-DR-ZZ-0421-01-

R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:8:alba, purple sandpiper Calidris maritima, common redshank, Sandwich tern) and an assemblage of

R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:8:knot, sanderling, purple sandpiper and sandwich tern mostly use the open coast. Common redshank

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:25:Groundwater and gas monitoring standpipes were installed within each of the boreholes sunk in

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:34:Gas monitoring was undertaken in standpipes which were installed in boreholes BH21, and BH23 to

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:107: metal tube/pipe. Gravel is fine to coarse, angular to sub-

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:107: brick, wire and pipe.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:159: 0.00 - 0.30 ES possible tar, plastic pellets, broken pipe, plastic, wire,

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:172: From: 2.5m bricks and very fast flowing water, potential burst pipe.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:173: From: 3.5m broken pipe, hole abandoned at 4.5m

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:189: pipe, coal, (black sand). Contains brick and coke,

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:242: Disused water pipe strike. Black PVC ~50mm dia., assumed to be

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:246: 200mm diameter black plastic pipe. Oily residue inside. Repaired.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:304: From 0.1: Abandoned due to copper water pipe being uncovered

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:335: metal fragments. 2 cables/pipes at 0.6m. Yellow slightly

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:335: slag. TP terminated due to pipes/cables.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:335: TP Terminated at 0.6m due to pipes / cables being discovered

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:341: unknown due to groundwater). Fragment of tile (pipe?)

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:346: (pipe?), wood and pottery fragments.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:347: Disused pipe, discontinuous. 1

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:359: fragments of plastic material, fragment of metal pipe

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:382: 200mm dia clayware pipe

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:383: brick. Some wood fragments and clayware tile/pipe.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:397: sand, yellow sand, black gravelly sand around the pipes.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:397: 1.00 ES 2 cast iron pipes @0.6m (possibly waste). Rare roof 1

R-2021-0878-ESM-ApplicationFormRedacted.pdf:1:* North East by Lackenby Channel drainage cut an gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0878-ESM-Reserved Matters - Design and Access Statement(1).pdf:1: • North East by Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2021-0878-ESM-Decision Notice 0878.pdf:2:CATS Pipeline

R-2021-0878-ESM-Decision Notice 0878.pdf:2:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0878-ESM-Decision Notice 0878.pdf:2:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0269-CD-Decision Notice.pdf:12:CATS Pipeline

R-2021-0269-CD-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0269-CD-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0269-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:9: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:9: running 90 degrees. Engineer notes pipe probably runs through

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: and boulder content and fragments of metal, metal pipe and plastic

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41:1.00 B4 pipe. Gravel is fine to coarse subangular to subrounded and includes

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:44: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:10: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:16: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:19: content and fragments of metal and scaffold pipes. Sand is fine to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:23: (Pipe bedding).

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:23: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:26: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:53: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:53: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:type of water supply pipes or the long-term protection of water supply as part of the redevelopment.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:bgl a clay pipe of 12-inch diameter was identified. At the same depth a black tar with a ‘hydrocarbon’ odour

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:10: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:19: at c.0.60m BGL … loose broken piece of 6” pipe containing black

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:22: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:50: Slotted Standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:50: Standpipe Piezometer

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: piezometer standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH102 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH103 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH104 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH105 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH106 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH107 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: piezometer standpipe Advanced through

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH109 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH110 slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:66: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:67: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: (3) 1No. 19mm diameter piezometer standpipe and

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: (3) 1No. 19mm diameter piezometer standpipe and

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:77: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter piezometer standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:77: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:78: (3) 1No. 19mm diameter piezometer standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:78: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:81: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:82: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:86: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:87: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: within the pipe.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:165: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: running 90 degrees. Engineer notes pipe probably runs through

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: cobble and boulder content and fragments of metal, metal pipe and

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221:1.00 B4 plastic pipe. Gravel is fine to coarse subangular to subrounded and

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:224: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:302: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:308: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:311: content and fragments of metal and scaffold pipes. Sand is fine to

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: (Pipe bedding).

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:364: at c.0.60m BGL … loose broken piece of 6“ pipe containing black

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:408: (Engineer notes possible pipe bedding).

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:411: content and fragments of metal and pipe. Sand is fine to coarse.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:452: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:498: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:499: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:501: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:502: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:503: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1382: (0.60) pipes, girders and rebar 20mm. Gravel is coarse angular and

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: at c.0.40m BGL … 6” cast iron pipe at southern end of pit running

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1391:2.50 B10 (1.10) corner to NW corner of pit inside a 6“ clay pipe conduit, 2No. 3”

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:8: ATK_TP_001 Cast iron pipe Undamaged

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:8: Cast iron pipe Undamaged None

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:8: pipe conduit Clay pipe - 152mm diameter)

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:20: Slotted Standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:20: Standpipe Piezometer

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:32: 6.66 1.70 at c.0.60m BGL … 610mm diameter cast iron pipe running 045

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:45: at c.0.40m BGL … 152mm diameter cast iron pipe at southern end of

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:51: diameter clay pipe conduit, 2No. 76mm diameter electric cables

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:60: (0.60) pipes, girders and rebar 20mm. Gravel is coarse angular and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:42: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:52: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:55:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:11:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:11:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:20: Slotted Standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:20: Standpipe Piezometer

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27: standpipe piezometer

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27: slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH102 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH103 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH104 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH105 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH106 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH107 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27: standpipe piezometer Advanced through

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27: slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH109 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:UK_BH110 slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:28: standpipe piezometer and 1No. 50mm diameter

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:28: slotted standpipe installed between 4.00-10.00m and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:29: standpipe piezometer and 1No. 50mm diameter

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:29: slotted standpipe installed between 4.00-10.00m and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:30: standpipe piezometer and 1No. 50mm diameter

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:30: slotted standpipe installed between 4.00-10.00m and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:31:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:32: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:33: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:34: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:35: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:36: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:37: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:39: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:40:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:41: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:42: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:43: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:44: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:45: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:45: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:46: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:46: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:47: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter standpipe piezometer

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:47: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:48: (3) 1No. 19mm diameter standpipe piezometer

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:48: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:50: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:51: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:52: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:54: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:55: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:56: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:57: (4) 50mm diameter standpipe installed between

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:8: (Engineer notes possible pipe bedding).

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:11: content and fragments of metal and pipe. Sand is fine to coarse.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:28: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:28: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:28: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:52: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2021-0100-CD-Phase II ESA.pdf:21:section of the well pipe indicating the phreatic surface rests above the upper surface of the mudstone itself. It

R-2021-0100-CD-Phase II ESA.pdf:26: Prairie_AUK_TP114 (0.9m bgl) Made Ground Tar noted within and surrounding a clay pipe

R-2021-0100-CD-Phase II ESA.pdf:26: Prairie_AUK_TP175 (0.6mbgl) Made Ground Tar noted within and surrounding a clay pipe

R-2021-0100-CD-Phase II ESA.pdf:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature

R-2021-0100-CD-Phase II ESA.pdf:53:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2021-0100-CD-Phase II ESA.pdf:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2021-0100-CD-Phase II ESA.pdf:53:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2021-0100-CD-Phase II ESA.pdf:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in

R-2021-0100-CD-Phase II ESA.pdf:53:water supply pipe, or barrier pipe or similar could be used.

R-2021-0100-CD-Phase II ESA.pdf:64: Metal pipe

R-2021-0100-CD-Phase II ESA.pdf:120: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 12“ diameter.

R-2021-0100-CD-Phase II ESA.pdf:147: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2021-0100-CD-Phase II ESA.pdf:170: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2021-0100-CD-Phase II ESA.pdf:200: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2021-0100-CD-Phase II ESA.pdf:200: cobble and boulder content and fragments of metal, metal pipe and

R-2021-0100-CD-Phase II ESA.pdf:200:1.00 B4 plastic pipe. Gravel is fine to coarse subangular to subrounded and

R-2021-0100-CD-Phase II ESA.pdf:200:1.60 J6 at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-Phase II ESA.pdf:200: (1.45) at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-Phase II ESA.pdf:200: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0100-CD-Phase II ESA.pdf:203: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0100-CD-Phase II ESA.pdf:255: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2021-0100-CD-Phase II ESA.pdf:265: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2021-0100-CD-Phase II ESA.pdf:268:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2021-0100-CD-Phase II ESA.pdf:280: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2021-0100-CD-Phase II ESA.pdf:286: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2021-0100-CD-Phase II ESA.pdf:289: content and fragments of metal and scaffold pipes. Sand is fine to

R-2021-0100-CD-Phase II ESA.pdf:292: (Pipe bedding).

R-2021-0100-CD-Phase II ESA.pdf:292: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2021-0100-CD-Phase II ESA.pdf:295: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2021-0100-CD-Phase II ESA.pdf:321: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2021-0100-CD-Phase II ESA.pdf:321: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2021-0100-CD-Phase II ESA.pdf:331: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2021-0100-CD-Phase II ESA.pdf:340: at c.0.60m BGL … loose broken piece of 6” pipe containing black

R-2021-0100-CD-Phase II ESA.pdf:343: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2021-0100-CD-Phase II ESA.pdf:384: (Engineer notes possible pipe bedding).

R-2021-0100-CD-Phase II ESA.pdf:387: content and fragments of metal and pipe. Sand is fine to coarse.

R-2021-0100-CD-Phase II ESA.pdf:404: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2021-0100-CD-Phase II ESA.pdf:404: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2021-0100-CD-Phase II ESA.pdf:404: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2021-0100-CD-Phase II ESA.pdf:427: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2021-0100-CD-Phase II ESA.pdf:462: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-Phase II ESA.pdf:463: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-Phase II ESA.pdf:464: standpipe and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-Phase II ESA.pdf:465:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:466: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:467: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:468: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:469: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:470: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:471: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:473: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:474:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:475: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:476: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:477: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:478: (3) 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:479: (3) 1No. 19mm diameter piezometer standpipe and

R-2021-0100-CD-Phase II ESA.pdf:479: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:480: (3) 1No. 19mm diameter piezometer standpipe and

R-2021-0100-CD-Phase II ESA.pdf:480: 1No. 50mm diameter slotted standpipe installed to

R-2021-0100-CD-Phase II ESA.pdf:481: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter piezometer standpipe

R-2021-0100-CD-Phase II ESA.pdf:481: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-Phase II ESA.pdf:482: (3) 1No. 19mm diameter piezometer standpipe

R-2021-0100-CD-Phase II ESA.pdf:482: and 1No. 50mm diameter slotted standpipe

R-2021-0100-CD-Phase II ESA.pdf:484: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:485: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:486: (3) 50mm diameter slotted standpipe installed

R-2021-0100-CD-Phase II ESA.pdf:488: (4) 50mm diameter standpipe installed to 20.80m

R-2021-0100-CD-Phase II ESA.pdf:489: (4) 50mm diameter standpipe installed to 20.80m

R-2021-0100-CD-Phase II ESA.pdf:490: (4) 50mm diameter standpipe installed to 20.80m

R-2021-0100-CD-Phase II ESA.pdf:491: (4) 50mm diameter standpipe installed to 20.80m

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:8:main embankment adjacent to the pump house and the main pipe bridge 3.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: concrete / pipework of the culvert. A connector is present

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: appropriate service channels and pipes.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:22: railway sleepers, broken pipe, dolomite, coke and wood encountered.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: current development) appropriate service pipes. BRE testing carried out at site has

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:15: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:15: within the pipe.

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:15: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:45: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2021-0067-CD-ApplicationFormRedacted.pdf:1:Land at Metals Recovery Area north west of PD Ports; north east of Sembcorp pipeline corridor and Tees Dock Road south east of former Slem waste

R-2021-0067-CD-Compliance Decision Notice_R20210067CD.pdf:1: NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK

R-2021-0067-CD-Compliance Decision Notice_R20210067CD.pdf:2: NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES

R-2021-0067-CD-Consultee Response - Engineers.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2021-0067-CD-Compliance Officer report _R20210067CD.pdf:1: SEMBCORP PIPELINE CORRIDOR AND TEES

R-2022-0050-FFM-1400011717.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2022-0050-FFM-1400011717.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2022-0050-FFM-0050 Dec.pdf:3: woodland and service lines and pipes,

R-2022-0050-FFM-0050 Dec.pdf:5:CATS Pipeline

R-2022-0050-FFM-0050 Dec.pdf:5:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0050-FFM-0050 Dec.pdf:5:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0050-FFM-0050 Off Rep.pdf:10:pets, woodland and service lines and pipes,

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:Pipelines

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:As the proposed development is within the Consultation Distance of a major hazard pipeline you should

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:consider contacting the pipeline operator before deciding the case. There are two particular reasons for this:

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5: The operator may have a legal interest (easement, wayleave etc.) in the vicinity of the pipeline. This may

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:restrict certain developments within a certain proximity of the pipeline.

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5: The standards to which the pipeline is designed and operated may restrict occupied buildings or major

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:traffic routes within a certain proximity of the pipeline. Consequently there may be a need for the operator to

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:modify the pipeline, or its operation, if the development proceeds.

R-2022-0050-FFM-HSL-220412113815-321-FinalOutcome.pdf:5:outcome of any consultation you may have with the pipeline operator.

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21: • Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:There is the potential for utilities to be crossing the site including gas pipes, water pipes and electrical

R-2021-0753-FFM-Decision Notice 0753.pdf:3:CATS Pipeline

R-2021-0753-FFM-Decision Notice 0753.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0753-FFM-Decision Notice 0753.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19: Roughness values assumed to be k = 0.6mm for pipes and n= 0.018 for ditches; and

R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:23: Position inlet pipe work vertically to dissipate energy;

R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Pipework, manholes and catch-pits; and,

R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:21: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:21: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:23: tank heating and pipeline tracing.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:37: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:38: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:53: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:53: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:54: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:54: towers, conveyors and pipelines in addition to production and storage facilites.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: distribution pipelines (North).

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55:  Teesside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:72: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:73: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:76: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:76: overhead pipes, cranes, chimneys, and subways (Central)

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:78: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:84: the pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:85: water subsequent to degradation of water supply pipe

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:85: and accumulation of gases. Degradation of water supply pipe

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:87: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:87: plastic pipes

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: plastic pipes

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:90: Services Direct contact with water pipes Tainting of water Unlikely

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:98: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:120: decontamination project with the aim of removing contaminated residues in pipes,

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:133:area. An overhead pipe bridge and a warehouse structure housing excavators are present on the south-

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:135:BOS oxide was transferred to the site in slurry form via a pipeline before being allowed to settle, and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: Slag dominant Made Ground to 3.0m Plain well pipe to 4.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: 0.3 Sand to 6.0m Slotted well pipe to 6.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: Plain well pipe to 1.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: Slotted well pipe to 7.5m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: Slag dominant Made Ground to 10.5m Plain well pipe to 1.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: BHF 15 8.2 Sand to 12m Slotted well pipe to 10.5m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: 10 Plain well pipe to ~3.0m Original well screened sand

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: 0.3 Slotted well pipe to 6.0m immediately below the slag

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: Plain well pipe to 1.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: Slotted well pipe to ~12m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: Slotted well pipe to ≈12m or resting

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: Plain well pipe to 1.0m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:281: Slotted well pipe to ~10.5m

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:291: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:292: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:293: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:294: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:295: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:296: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:297: (3) 50mm diameter slotted standpipe installed to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:325: 3.7.1 BOC Pipelines ………………………………………………………………………………………. 3‐13

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:326: 3.7.13 Gas Main and Pipe Bridge ……………………………………………………………………… 3‐17

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:326: 3.7.15 Miscellaneous Tanks and Pipelines…………………………………………………………. 3‐18

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:326: 3.7.16 Pumping Stations and Pipes ………………………………………………………………….. 3‐18

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:326: 4.1.14 Miscellaneous Tanks and Pipelines – not water related ……………………………… 4‐7

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:336: including pipelines and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:339: pipes running to and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: products Plant Pipe of service bunkers.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: Arrangement of Pipe including details of

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:343: Gas Main and Pipe Bridges

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:343: Cleveland – SBCO – A119194 Corus Teesside Works Jul 2002 Pipebridge locations

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:343: Layout – Pipebridge – and arrangement

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:345: Depot – Layout through September fuel oil pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:348: of which a series of tanks have been constructed. A number of pipelines extend

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:349: A number of tanks and pipes are denoted within the area of South Bank Iron

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:349: pipelines run parallel with the channel along its eastern bank, connecting to a new

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:349: of the Basic Slag Works. A second pipeline runs parallel to the west bank.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351:  BOC Oxygen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351:  BOC Nitrogen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351:  BOC Hydrogen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351:  Fuel Oil Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351: Although not included within the list above pipework transporting gas from the SBCO to the By‐

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:pipework was noted.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:3.7.1 BOC Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:An underground 250mm diameter oxygen pipeline (ref. 75NB 02) runs sub‐parallel with the eastern

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:edge of Smith Dock Road. The pipe runs from beneath the bridge in the far southwest corner of the site,

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:joining an east/west aligned underground pipe which runs parallel to the Tees Valley Railway Line and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:southern boundary. The pipe continues north until 290m south of the River Tees where it turns 90° to

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:west of the site boundary. An above ground 200mm diameter hydrogen pipe and two above ground

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:100mm diameter nitrogen pipelines run parallel with the north‐eastern boundary of the northeast

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:quadrant of TS4. The pipes enter the site via a tunnel which carries them beneath the river. The central

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:nitrogen pipeline terminates 110m southeast of the river bank. The remaining two continue a further

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:All four pipelines operate up to a pressure of 42 Bar (600 psi) and are operational; maintained by BOC.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:361:An Electrical Switch House is located north of the Pipe Bridge; 135m west of eastern boundary of main

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:via a series of pipes. Drawing OH10120, dated 1980 shows that the storage tanks are fed via a pipe

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:which runs parallel to the river, south of the access road. The pipe originates from Shell Oil (UK)

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:Drawing F/M‐63581 details a Fuel Oil Pipeline running along the length of the eastern boundary of the

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:3.7.13 Gas Main and Pipe Bridge

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:Many of the pipes located within the area of SBCO and the By‐products Plant are elevated, running

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:above ground level via pipe bridges. Details of the arrangement of the pipes running parallel to the

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:3.7.15 Miscellaneous Tanks and Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:3.7.16 Pumping Stations and Pipes

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:with water from the Tees. Drawing 7A‐10892 identifies two pipes which connect to a Valve Pit south of

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:discharged there is a 48” Supply water Main and an adjacent Fuel Oil Pipeline (see Section 3.7.9) These

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:Numerous overhead pipes connect the By‐Products Plant to the SBCO. Drawing A‐85879 details the

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:condensates, precipitating from the gas. This is periodically released from the pipeline at designated

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:details of the pipework arrangement are given in drawings CO4619 and CO4620. Drawing CO4747

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:details the Secondary Condenser Pumphouse, and shows 1m deep pipe trenches beneath the structure.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:Whilst many of the discharge consents relating to the site have been revoked, the associated pipes will

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:Consents located offsite to the south, west and north of the site (assumed that the pipes pass beneath

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:378:teesside.co.uk). Leaks from the brine wells and pipework and tanks used to transfer and store the brine

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:379:general maintenance; and lead within paint and water pipes.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:380:Given the operational periods of these works, asbestos may have been used as pipe insulation, cladding

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:380:wind blow dust (ref. DOE profile – Dockyards and dockland). Whilst the presence of pipes suggests slurry

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:381:leaks, particularly from underground storage tanks and pipelines. Numerous tanks have been identified

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:383:and insulation within the plants. Other uses may have included pipe lagging and building cladding.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:384:4.1.14 Miscellaneous Tanks and Pipelines – not water related

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:384:leaks, particularly from underground storage tanks and pipelines. Numerous tanks have been identified

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:385:material has historically been used for cladding, roofing and pipe lagging.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:386:used as pipe lagging or cladding etc.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:387:potential contaminative risk if asbestos was used as pipe lagging or cladding etc.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:387:internal corrosion of the pipework by corrosive elements within the gas. This forms iron sulphide which

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:387:will ignite spontaneously in air at or below 55°. Naphthalenene also build up within the pipe, and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:388:Given the operational periods of these works, asbestos may have been used as pipe insulation or

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:390: Miscellaneous Tanks & Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:406: ‐ asbestos for pipe lagging 

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:407: Miscellaneous Tanks and Pipes – Asbestos Asbestos 

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:412: Paint and water pipes Lead   Hi

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:415: pipelines – not water

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: 20mbgl. pipeline.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:429: Misc Tanks and Pipelines Future/End users of

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:433: Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:437: Pipelines

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:445: Pipelines – not water

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:448: Pipelines – not water

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:456: Pipelines – not water

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:460: Pipes – not water related the site

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:481: BOC Oxygen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:481: BOC Nitrogen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:481: BOC Hydrogen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:481: X Redundant BOC Oxygen Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:481: Fuel Oil Pipeline

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:monitoring standpipes, as detailed in the borehole logs given in Appendix B2.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:590:4. Is there any damage to the headworks, surface seal, pipework etc?

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:590:8. Is the pipework damaged or blocked?

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:597:loading of tankers, and two package boilers to provide steam for tank heating and pipeline tracing. For

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:610: released may lead to pollution of the land i.e. primary containment such as tanks, pipes,

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:611:Integrity testing is undertaken on tanks, bunds and pipelines as prescribed by TEMS – Total Engineering

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:619: Pipework routed within bunded areas

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:620: Pipework routed within bunded

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: pipe at 6m depth located in this area which enter the works at ground level at

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:15: 15m above the surrounding area. An overhead pipe bridge and a warehouse structure housing

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: industrial pipelines are present on and under the site:

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: the STDC area. The pipeline is an over ground feature on the development site and still

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: • The Heavy Fuel Oil (“HFO”) line. This pipeline is an over ground feature on the site and has

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: • The BOC Gas pipeline is an over ground feature on the site, and follows the route of the

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: • An Industrial Effluent Pipeline crosses the southern part of the South Bank (West) Area

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:17: number of tanks and pipes are denoted Cleveland Steel Works. Mud and sandbanks

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:18: edge with drains and a pipeline route

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:19: construction of industrial Infrastructure including conveyors, pipelines, travelling cranes,

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:24: belts and pipelines (features situated across the site, principally in centre of the area

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:24: 10 Fuel Oil Storage Area and associated Pipeline (North).

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32: could result in the corrosion and permeation of plastics used in pipework for water supplies.

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:14: apparatus, Pipe Bridge, Swale and the demolition of

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508(1).pdf:1:section “Your Responsibilities and Obligations”, including gas service pipes and related apparatus.

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508(1).pdf:2: Gas service pipes and related apparatus

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508(1).pdf:3: In line with the above guidance, verify and establish the actual position of mains, pipes, cables,

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508(1).pdf:4:Excavating Safely in the vicinity of gas pipes guidance (Credit card):

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:12: on piped water Infrastructure.

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:4: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:9: and a track running parallel to the railway line as well as the industrial pipelines.

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: shown on the above figure (in green) and at Appendix B2. The following industrial pipelines are

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: the STDC area. The pipeline is an over ground feature on the development site and still

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: • The Heavy Fuel Oil (“HFO”) line. This pipeline is an over ground feature on the site and has

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: • The BOC Gas pipeline is an over ground feature on the site, and follows the route of the

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: • An Industrial Effluent Pipeline crosses the southern part of the South Bank (West) Area

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:19: associated structures and pipework”

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:8: Additionally, the project includes extending carbon pipelines within and beyond

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:There are several industrial gases and natural gas pipelines across the wider STDC

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:There are several nationally significant gas pipelines (CATS pipeline and Breagh

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:pipeline) that enter the wider STDC site along the coast. They cross the river in

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:Within the proposed development there are several industrial pipelines that run

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:pipelines, including the fuel oil and the coke over gas main, are now redundant.

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:There are existing natural gas pipelines on the proposed development including a

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:Northern Gas Networks (NGN) medium pressure pipeline currently supplying

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:Hanson Cement and a NGN low pressure pipeline along the south west boundary.

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:There are several private natural gas pipelines across the wider STDC site, but

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:of the water and sewage pipes are shown in Appendix D, and are based on

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:14:STDC site. The industrial water pipes running across the proposed development

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:21: • Gas (if required) supplied via connection to NGN pipelines.

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:27:• The project also includes plans to extend pipelines across and beyond the site

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:34: ! CAT Pipeline Coke Oven Gas High Pressure Gas

R-2020-0357-OOM-Energy and Utilities Strategy.pdf:34: Boundary Underground Pipe Line

R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:7:includes all the equipment, structures, pipelines, pipework, machinery, tools, private

R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:8:extensions) and can gain access to service pipes and drains where it can accumulate or

R-2020-0357-OOM-Design and Access Statement.pdf:7: Tees Dock Road under the pipe gantry as image 15 illustrates.

R-2020-0357-OOM-Design and Access Statement.pdf:17: • On the eastern boundary a pipe gantry frames the access off

R-2020-0357-OOM-Design and Access Statement.pdf:17: Pipelines then continue to travel along the eastern boundary of

R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:7: elements such as an internal private road network, electricity, water, utilities and pipeline

R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:1:underground and overhead pipes and cables, surveys, ground investigation works and general

R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:5: Note that for 3rd party developments linked to smaller utilities Infrastructure (so pipework,

R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:9: elements such as an internal private road network, electricity, water, utilities and pipeline

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:12: sandpiper (Calidris maritima), common

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:13: of non-breeding purple sandpiper and turnstone

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:13: of non-breeding purple sandpiper and turnstone.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:42: efficiently. It also allows the user to combine natural solutions with piped (network)

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf:32: disturbed land and pipes running the length of the right bank of Lackenby Channel. No invasive

R-2020-0357-OOM-Planning Statement - July 2020.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2020-0357-OOM-Planning Statement - July 2020.pdf:9: the railway line as well as the industrial pipelines.

R-2020-0357-OOM-Planning Statement - July 2020.pdf:10: • An Industrial Effluent Pipeline crosses the southern part of the South Bank (West) Area

R-2020-0357-OOM-Planning Statement - July 2020.pdf:11: structures and pipework”

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15:3.27 There are several industrial gases and natural gas pipelines across the wider STDC site. There

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: are several nationally significant gas pipelines (CATS pipeline and Breagh pipeline) that enter

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: Industrial Zone. Within the application site there are several industrial pipelines that run along

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: the north east, south east and south west edge of the site. Several of these pipelines, including

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: pipelines within the site including a Northern Gas Networks (NGN) medium pressure pipeline

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: currently supplying Hanson Cement and a NGN low pressure pipeline along the south west

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: boundary. There are several private natural gas pipelines across the wider STDC site, but they

R-2020-0357-OOM-Planning Statement - July 2020.pdf:15: The industrial water pipes running across the application site run from the private estuary water

R-2020-0357-OOM-Planning Statement - July 2020.pdf:47: number of large-scale industrial plants and pipelines which are classified as hazardous

R-2020-0357-OOM-Planning Statement - July 2020.pdf:47:5.122 The following industrial pipelines are present on and under the site:

R-2020-0357-OOM-Planning Statement - July 2020.pdf:47: the STDC area. The pipeline is an over ground feature on the development site and still

R-2020-0357-OOM-Planning Statement - July 2020.pdf:47: • The Heavy Fuel Oil (“HFO”) line. This pipeline is an over ground feature on the site and has

R-2020-0357-OOM-Planning Statement - July 2020.pdf:47: • The BOC Gas pipeline is an over ground feature on the site, and follows the route of the

R-2020-0357-OOM-Planning Statement - July 2020.pdf:48: sites and major accident pipelines after assessing the risks and likely effects of major accidents

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf:3: containing a pipeline; and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf:4: Fuel Oil pipeline described in paragraph B2.20 below;

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf:4: industrial pipelines present on the site;

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf:11: PIPELINES

R-2020-0357-OOM-Decision Notice.pdf:12:CATS Pipeline

R-2020-0357-OOM-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0357-OOM-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0357-OOM-HSE Advice_P_2020_0357_OOM.pdf:1: distance of major hazard sites and major accident hazard pipelines. The proposed

R-2020-0357-OOM-HSE Advice_P_2020_0357_OOM.pdf:1: consultation distance of a major accident hazard pipeline which is currently operated

R-2020-0357-OOM-HSE Advice_P_2020_0357_OOM.pdf:1: by BOC Limited (Wilton & North Tees Sites – Linkline System 115 pipeline) and nine

R-2020-0357-OOM-HSE Advice_P_2020_0357_OOM.pdf:2:2. Major hazard sites/pipelines are subject to the requirements of the Health and

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:16: industrial apparatus, Pipe Bridge,

R-2020-0357-OOM-Officer report.pdf:13:handled or stored and includes all the equipment, structures, pipelines,

R-2020-0357-OOM-Officer report.pdf:13:pipework, machinery, tools, private railway sidings, docks, unloading quays

R-2020-0357-OOM-Officer report.pdf:14:extensions) and can gain access to service pipes and drains where it can

R-2020-0357-OOM-Officer report.pdf:15:pipelines. The proposed development site identified in planning application

R-2020-0357-OOM-Officer report.pdf:15:hazard pipeline which is currently operated by BOC Limited (Wilton & North

R-2020-0357-OOM-Officer report.pdf:15:Tees Sites – Linkline System 115 pipeline) and nine major hazard sites:

R-2020-0357-OOM-Officer report.pdf:16:2. Major hazard sites/pipelines are subject to the requirements of the Health

R-2020-0357-OOM-Officer report.pdf:40:East by the Lackenby Channel drainage cut and gas pipelines, forming part of

R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:31:4.31 Due to the consistency of the mud, INCA noted that using the piper corer was difficult, with the

R-2020-0357-OOM-Habitats Regulation Assessment.pdf:20: sandpiper (Calidris maritima) and

R-2020-0357-OOM-Habitats Regulation Assessment.pdf:20: sandpiper and turnstone.

R-2020-0357-OOM-Habitats Regulation Assessment.pdf:24:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0357-OOM-Habitats Regulation Assessment.pdf:25:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0357-OOM-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508.pdf:1:section “Your Responsibilities and Obligations”, including gas service pipes and related apparatus.

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508.pdf:2: Gas service pipes and related apparatus

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508.pdf:3: In line with the above guidance, verify and establish the actual position of mains, pipes, cables,

R-2020-0357-OOM-NATIONAL_GRID_XX_GS2C_3NWP_025590_1_6508.pdf:4:Excavating Safely in the vicinity of gas pipes guidance (Credit card):

R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 1).PDF:4: industrial apparatus, Pipe Bridge, Swale and the

R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf:29: will be served by a pipeline and conveyor to the storage building and jetty. The Potash facility

R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf:29: low-pressure CO2 pipeline connections to industrial users and a high-pressure CO2 pipeline

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:33: waste development. Pipe work around

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:36: • Mechanical installation including pipework and fixed plant;

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:40: Cleveland pipeline route between the path and the site boundary. There should be

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:40: Executive There is at least one unidentified pipeline in this Local Authority Area. You

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:40: (HSE) may wish to check with the pipeline operator where known or the Local

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:40: pipelines is as follows: 4440193_ Sabic UK Petrochemicals Ltd North Tees

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:41: • Wood Group (CATS Pipeline)

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:56: Sanderling Calidris alba, Purple Sandpiper Calidris maritima, Redshank and

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:98: and gas pipelines, energy from waste facilities, and electricity supply

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:157: Other aquatic Direct and Indirect A fish guard must be installed to prevent entrapment within the abstraction pipe(s).

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:163: Installation of a fish guard to prevent entrapment within the abstraction pipe(s)

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:188: site and has a pipeline route between the path and the site boundary. The Teesdale

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:246: electricity and cooling water connections and a CO2 pipeline

R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: • Installation of a fish guard to prevent entrapment within the abstraction pipe(s)

R-2019-0767-OOM-Chapter 6 HRA Screening Report.pdf:29: will be served by a pipeline and conveyor to the storage building and jetty. The Potash facility

R-2019-0767-OOM-Chapter 6 HRA Screening Report.pdf:29: low-pressure CO2 pipeline connections to industrial users and a high-pressure CO2 pipeline

R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:27: within the abstraction pipe(s).

R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:31: pipe(s)

R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:23: Billingham study area and allocated for west. Pipe work around the site and

R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:25: • Wood Group (CATS Pipeline)

R-2019-0767-OOM-Appendix B Scoping Response.pdf:4:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a

R-2019-0767-OOM-Appendix B Scoping Response.pdf:4:Unidentified Pipelines

R-2019-0767-OOM-Appendix B Scoping Response.pdf:4:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the

R-2019-0767-OOM-Appendix B Scoping Response.pdf:4:pipeline operator where known or the Local Authority before proceeding. The details HSE have on

R-2019-0767-OOM-Appendix B Scoping Response.pdf:4:record for these pipelines is as follows:

R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf:30: which will be served by a pipeline and conveyor to the storage building and jetty. The

R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf:30: low-pressure CO2 pipeline connections to industrial users and a high-pressure CO2 pipeline

R-2019-0767-OOM-HSL-200103094918-321-HazardPdf.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2019-0767-OOM-HSL-200103094918-321-HazardPdf.pdf:3:Unidentified Pipelines

R-2019-0767-OOM-HSL-200103094918-321-HazardPdf.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2019-0767-OOM-HSL-200103094918-321-HazardPdf.pdf:3:pipelines is as follows:

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:47:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:47:Unidentified Pipelines

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:47:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:47:pipeline operator where known or the Local Authority before proceeding. The details HSE have on

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:47:record for these pipelines is as follows:

R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:59:The Teesdale Way public footpath lies to the north of the site but has a pipeline route between the

R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:12:Viewpoint location plan The view is dominated by linear Infrastructure throughout. The railway tracks, network of pipes and During construction, the anticipated presence of sky cranes will be clearly visible within the view.

R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:12: the line of grey pallisade fencing which dog legs between the fence and pipelines, before re-aligning with

R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:14:Viewpoint location plan The view is dominated by steel Infrastructure throughout. The railway tracks, network of pipes and

R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:14: The Teesdale Way Long Distance Footpath is in the centre of the view between the pipework and grey

R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:16: The route of the footpath is at a lower height than the embankment upon which the adjacent pipelines

R-2021-0831-CD-DECISION NOTICE 0357.pdf:12:CATS Pipeline

R-2021-0831-CD-DECISION NOTICE 0357.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0831-CD-DECISION NOTICE 0357.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14: • All tank discharge pipes, valves and trigger guns will be contained securely within the bund when not

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14: • All tank discharge pipes, valves and trigger guns will be contained securely within the bund when not

R-2021-0057-VC-Decision Notice_R20210057VC.pdf:6:CATS Pipeline

R-2021-0057-VC-Decision Notice_R20210057VC.pdf:6:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0057-VC-Decision Notice_R20210057VC.pdf:6:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0057-VC-email.pdf:1:From: CATS Pipeline CATSpipeline@woodplc.com

R-2021-0057-VC-email.pdf:1:Cc: CATS Pipeline

R-2021-0057-VC-email.pdf:1:Conduct of operations proximate to the Central Area Transmission System (“CATS”) terminal and CATS pipelines

R-2021-0057-VC-email.pdf:1:CATS pipelines, that you have planned works within our area of interest. Any works or activity that have the potential

R-2021-0057-VC-email.pdf:1:to change the characteristics of the CATS pipeline corridor or present an immediate or latent threat to the CATS

R-2021-0057-VC-email.pdf:1:pipelines structural integrity within 50m of the CATS pipelines must be reviewed and assessed for safe working

R-2021-0057-VC-email.pdf:1:pipelines wayleaves or require to more generally assess the potential risk of such works to our operation. In the event

R-2021-0057-VC-email.pdf:1:that your works are within our area of interest but we consider that such works will not affect the CATS pipelines, we

R-2021-0057-VC-email.pdf:1:The CATS pipelines have been built according to, and are managed subject to, the Health and Safety at Work Act

R-2021-0057-VC-email.pdf:1:(1974) and the associated Regulations including The Pipelines Safety Regulations 1996 (PSR) and The Pressure

R-2021-0057-VC-email.pdf:1:Systems Safety Regulations 2000 (PSSR). The operator of the CATS terminal and the CATS pipelines is a member of

R-2021-0057-VC-email.pdf:1:UKOPA, LSBUD and Linesearch. For more information on the associated businesses and pipelines please the links

R-2021-0057-VC-email.pdf:1:To: CATS Pipeline CATSpipeline@woodplc.com

R-2021-0057-VC-email.pdf:6:The CATS Pipelines referred to below were constructed and are operated under the terms of the

R-2021-0057-VC-email.pdf:6:Pipelines Act 1962 and Pipeline Safety Regulations 1996. They are owned by CATS Parties and

R-2021-0057-VC-email.pdf:6:operated by Wood UK Ltd. The Pipelines are essential links in the transportation of Natural Gas,

R-2021-0057-VC-email.pdf:6:customers. This booklet provides general guidance on working close to these pipelines and answers

R-2021-0057-VC-email.pdf:6:The pipelines in this booklet are:

R-2021-0057-VC-email.pdf:6: • PL-774 36” High pressure gas pipeline transporting offshore natural gas from

R-2021-0057-VC-email.pdf:6: • PL-937 6” Condensate export pipeline transporting condensate 2.87km from

R-2021-0057-VC-email.pdf:6: • PL-938 6” Condensate export pipeline transporting condensate 2.45km from

R-2021-0057-VC-email.pdf:6: • CAT-Pipeline-04 6” Propane pipeline transporting propane 1.09km from the CATS

R-2021-0057-VC-email.pdf:6: • CAT-Pipeline-05 6” Butane pipeline transporting butane 1.09km from the CATS

R-2021-0057-VC-email.pdf:6: Construction Images of the 36” pipeline routing through South Tees industrial sites

R-2021-0057-VC-email.pdf:7:The day to day management of activities within the pipeline wayleave is implemented at the CATS

R-2021-0057-VC-email.pdf:7:Terminal. The pipeline wayleave being defined as the 3.5m to 7.5m wide strip of land either side of

R-2021-0057-VC-email.pdf:7:the CATS pipeline. The width varies depending on the landowner and location of the pipeline, for

R-2021-0057-VC-email.pdf:7:requirement by the pipeline operator that if you plan any works within 50m of the pipeline you must

R-2021-0057-VC-email.pdf:7:contact us to receive confirmation the pipeline will be unaffected by your work.

R-2021-0057-VC-email.pdf:7:is within 50m of CATS pipelines. It’s also important to note that this free service also notifies you of

R-2021-0057-VC-email.pdf:7:It is important that any notifiable activities are brought to the CATS pipelines team attention to start

R-2021-0057-VC-email.pdf:7:Email address: CATSpipeline@woodplc.com

R-2021-0057-VC-email.pdf:8:pipeline routes to ensure the continued safe operation of CATS underground pipelines.

R-2021-0057-VC-email.pdf:8:The greatest threat to CATS pipelines is accidental damage resulting from 3rd party works and in this respect

R-2021-0057-VC-email.pdf:8:CATS Terminal also approves and directly supervises all works that may impact upon pipelines and request

R-2021-0057-VC-email.pdf:8:notification of any proposed works within 50m of a pipeline that could move within the pipeline wayleave.

R-2021-0057-VC-email.pdf:8:result in potential damage to the CATS pipelines.

R-2021-0057-VC-email.pdf:8:keep people and underground pipelines safe. If you are not sure if the minimum searches or notifications have

R-2021-0057-VC-email.pdf:8:It is always good practice to keep a pack of responses from those pipeline operators you have contacted at your

R-2021-0057-VC-email.pdf:8:consultation process and can proceed with your works. Pipeline operators often challenge works in close

R-2021-0057-VC-email.pdf:8:proximity to pipelines and this information will be helpful to confirm you have received the required approvals.

R-2021-0057-VC-email.pdf:9:close to the pipeline that could affect pipeline integrity including ditching or fencing should be notified

R-2021-0057-VC-email.pdf:9:conditions or restrictions needed to protect the pipeline will be advised.

R-2021-0057-VC-email.pdf:9:No work should start near a CATS pipeline until a short consultation has taken place. CATS

R-2021-0057-VC-email.pdf:9:representative may request a site meeting to locate and peg out the route of the pipeline for your

R-2021-0057-VC-email.pdf:9:Pipelines document number: CAT-PPI-PRC-020 for more information.

R-2021-0057-VC-email.pdf:9:Q. What do CATS pipelines carry?

R-2021-0057-VC-email.pdf:9: • The 36” CATS pipeline (PL-774) transports high pressure natural gas 411.84km (404km

R-2021-0057-VC-email.pdf:9: • Onshore 6” Condensate export pipeline (PL-937) transporting natural gas condensate 2.87km

R-2021-0057-VC-email.pdf:9: • Onshore 6” Condensate export pipeline (PL-938) transporting natural gas condensate 2.45km

R-2021-0057-VC-email.pdf:9: • Onshore 6” Propane pipeline (CAT-Pipeline-04) transporting Propane 1.09km from the CATS

R-2021-0057-VC-email.pdf:10: • Onshore 6” Butane pipeline (CAT-Pipeline-05) transporting Butane 1.09km from the CATS

R-2021-0057-VC-email.pdf:10:the CATS pipeline engineers have the design information to advise you of what is acceptable before

R-2021-0057-VC-email.pdf:10:environment from any potential pipeline incident. Operators can’t monitor the entire pipeline route 24

R-2021-0057-VC-email.pdf:10:hours per day, so they mark the pipeline route and provide the public with free services to ensure they

R-2021-0057-VC-email.pdf:10:A. CATS pipeline operators follow UKOPA guidance for a 50m notification distance between your

R-2021-0057-VC-email.pdf:10:proposed works to the Pipeline. Marker Posts are not always directly above the pipeline and we’ll

R-2021-0057-VC-email.pdf:10:people and the safe operation of our pipeline. The operators initially respond within 24 hours and aim

R-2021-0057-VC-email.pdf:11:A. Depending on the nature of your works the CATS Pipeline owner may want to enter into a

R-2021-0057-VC-email.pdf:11:Q. Can’t you just have one set of rules for the entire pipeline length?

R-2021-0057-VC-email.pdf:11:of land where the pipeline is more protected. Therefore, we commit more review time at no cost to

R-2021-0057-VC-email.pdf:11:Q. How long have the pipelines been operational?

R-2021-0057-VC-email.pdf:11:A. The 36” CATS pipeline operating safely and continuously since its installation in 1993. The export

R-2021-0057-VC-email.pdf:11:Q. How do I know where a pipeline is located across my land?

R-2021-0057-VC-email.pdf:11:A. All pipelines are clearly identified at crossings (road, rail and river) by markers and with aerial

R-2021-0057-VC-email.pdf:11:markers. However, do not assume that the pipeline is routed in a direct line between the markers. If

R-2021-0057-VC-email.pdf:11:pipeline is.

R-2021-0057-VC-email.pdf:11:Q. How deep are the pipelines?

R-2021-0057-VC-email.pdf:11:depths, the CATS pipelines may be below this point and without confirming with CATS terminal you

R-2021-0057-VC-email.pdf:11:could strike a pipeline.

R-2021-0057-VC-email.pdf:11:conditions that might be needed to protect the pipeline. Then when you are about to start a job, we

R-2021-0057-VC-email.pdf:12:can accurately mark the position of the pipeline and supervise any operations close to it to ensure

R-2021-0057-VC-email.pdf:12:A. Any physical damage to the pipeline may result in a major incident. It must be inspected to check

R-2021-0057-VC-email.pdf:12:Q. Are maps and pipeline route details available?

R-2021-0057-VC-email.pdf:12:A. Yes, the route of CATS pipelines can be provided on various scale Ordnance Survey maps in

R-2021-0057-VC-email.pdf:12:and Northern number set, and we can make a bespoke map for your work that includes our pipelines

R-2021-0057-VC-email.pdf:12:A. The Pipelines Safety Regulations 1996 place a duty on pipeline operators to supply information on

R-2021-0057-VC-email.pdf:12:the existence and whereabouts of their pipelines. We are always looking for new ways to raise

R-2021-0057-VC-email.pdf:12:awareness of the pipelines.

R-2021-0057-VC-email.pdf:13:Please note: Shut down all working plant and machinery in the vicinity of a pipeline strike (within 350

R-2021-0057-VC-email.pdf:13:N.B. IN THE EVENT OF A CATS PIPELINE LEAK OCCURRING OBSERVE THE ABOVE

R-2021-0057-VC-email.pdf:13: 36” Gas Pipeline Explosion, North Texas June 7, 2010

R-2021-0057-VC-email.pdf:14: Provide a list of all reference material provided to support this application, pass them to the pipelines team if

R-2021-0057-VC-email.pdf:15: Excavations within 50m of pipeline, without any physical barrier such as fence lines or YES NO

R-2021-0057-VC-email.pdf:15: Excavations within pipeline wayleave YES NO

R-2021-0057-VC-email.pdf:15: Lifting operations above wayleave (either above or below ground CATS pipeline) YES NO

R-2021-0057-VC-email.pdf:15: Hot work within wayleave (either above or below ground CATS pipeline) YES NO

R-2021-0057-VC-email.pdf:15: Pressure Test and / or Exclusion zone in close proximity to CATS pipelines YES NO

R-2021-0057-VC-email.pdf:15: Increase/decrease in land drainage within 50m of CATS pipeline YES NO

R-2021-0057-VC-email.pdf:15: Changes in the level of cover over a buried pipeline YES NO

R-2021-0057-VC-email.pdf:15: Interference with Pipeline equipment such as MP, CP posts, BVS YES NO

R-2021-0057-VC-email.pdf:15: New buildings or storage within 50m of CATS pipeline YES NO

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:CATS Pipeline

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:as operator of the CATS terminal and the CATS pipelines, that you have

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:potential to change the characteristics of the CATS pipeline corridor or

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:present an immediate or latent threat to the CATS pipelines structural integrity

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:within 50m of the CATS pipelines must be reviewed and assessed for safe

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:pipelines wayleaves or require to more generally assess the potential risk of

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:of interest but we consider that such works will not affect the CATS pipelines,

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:The CATS pipelines have been built according to, and are managed subject

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:including The Pipelines Safety Regulations 1996 (PSR) and The Pressure

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:and the CATS pipelines is a member of UKOPA, LSBUD and Linesearch. For

R-2021-0057-VC-Officer report _R20210057VC.pdf:3:more information on the associated businesses and pipelines please the links

R-2021-0057-VC-NGN.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2021-0057-VC-NGN.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2021-0057-VC-NGN.pdf:2: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Date 29/01/2021

R-2021-0057-VC-NGN.pdf:2: Gas pipes owned by other GTs, or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the

R-2021-0057-VC-NGN.pdf:2: relevant owners. The information shown on this plan is given without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, Grid Ref 456216 / 522504

R-2021-0057-VC-NGN.pdf:2: 0 750 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used. It is your

R-2021-0057-VC-NGN.pdf:3: Stay safe near our pipes

R-2021-0057-VC-NGN.pdf:3: North East and Northern Cumbria with our pipes running the

R-2021-0057-VC-NGN.pdf:4:gas Infrastructure (pipes etc) by of our pipes on site. has a copy of our site plan Tree planting

R-2021-0057-VC-NGN.pdf:4:electronic tracers. HSG47 Avoiding Danger from roots can cause damage to gas pipes

R-2021-0057-VC-NGN.pdf:4: or other structures over, around or under a gas pipe.

R-2021-0057-VC-NGN.pdf:4: Never lay equipment along or above a gas pipe.

R-2021-0057-VC-NGN.pdf:4: diameter of the gas pipe (whichever is the greater) between - sand must be well-graded in accordance with BS EN 1260:2002

R-2021-0057-VC-NGN.pdf:4: drawings showing the line and width of the proposed works 0.5 metres of a low or medium pressure pipe and

R-2021-0057-VC-NGN.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.

R-2021-0057-VC-NGN.pdf:5: or protective pipe coatings.

R-2021-0057-VC-NGN.pdf:5: gas pipe.

R-2021-0057-VC-NGN.pdf:6:If you or one of your contractors plan to work near gas pipes or other Northern Gas Networks’s

R-2021-0057-VC-NGN.pdf:6:Damaging gas pipes is danagerous and potentially expensive. Not only could it lead to a fire or

R-2021-0057-VC-NGN.pdf:6:encapsulated in the Pipeline Safety Regulations, and by the Northern Gas Networks’s safety case,

R-2021-0057-VC-NGN.pdf:6: 1. Safe working in the vicinity of high pressure gas pipelines and associated installations

R-2021-0057-VC-NGN.pdf:6: 2. Avoiding injury when working near gas pipes up to 7 bar

R-2021-0057-VC-NGN.pdf:6: 3. Avoiding injury when working near gas pipes

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: EXISTING HOLME BECK PIPED CULVERT PIPED CONCRETE CULVERT

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: PROPOSED HIGHWAY CARRIER PIPE

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: PROPOSED HOLME BECK FILTER PIPE

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: INVERT LEVEL = 5.175m AOD 300Ø PIPE SIZE AND FLOW DIRECTION

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: ARROW FOR PIPED SYSTEMS

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: PROPOSED 1200mmØ NEW HOLME BECK PIPED CULVERT

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: EXISTING HOLME BECK PIPED CULVERT

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: INTO 1200mmØ PIPED CULVERT VIA ALTHON N

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: ISSUED FOR PIPED CULVERT APPROVAL TO RCBC / STDC

R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: HOLME BECK PIPED CULVERT

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: CH 0 MANHOLE: HB-MH1 CH 20 MANHOLE: HB-MH2 TYPICAL Ø1200 PIPED CULVERT 1. FOR HIGHWAY DRAINAGE DETAILED KEY & NOTES REFER TO

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: MH LEVELS: 30° FOR DIVERTED LOCAL PIPE COVER 0.6m ≤ H ≤ 4.5m. IF H < 0.6m, THE

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: SL = 11.800 0.165 DETAIL REFER TO LOCATIONS WHERE PIPE COVER 4.5m < H ≤ 6.0m

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: Ex. A66 PC 1.050 C01 Ø225mm PIPE

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: TYPE 'Z' CONCRETE Ø225mm CARRIER PIPE NOTES:

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: ADDITIONAL SUB-TYPE '2c' AS NOTED IN TABLE BELOW: DMRB DOCUMENT: CD 533 - DETERMINATION OF PIPE AND

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: Max Pipe Max. No. of W 2. PIPE BEDDING: CONCRETE BED AND SURROUND WITH

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: DN Branches (MIN.) W MINIMUM 300mm COVER TO TOP OF PIPE, FLEXIBLE BOARD

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: Ring dia. Sub-Type Chamber Max Pipe Max. No. of

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: CLASS Z BEDDING. TO BE USED AS AN EACH PIPE JOINT.

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: OF 300mm OVER TOP OF PIPE (FOR DEEP PIPES) UNLESS

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: ISSUED FOR PIPED CULVERT APPROVAL TO RCBC / STDC

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: 3. EXISTING OUTLET PIPE ASSUMED AS STANDARD A3 C02 MT DS DMA DS 21/05/21

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: EXISTING HB CULVERT 1200mm DIA. CONCRETE PIPES. Drawing Suitability Status

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: SL = 6.375 PLOT INLET PIPE (Ø450mm)

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: ADDITIONAL SUB-TYPE '3e' AS NOTED IN TABLE BELOW: ADDITIONAL SUB-TYPE '3e' AS NOTED IN TABLE BELOW: 1.440 ADDITIONAL SUB-TYPE '4d' AS NOTED IN TABLE BELOW: TYPICAL PIPE SECTION

R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: Max Pipe Max. No. of W Max Pipe Max. No. of W Max Pipe Max. No. of W Drawing Number

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: FOR HOLME BECK PROPOSED 1200mmØ GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: PIPED CULVERT DIVERSION STANDARD STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001 TO 000003.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: STDC_HWY-ATK-HDG-PR-DE-CD-000001. REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: BECK PIPED / BRICK CULVERT (TO BE ABANDONED C01 ! HS/HDG/004

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: APPROXIMATE ALIGNMENT OF EXISTING HOLME BECK PIPED

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: INFORMATION NEW CCTV) TO BE UNDERTAKEN TO ESTABLISH IF ANY INLET PIPES

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: INLET & HEADWALL INTO WATERCOURSE FILLED IN. CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: DIVERSION CULVERT - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: EXISTING 225Ømm PIPE TO BE DIVERTED AT LENGTH OF STONE SCOUR PROTECTION TO 150Ømm GROUNDWATER - PROPOSED BOUNDARY FENCE & MAINTENANCE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: LEVEL OF EXISTING PIPE AND DEPTH OF DETAILS DRAWING AND SPECIFICATION. WATERCOURSE CATCHPITS & RODDING POINTS

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: 3 1.00 FILTER PIPE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: PIPE, SEE NOTE 7. PROPOSED LINER SHALL BE IN ACCORDANCE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: HEALTH & SAFETY RISKS: CHAINAGE MARKER AND DISTANCE. 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: 2. THE PRINCIPAL CONTRACTOR AND OTHER CONTRACTORS AREAS AND TACTILE CROSSING POINT. HIGHWAYS SYSTEM - PROPOSED FILTER PIPE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: 1 in 3 Emb. PROPOSED BACK OF VERGE WITH STANDARD 1 in 3 HIGHWAYS SYSTEM - PROPOSED CARRIER PIPE IDENTIFY ANY APPARATUS SHOWN ON THIS DRAWING.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: ONLY. PLEASE REFER TO UTILITIES PLANS FOR CURRENT PROPOSED HOLME BECK CULVERT (PIPED SECTIONS AT

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: HB-MHx HOLME BECK SYSTEM - PROPOSED 1200mmØ PIPED CONCRETE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: DRAWINGS: STDC_HWY-ATK-VUT-PR-DR-CH-000002 to 000010 RE-ALIGNED HOLME BECK WATERCOURSE CHANNEL HOLME BECK SYSTEM - PROPOSED FILTER PIPE 11. BOX CULVERT SECTION IS BASED UPON AGREED LEAD

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: 9. FOR EXISTING TOPOGRAPHIC SURVEY (JUNE 2020) REFER TO PIPE SIZE AND FLOW DIRECTION ARROW FOR PIPED SYSTEMS

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: EB WB 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: RE-ALIGNED REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: PIPE. PIPE TO BE INTERCEPTED AND DIVERTED AT NEW 3

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: FOR HOLME BECK PROPOSED 1200mmØ PIPED

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED LEVELS - SHEET 9 OF 9 - STDC_HWY-ATK-HML-PR-DR-CH-000029_C01.pdf:1: BECK PIPED CULVERT EL EAST LINK NA NORTH LINK ACC.

R-2021-0725-CD-PROPOSED LEVELS - SHEET 9 OF 9 - STDC_HWY-ATK-HML-PR-DR-CH-000029_C01.pdf:1: RE-ALIGNED HOLME BECK PIPED

R-2021-0725-CD-LONG SECTIONS ESTON ROAD (A66 TO ROUNDABOUT) - STDC_HWY-ATK-HML-PR_LS-DR-CH-000001_C02.pdf:1: Existing Ground PROPOSED HOLME BECK BOX OR PIPED CULVERTS

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: LINK CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: PIPED CULVERT WITHIN STDC LAND - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: ACCESS No.1 I MANHOLE CONSTRUCTED TO RE-ALIGNED HOLME BECK PIPED

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: MAINTENANCE CATCHPIT CONSTRUCTED TO ALLOW RE-ALIGNED PLOT OUTFALL PIPE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: FUTURE GATEHOUSE OUTFALL PIPE Maintenance / Cleaning

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: LENGTH OF STONE SCOUR BECK PIPED CULVERT

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: FILTER PIPE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: PIPE, SEE NOTE 7. AND FIXED IN ACCORDANCE WITH THE FOR SPECIFIC OVERDIG &

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PIPED CONCRETE CULVERT

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED HIGHWAY FILTER PIPE

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED HIGHWAY CARRIER PIPE

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED HOLME BECK FILTER PIPE

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED PIPED CULVERT DISCHARGES INTO PROPOSED RE-ALIGNED HOLME BECK

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED MANHOLE (3000mmØ). 300Ø PIPE SIZE AND FLOW DIRECTION

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: REFER TO DWG: STDC_HWY-ATK-HDG-PR-DE-CD-000001. ARROW FOR PIPED SYSTEMS

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PIPE DIVERTED INTO PROPOSED SYSTEM KEY PLAN

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: PROPOSED 1200mmØ EXTENSION TO HOLME BECK PIPED

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: ISSUED FOR PIPED CULVERT APPROVAL TO RCBC / STDC

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: EXISTING HOLME BECK PIPED CULVERT Status

R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: HOLME BECK PIPED CULVERT

R-2021-0725-CD-STDC_HWY-ATK-HGN-PR-TQ-CH-000024.pdf:1:THE OUTSIDE DIAMETER OF THE PIPE ONLY, DETAILS MAY NOT REPRESENT ° All measurements ± 1mm

R-2021-0725-CD-STDC_HWY-ATK-HGN-PR-TQ-CH-000024.pdf:1: ° Invert level of pipe can be set to your specification.

R-2021-0725-CD-STDC_HWY-ATK-HGN-PR-TQ-CH-000024.pdf:1: Sit the headwall level or with slight fall 1:50 from pipe to outlet.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: CONTINUED ON SHEET 5 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: PIPED CULVERT. TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: FUTURE GATEHOUSE FLOW. GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: 01 REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: PIPED CULVERT (TO BE 225Ø EL-05A Description

R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PIPE SECTION

R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02

R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: BECK PIPED CULVERT EARTHWORKS TIE-INS AS SHOWN.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: RE-ALIGNED HOLME BECK PIPED COMPLETION OF EXISTING DRAINAGE SURVEYS AND

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: U C01 REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: N C01 FOR HOLME BECK PROPOSED 1200mmØ PIPED

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: BECK PIPED 1200mmØ CULVERT (TO REMAIN)

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: BECK PIPED / BRICK CULVERT (TO BE ABANDONED

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: BECK PIPED CULVERT (TO BE REMOVED &

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: PIPE TO PROJECT

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: ISSUED FOR PIPED CULVERT APPROVAL TO RCBC / STDC

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: ADDITIONAL ROCKER PIPES MAY BE Columbia Drive

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: OF PIPE GRADIENT TO VERTICAL DOWNPIPE Cleveland

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: BAY JUNCTION 1. PIPE OUTFALL EXIT VELOCITY SHOULD NOT EXCEED 1.2m/s

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: PIPE SET VERTICALLY TO BE NOT GREATER

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: SHORT RADIUS 90 DEGREE BEND LENGTH OF PIPE

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: NOTE: WHERE THE BACKDROP IS NOT EXCESSIVE EXTEND FILTER PIPE BACK TO SUITABLE

R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: A 45 DEGREE DROP PIPE MAY BE USED RODDING / JETTING LOCATION

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: CATCHPIT & FILTER PIPE STANDARD DETAILS.

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: 6. EXISTING HOLME BECK PIPED ROUTE INDICATIVE, TO BE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: INVERT LEVEL x 4.0m WIDE), SEE NOTE 3. - PROPOSED HOLME BECK PIPED CULVERT

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: FUTURE DEVELOPMENT PLOT OUTFALL PIPE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: 7 FILTER PIPE

R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: PIPE, SEE NOTE 7. MANUFACTURER'S REQUIREMENTS FOR SPECIFIC OVERDIG & Cleveland

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: 2. ALL PIPE DIAMETERS ARE IN MM.

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES;

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: REQUIRE EXISTING GULLY CONNECTION PIPES TO BE

R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: BECK PIPED CULVERT (TO BE REMOVED &

R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: ISSUED FOR PIPED CULVERT APPROVAL TO RCBC / STDC

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:14:A potential ACM (cement pipe) was noted in situ in MPA_AUK_TP117.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:proposed route of water supply pipes is likely to be required to validate the acceptability of PE water supply

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:pipes, alternatively barrier pipe or similar could be used.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44:comprising above ground pipework and Tees Dock Road, beyond which lies a Teesport Container Terminal.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:45: 2 No. pipe 270° at 1.00m BGL Pipes have been previously

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:56: Slotted Standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:56: Standpipe Piezometer

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:112:1.30 J4 redundant pipe sections running 270 degrees (in middle of pit) with

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:14:A potential ACM (cement pipe) was noted in situ in MPA_AUK_TP117.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:proposed route of water supply pipes is likely to be required to validate the acceptability of PE water supply

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:pipes, alternatively barrier pipe or similar could be used.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44:comprising above ground pipework and Tees Dock Road, beyond which lies a Teesport Container Terminal.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:45: 2 No. pipe 270° at 1.00m BGL Pipes have been previously

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:56: Slotted Standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:56: Standpipe Piezometer

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:112:1.30 J4 redundant pipe sections running 270 degrees (in middle of pit) with

R-2020-0743-CD-COMPLIANCE DECISION NOTICE.pdf:1: NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK

R-2020-0743-CD-COMPLIANCE DECISION NOTICE.pdf:2: NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES

R-2020-0743-CD-ApplicationFormRedacted.pdf:1:Land at Metals Recovery Area north west of PD Ports; north east of Sembcorp pipeline corridor and Tees Dock road south east of former Slem waste

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26: • Redundant pipework may potentially be encountered within the excavations which may present

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:1: SEMBCORP PIPELINE CORRIDOR AND TEES

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:the Mercia Mudstone are noted to be above the slotted section of the well pipe indicating the phreatic surface

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:One potential built receptor is plastic water supply pipes, which can be affected by permeation of hydrocarbons

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:and organic solvents into the pipe. The available chemical data for soil samples has been reviewed against

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is not possible

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:for unprotected PE water pipes with between 8% (SVOC) and 5% (petroleum hydrocarbons) of soil samples

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:Therefore, additional testing should be carried along the route of any proposed new water supply pipe, or

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:barrier pipe or similar could be used.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:51: 2.70 - 4.20 150 100 Yes standpipe installed between 1.00-9.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:51: 4.20 - 5.70 150 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:52: 11.70 - 13.20 150 100 Yes standpipe installed between 1.00-9.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:52: 13.20 - 14.70 150 100 No 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:53: standpipe installed between 1.00-9.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:53: 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:61: 2.70 - 4.20 116 100 Yes standpipe installed between 1.00-7.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:61: 4.20 - 5.70 116 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:62: 11.70 - 13.20 116 100 No standpipe installed between 1.00-7.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:62: 13.20 - 14.70 116 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:68: 2.70 - 4.20 116 100 Yes standpipe installed between 1.00-6.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:68: 4.20 - 5.70 116 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:69: standpipe installed between 1.00-6.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:69: 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:70: slotted standpipe installed between 1.00-6.00m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:70: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:71: slotted standpipe installed between 1.00-6.00m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:71: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:77: 2.70 - 4.20 116 100 Yes standpipe installed between 1.00-6.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:77: 4.20 - 5.70 116 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:78: 11.70 - 13.20 116 100 Yes standpipe installed between 1.00-6.00m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:78: 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:84:09/10/2020 1.20 0.00 178 Dry 2.70 - 4.20 116 100 Yes standpipe installed between 1.00-6.50m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:84: 4.20 - 5.70 116 100 Yes 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:85:12/10/2020 14.70 14.70 178 3.05 11.70 - 13.20 116 100 Yes standpipe installed between 1.00-6.50m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:85: 13.20 - 14.70 116 100 No 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:86: slotted standpipe installed between 1.00-6.50m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:86: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:87: slotted standpipe installed between 1.00-6.50m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:87: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:94: 2.70 - 4.20 116 100 Yes standpipes installed between 1.00-6.00and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:94: 5.70 - 7.20 116 100 Yes standpipe installed between 16.40-20.40m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:95: 11.70 - 13.20 116 100 Yes standpipes installed between 1.00-6.00and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:95: standpipe installed between 16.40-20.40m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:96: standpipes installed between 1.00-6.00and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:96: standpipe installed between 16.40-20.40m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:97: standpipes installed between 1.00-6.00and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:97: standpipe installed between 16.40-20.40m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:104: 2.70 - 4.20 116 100 Yes standpipe installed between 1.00-6.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:104: 5.70 - 7.20 116 100 Yes standpipe installed between 15.20-19.20m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:105:23/10/2020 13.20 13.20 178 5.60 11.70 - 13.20 116 100 Yes standpipe installed between 1.00-6.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:105: standpipe installed between 15.20-19.20m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:106: standpipe installed between 1.00-6.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:106: standpipe installed between 15.20-19.20m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:107: standpipe installed between 1.00-6.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:107: standpipe installed between 15.20-19.20m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:114: 2.70 - 4.20 116 100 Yes standpipes installed between 1.00-5.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:114: 5.70 - 7.20 116 100 Yes standpipe installed between 13.70-17.70m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:115: standpipes installed between 1.00-5.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:115: standpipe installed between 13.70-17.70m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:116:22/10/2020 13.20 11.70 5.00 standpipes installed between 1.00-5.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:116: standpipe installed between 13.70-17.70m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:117: standpipes installed between 1.00-5.00 and

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:117: standpipe installed between 13.70-17.70m BGL

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:123: 2.70 - 4.20 116 100 Yes standpipe installed between 1.50-6.50m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:123: 4.20 - 5.70 116 100 No 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:124: 11.70 - 13.20 116 100 Yes standpipe installed between 1.50-6.50m and 1 No.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:124: 50mm diameter slotted standpipe installed between

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:125: slotted standpipe installed between 1.50-6.50m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:125: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:126: slotted standpipe installed between 1.50-6.50m

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:126: and 1 No. 50mm diameter slotted standpipe

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:174: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:175: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2023-0224-CD-50134216_1_CEMP.pdf:15: course, land or underground strata. Associated pipework shall be

R-2023-0224-CD-50134216_1_CEMP.pdf:15: points and tank overflow pipe outlets discharge downwards into the bund

R-2023-0224-CD-50134216_1_CEMP.pdf:33:BTC/SCP Pipeline and Associated Facilities (8 permanently manned Pumping Stations, Sangachal

R-2023-0224-CD-50134216_1_CEMP.pdf:33:Expansion (FEED & Detailed Design) and NRGP Pipeline (concept).

R-2023-0224-CD-50134216_1_CEMP.pdf:33:BTC/SCP Pipelines and Associated Facilities (8 permanently manned Pumping Stations including

R-2023-0224-CD-50134216_1_CEMP.pdf:33: gas pipeline; and a Community Leaflet for Pipeline Right of Way Access Strategy (Azerbaijan).

R-2023-0224-CD-50134216_1_CEMP.pdf:34:BTC/SCP Pipelines Project and Associated Facilities (Detailed Design and Construction)

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:• In a 1 in 5 year storm event, surface water pipes can run at full capacity with no

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:across the site via a range of rainwater pipes (both gravity and siphonic), gullies, drainage

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:attenuation required). Where possible, separate pipework systems shall be provided for roof

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:Process drainage pipework shall be designed to cater for high temperatures and chemical

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:within the pipes during times of peal flows. This will help reduce maintenance and prevent

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:chambers may be required in areas where space is limited. External pipework shall be of

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:Vitrified Clay. All pipework, located within the building footprint (both main sewers and

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:26: Store Area Pipe Bridge

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: « - Indicates pipe capacity < flow

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.000 40.365 0.269 150.0 0.056 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.001 51.101 0.232 220.0 0.083 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.002 46.073 0.209 220.0 0.106 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S2.000 27.098 0.181 150.0 0.051 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S2.001 58.230 0.265 220.0 0.065 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.003 29.461 0.098 300.0 0.073 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S3.000 53.952 0.360 150.0 0.077 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S3.001 25.788 0.117 220.0 0.053 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.002 18.652 0.062 300.0 0.090 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.003 42.696 0.142 300.0 0.154 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S4.000 17.904 0.119 150.0 0.000 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.004 10.531 0.035 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.005 62.804 0.209 300.0 0.119 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.004 11.221 0.022 500.0 0.085 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.005 11.137 0.022 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.006 7.321 0.015 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.007 19.175 0.002 9001.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S5.000 55.398 0.252 220.0 0.116 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S5.001 8.358 0.038 220.0 0.092 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.000 18.814 0.125 150.0 0.076 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.001 27.025 0.180 150.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S7.000 18.355 0.122 150.0 0.087 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.002 25.706 0.117 220.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S6.003 37.501 0.170 220.0 0.057 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S8.000 35.370 0.236 150.0 0.066 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S8.001 8.332 0.056 150.0 0.071 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S6.004 27.705 0.092 300.0 0.066 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.002 31.769 0.091 349.1 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.003 15.626 0.041 379.1 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.004 28.599 0.057 500.0 0.170 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.005 15.047 0.030 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.006 70.902 0.142 500.0 0.095 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.000 32.507 0.217 150.0 0.080 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.001 12.844 0.064 200.0 0.091 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.002 12.961 0.059 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41:S10.000 34.754 0.232 150.0 0.082 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41:S10.001 4.519 0.030 150.0 0.000 0.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.003 4.944 0.022 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S11.000 7.459 0.050 150.0 0.000 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.004 4.500 0.020 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.005 30.279 0.101 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.006 19.977 0.067 300.0 0.170 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.007 31.940 0.106 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S5.007 7.462 0.015 500.0 0.089 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S5.008 25.572 0.003 9001.0 0.000 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.000 25.580 0.128 200.0 0.037 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S13.000 7.000 0.050 140.6 0.135 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.001 14.462 0.072 200.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S14.000 22.627 0.151 150.0 0.039 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.002 21.952 0.146 150.0 0.028 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.003 61.110 0.204 300.0 0.406 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S15.000 36.424 0.243 150.0 0.155 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.004 26.885 0.054 500.0 0.049 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.005 23.138 0.046 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S16.000 34.249 0.228 150.0 0.023 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.006 51.492 0.103 500.0 0.070 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S17.000 2.783 0.014 200.0 0.150 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S17.001 10.482 0.048 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.007 16.140 0.032 500.0 0.000 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S18.000 68.558 1.139 60.2 0.236 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S19.000 43.007 1.412 30.5 0.024 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S18.001 44.850 0.747 60.0 0.054 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S20.000 73.635 0.335 220.0 0.157 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S21.000 28.863 0.195 148.0 0.278 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.001 25.211 0.072 350.0 0.006 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S22.000 28.863 0.144 200.0 0.000 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.002 61.203 0.122 500.0 0.104 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S23.000 25.038 0.167 150.0 0.046 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.003 23.736 0.047 500.0 0.018 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S24.000 9.623 1.151 8.4 0.047 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.004 44.737 0.089 500.0 0.008 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.008 5.134 0.010 500.0 0.160 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.009 5.134 0.010 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.010 7.371 0.015 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.011 149.216 0.017 9001.0 0.000 0.00 0.0 0.600 o 1200 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S25.000 13.444 0.090 150.0 0.002 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S25.001 47.844 0.159 300.0 0.109 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.002 45.119 0.150 300.0 0.069 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.000 45.406 0.151 300.0 0.069 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.001 45.119 0.150 300.0 0.058 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.002 17.573 0.059 300.0 0.030 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.003 47.673 0.268 177.6 0.078 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S27.000 40.942 0.273 150.0 0.027 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S28.000 15.641 0.104 150.0 0.025 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S27.001 40.529 0.270 150.0 0.143 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.004 9.176 0.031 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.005 5.653 0.019 300.0 0.030 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.006 5.653 0.019 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.007 6.117 0.020 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.008 162.573 0.018 9001.0 0.000 0.00 0.0 0.600 o 1200 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S1.008 20.812 0.042 500.0 0.413 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S1.009 78.294 0.157 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.010 70.715 0.141 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46:S29.000 39.085 0.130 300.0 0.381 5.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.011 5.855 0.012 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.012 33.056 0.066 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:47: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:48: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:49: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:50: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:51: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:52: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:53: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:54: PIPELINE SCHEDULES for PR-Storm

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:54: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:55: Minimum Outlet Pipe Diameter (mm) 300

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:58: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:60: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:61: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:62: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:63: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:65: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:67: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:68: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:69: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:70: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:72: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:74: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:75: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:76: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:77: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:79: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:81: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:82: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:83: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:84: Water Surcharged Flooded Pipe

R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:89: Inspect banksides, structures, pipework etc for evidence of

R-2023-0224-CD-GrasscreteBrochure.pdf:7: Riser pipe on ring main

R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:32: Calidris maritima - Purple Sandpiper – Bird –

R-2023-0224-CD-1425_PL100_B - Site Location Plan.pdf:1: Pipeline

R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:126: alba, purple sandpiper Calidris maritima, redshank Tringa totanus and Sandwich tern

R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:132:4.19 Information presented on the APIS website for the SSSI indicates that purple sandpiper is associated

R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:9: alba, purple sandpiper Calidris maritima, redshank Tringa totanus and Sandwich tern

R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:15:4.19 Information presented on the APIS website for the SSSI indicates that purple sandpiper is associated

R-2023-0224-CD-1425_PL104_C - Finished Floor Levels.pdf:1:Floor 02: FFL +19.50m AOD Store Area Pipe Bridge

R-2023-0224-CD-1425_PL101_N - Site Layout.pdf:1: Store Area Pipe Bridge

R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:12: Easy watering using a hose pipe through the debris cap or the

R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:12: Lightweight & compact, compared to traditional pipe systems,

R-2023-0224-CD-RootRain-Urban.pdf:2: Pipe: polypropylene

R-2023-0224-CD-RootRain-Urban.pdf:2: Pipe: Black

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: SOIL INSPECTION PORT: A vertical pipe extending from the pavement surface down through the

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:12: Excavation required for the installation of all pipes and structures shall be made to the

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:38: back the geocomposite and insert the aeration/irrigation pipe.

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:38: Trim vertical pipes to 6” (150mm) above finished pavement and support in vertical

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:38: position by temporary staking. Seal open ends of pipes.

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:38: After placing the pavement base course, trim the vertical pipe so that the top of the

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:39: Trim vertical pipes to 6” (150mm) above finished pavement and support in vertical

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:39: position by temporary staking. Seal open ends of pipes.

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:18: Tees Business Parks to the south west of the site. Large gas pipelines and

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:18: by vertical metal rail fencing and large gas pipelines. The site constitutes bare

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:20: route is sunk slightly lower than the adjacent gas pipelines within a

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:26: silos, chimneys, stacks, electricity pylons, gas pipelines and other works units

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:29: south is a strip of land containing large 1 m + diameter gas pipelines surrounded by

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:29: ERF will be located immediately to the south of the pipelines.

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:30:6.52 The metal vertical palisade fence, the gas pipelines and self-sown shrubs along with

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:30: Facility may be visible over and through the fence and the pipelines. These views

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:11: structures. A number of partial pipes and occasional buildings survive, most

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:11: the Tees Valley Railway continues to carry pipework.

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:115: pipe duct 60

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:117: Phase 4 pipe 59

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:118: pipe 59

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:120: pipe 260

R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:120: pipe 158

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:11: Pipe line noted to cross the southern

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:11: Pipeline no longer crossing the site.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:16: 14 99 Works, tanks, pylons, pipelines and electricity substations. These

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:17: Historical pipelines (on-site and

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: water supply pipes).

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: water supply pipes placed in the affected ground. Future site users may be subject to ingestion of contaminants infiltrating into drinking

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: supply pipes

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23:lines and sidings, pipelines, blast furnaces, confined spaces workers

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23:Contaminants – Metals, calcium, supply pipes likelihood

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: drinking water supply pipes;

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: TP114 Visual and Olfactory 0.9 out of clay pipe. Also surrounding the

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: pipe.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: sample of tar from a pipe found in the trial pit. Material of this nature would be removed as part of a

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: localised and related to a tar pipe found in TP114.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: Research (UKWIR) screening thresholds for polyethylene (PE) plastic drinking water supply pipes.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: along the route of any proposed new water supply pipes, or for barrier pipe or similar to be used

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: likely that the site will be similarly unsuitable for PE plastic drinking water supply pipes.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: Visual evidence of hydrocarbons (tar from a broken pipe) was observed

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: in soils Prairie3 indicate that PE plastic drinking water supply pipes may be

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: water supply pipes).

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: TP114. This is likely due to tar that was observed running from a below ground pipe. It is assumed by Arcadis that structures and

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: drinking water supply undertaken, it is considered likely that PE plastic pipes will not be suitable for use at the site (as is the case on the wider Grangetown

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: pipes Prairie).

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41: drinking water supply pipes

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: drinking water supply pipes (requires site-specific assessment of soil data against UKWIR

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: thresholds and/or use of barrier pipe as part of the proposed development).

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: against the pipes (given the presence of organic documented within verification reports or

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: thresholds impacts in groundwater, barrier pipe may the remediation works. If so, no further

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: in which the pipes are laid) confirmation of the suitability of soils for

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: proposed supply pipe materials.

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:44: appropriate classification of water supply pipes; and

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: The ROA and Strategy does not give reference to drinking water supply pipes, however it is noted

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: such, any further assessment of suitability of the site for plastic drinking water supply pipes would

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: likely need to be undertaken after the completion of enabling works (or barrier pipe or similar

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: Potable water suitability of PE plastic drinking water supply pipes at the site (or barrier pipe or similar

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: supply pipe should be selected for use).

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipe in concrete ETL

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipelin

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipe

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipeline 7.0m

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipe Gantry

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipelin

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Pipel

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: cement materials or shards of pipe. If excavating in the vicinity of these abandoned asbestos cement materials, the appropriate Health & Safety precautions should be taken. 25 m

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:1: Northumbrian Water accepts no liability in respect of claims, costs, losses or other liabilities which arise as the result of the presence of the pipes or any failure to take adequate precautions.

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:54: • Mechanical installation including pipework and fixed plant

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:58: pipework to be installed relatively easily beneath site roads / landscaped areas

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:59: designed to extract CO2 from the flue gas to be piped offsite into the Net Zero

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: kerbed drainage, gullies and carrier pipes.

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:67: water could be supplied. Steam could be extracted from the turbine and piped

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:76: internal site road(s) to facilitate future pipe work with minimal disruption to the

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:77: installations, tank installations, ducts / connecting pipework, air cooled

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:77: • October 2025 – December 2026 – Pipes, valves and accessories, including:

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:88: existing vertical palling fence, pipelines and existing scrub.

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:127: industrial apparatus, pipe bridge, swale

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:128: Sembcorp pipeline corridor and Tees

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:132: pipeline to the separate Net Zero

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:146: No abstraction pipes are proposed, therefore no fish

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:146: Installation of a fish guard to prevent entrapment within the abstraction pipe(s).

R-2023-0247-OOM-EP CL.pdf:2:drinking water and suitability of supply pipes.

R-2023-0247-OOM-HSL-230331093252-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2023-0247-OOM-0247.pdf:1:Please note the planning application referenced above will not affect SABIC’s CCPL high pressure ethylene pipeline

R-2023-0247-OOM-0247.pdf:1:Pipeline Administration Co-ordinator

R-2023-0247-OOM-0247.pdf:1:Cross Country Pipelines

R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_2of2.pdf:10: CO2 Pipeline Off-site

R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:13: hiaticula, sanderling Calidiris alba, purple sandpiper Calidiris maritima, shoveler Anas

R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:22: provided with mammal ladders and capping of pipework and services, at night time to

R-2021-0316-VC-Officer report _R20210316VC.pdf:3:SABIC Pipeline

R-2021-0316-VC-Officer report _R20210316VC.pdf:3:pressure ethylene pipeline apparatus.

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:1: Provide a list of all reference material provided to support this application, pass them to the pipelines team if

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Excavations within 50m of pipeline, without any physical barrier such as fence lines or YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Excavations within pipeline wayleave YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Lifting operations above wayleave (either above or below ground CATS pipeline) YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Hot work within wayleave (either above or below ground CATS pipeline) YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Pressure Test and / or Exclusion zone in close proximity to CATS pipelines YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Increase/decrease in land drainage within 50m of CATS pipeline YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Changes in the level of cover over a buried pipeline YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Interference with Pipeline equipment such as MP, CP posts, BVS YES NO

R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: New buildings or storage within 50m of CATS pipeline YES NO

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:From: CATS Pipeline CATSpipeline@woodplc.com

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:Attachments: CAT-PPI-FRM-001 (3).docx; CAT-PPI-PRC-019.pdf; eCon_Pipeline CATS.doc

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:Conduct of operations proximate to the Central Area Transmission System (“CATS”) terminal and CATS pipelines

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:CATS pipelines, that you have planned works within our area of interest. Any works or activity that have the potential

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:to change the characteristics of the CATS pipeline corridor or present an immediate or latent threat to the CATS

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:pipelines structural integrity within 50m of the CATS pipelines must be reviewed and assessed for safe working

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:pipelines wayleaves or require to more generally assess the potential risk of such works to our operation. In the event

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:that your works are within our area of interest but we consider that such works will not affect the CATS pipelines, we

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:The CATS pipelines have been built according to, and are managed subject to, the Health and Safety at Work Act

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:(1974) and the associated Regulations including The Pipelines Safety Regulations 1996 (PSR) and The Pressure

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:Systems Safety Regulations 2000 (PSSR). The operator of the CATS terminal and the CATS pipelines is a member of

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:UKOPA, LSBUD and Linesearch. For more information on the associated businesses and pipelines please the links

R-2021-0316-VC-Consultee Response - Woodgroup CATS.pdf:1:To: CATS Pipeline CATSpipeline@woodplc.com

R-2021-0316-VC-Decision Notice_R20210316VC.pdf:6:CATS Pipeline

R-2021-0316-VC-Decision Notice_R20210316VC.pdf:6:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0316-VC-Decision Notice_R20210316VC.pdf:6:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0316-VC-1400007002.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2021-0316-VC-1400007002.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2021-0316-VC-1400007002.pdf:2: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, Date 21/04/2021

R-2021-0316-VC-1400007002.pdf:2: or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the relevant owners. The information shown on this plan is given

R-2021-0316-VC-1400007002.pdf:2: without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability of Grid Ref 454716 / 522574

R-2021-0316-VC-1400007002.pdf:2: 1: 1,250 practices, in accordance with HS(G)47, must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used.

R-2021-0316-VC-1400007002.pdf:3: Stay safe near our pipes

R-2021-0316-VC-1400007002.pdf:3: North East and Northern Cumbria with our pipes running the

R-2021-0316-VC-1400007002.pdf:4:gas Infrastructure (pipes etc) by of our pipes on site. has a copy of our site plan Tree planting

R-2021-0316-VC-1400007002.pdf:4:electronic tracers. HSG47 Avoiding Danger from roots can cause damage to gas pipes

R-2021-0316-VC-1400007002.pdf:4: or other structures over, around or under a gas pipe.

R-2021-0316-VC-1400007002.pdf:4: Never lay equipment along or above a gas pipe.

R-2021-0316-VC-1400007002.pdf:4: diameter of the gas pipe (whichever is the greater) between - sand must be well-graded in accordance with BS EN 1260:2002

R-2021-0316-VC-1400007002.pdf:4: drawings showing the line and width of the proposed works 0.5 metres of a low or medium pressure pipe and

R-2021-0316-VC-1400007002.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.

R-2021-0316-VC-1400007002.pdf:5: or protective pipe coatings.

R-2021-0316-VC-1400007002.pdf:5: gas pipe.

R-2021-0316-VC-1400007002.pdf:6:If you or one of your contractors plan to work near gas pipes or other Northern Gas Networks’s

R-2021-0316-VC-1400007002.pdf:6:Damaging gas pipes is danagerous and potentially expensive. Not only could it lead to a fire or

R-2021-0316-VC-1400007002.pdf:6:encapsulated in the Pipeline Safety Regulations, and by the Northern Gas Networks’s safety case,

R-2021-0316-VC-1400007002.pdf:6: 1. Safe working in the vicinity of high pressure gas pipelines and associated installations

R-2021-0316-VC-1400007002.pdf:6: 2. Avoiding injury when working near gas pipes up to 7 bar

R-2021-0316-VC-1400007002.pdf:6: 3. Avoiding injury when working near gas pipes

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3:The CATS Pipelines referred to below were constructed and are operated under the terms of the

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3:Pipelines Act 1962 and Pipeline Safety Regulations 1996. They are owned by CATS Parties and

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3:operated by Wood UK Ltd. The Pipelines are essential links in the transportation of Natural Gas,

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3:customers. This booklet provides general guidance on working close to these pipelines and answers

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3:The pipelines in this booklet are:

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: • PL-774 36” High pressure gas pipeline transporting offshore natural gas from

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: • PL-937 6” Condensate export pipeline transporting condensate 2.87km from

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: • PL-938 6” Condensate export pipeline transporting condensate 2.45km from

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: • CAT-Pipeline-04 6” Propane pipeline transporting propane 1.09km from the CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: • CAT-Pipeline-05 6” Butane pipeline transporting butane 1.09km from the CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:3: Construction Images of the 36” pipeline routing through South Tees industrial sites

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:The day to day management of activities within the pipeline wayleave is implemented at the CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:Terminal. The pipeline wayleave being defined as the 3.5m to 7.5m wide strip of land either side of

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:the CATS pipeline. The width varies depending on the landowner and location of the pipeline, for

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:requirement by the pipeline operator that if you plan any works within 50m of the pipeline you must

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:contact us to receive confirmation the pipeline will be unaffected by your work.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:is within 50m of CATS pipelines. It’s also important to note that this free service also notifies you of

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:It is important that any notifiable activities are brought to the CATS pipelines team attention to start

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:4:Email address: CATSpipeline@woodplc.com

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:pipeline routes to ensure the continued safe operation of CATS underground pipelines.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:The greatest threat to CATS pipelines is accidental damage resulting from 3rd party works and in this respect

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:CATS Terminal also approves and directly supervises all works that may impact upon pipelines and request

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:notification of any proposed works within 50m of a pipeline that could move within the pipeline wayleave.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:result in potential damage to the CATS pipelines.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:keep people and underground pipelines safe. If you are not sure if the minimum searches or notifications have

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:It is always good practice to keep a pack of responses from those pipeline operators you have contacted at your

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:consultation process and can proceed with your works. Pipeline operators often challenge works in close

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:5:proximity to pipelines and this information will be helpful to confirm you have received the required approvals.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:close to the pipeline that could affect pipeline integrity including ditching or fencing should be notified

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:conditions or restrictions needed to protect the pipeline will be advised.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:No work should start near a CATS pipeline until a short consultation has taken place. CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:representative may request a site meeting to locate and peg out the route of the pipeline for your

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:Pipelines document number: CAT-PPI-PRC-020 for more information.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6:Q. What do CATS pipelines carry?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6: • The 36” CATS pipeline (PL-774) transports high pressure natural gas 411.84km (404km

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6: • Onshore 6” Condensate export pipeline (PL-937) transporting natural gas condensate 2.87km

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6: • Onshore 6” Condensate export pipeline (PL-938) transporting natural gas condensate 2.45km

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:6: • Onshore 6” Propane pipeline (CAT-Pipeline-04) transporting Propane 1.09km from the CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7: • Onshore 6” Butane pipeline (CAT-Pipeline-05) transporting Butane 1.09km from the CATS

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:the CATS pipeline engineers have the design information to advise you of what is acceptable before

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:environment from any potential pipeline incident. Operators can’t monitor the entire pipeline route 24

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:hours per day, so they mark the pipeline route and provide the public with free services to ensure they

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:A. CATS pipeline operators follow UKOPA guidance for a 50m notification distance between your

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:proposed works to the Pipeline. Marker Posts are not always directly above the pipeline and we’ll

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:people and the safe operation of our pipeline. The operators initially respond within 24 hours and aim

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:A. Depending on the nature of your works the CATS Pipeline owner may want to enter into a

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:Q. Can’t you just have one set of rules for the entire pipeline length?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:of land where the pipeline is more protected. Therefore, we commit more review time at no cost to

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:Q. How long have the pipelines been operational?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:A. The 36” CATS pipeline operating safely and continuously since its installation in 1993. The export

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:Q. How do I know where a pipeline is located across my land?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:A. All pipelines are clearly identified at crossings (road, rail and river) by markers and with aerial

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:markers. However, do not assume that the pipeline is routed in a direct line between the markers. If

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:pipeline is.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:Q. How deep are the pipelines?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:depths, the CATS pipelines may be below this point and without confirming with CATS terminal you

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:could strike a pipeline.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:conditions that might be needed to protect the pipeline. Then when you are about to start a job, we

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:can accurately mark the position of the pipeline and supervise any operations close to it to ensure

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:A. Any physical damage to the pipeline may result in a major incident. It must be inspected to check

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:Q. Are maps and pipeline route details available?

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:A. Yes, the route of CATS pipelines can be provided on various scale Ordnance Survey maps in

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:and Northern number set, and we can make a bespoke map for your work that includes our pipelines

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:A. The Pipelines Safety Regulations 1996 place a duty on pipeline operators to supply information on

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:the existence and whereabouts of their pipelines. We are always looking for new ways to raise

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:9:awareness of the pipelines.

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:10:Please note: Shut down all working plant and machinery in the vicinity of a pipeline strike (within 350

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:10:N.B. IN THE EVENT OF A CATS PIPELINE LEAK OCCURRING OBSERVE THE ABOVE

R-2021-0316-VC-CAT-PPI-PRC-019.pdf:10: 36” Gas Pipeline Explosion, North Texas June 7, 2010

R-2021-0316-VC-Consultee Response - SABIC Pipeline Operator.pdf:1:Please note the planning application referenced above will not affect SABIC’s high pressure ethylene pipeline

R-2021-0316-VC-Consultee Response - SABIC Pipeline Operator.pdf:1:Pipeline Administration Co-ordinator

R-2021-0316-VC-Consultee Response - SABIC Pipeline Operator.pdf:1:Cross Country Pipelines

R-2021-0316-VC-Consultee Response - CATS.pdf:1:From: CATS Pipeline CATSpipeline@woodplc.com

R-2021-0316-VC-Consultee Response - CATS.pdf:1:Cc: CATS Pipeline

R-2021-0316-VC-Consultee Response - CATS.pdf:1:To: CATS Pipeline CATSpipeline@woodplc.com

R-2020-0820-ESM-Network Rail 820.pdf:2:If a Network Rail-owned underline structure (such as a culvert, pipe or drain) is intended to act as a means of

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:25:J4.4 The built structures on the site include tanks, chimneys, industrial-style pipes and conveyors. To

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:26: the site include tanks, chimneys, industrial-style pipes and conveyors. To the south of the

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:19: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:19: Other water Infrastructure present on the site comprises; potable water supply pipes that skirt

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: pipe at 6m depth located in this area which enter the works at ground level at

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:302: iron pipe

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:302: water pipe (25mm diameter)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHA01 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHA02 1 No. 50mm diameter slotted standpipe 5.00 2.00-5.00

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHB01 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHB02 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHB03 1 No. 50mm diameter slotted standpipe 3.00 1.00-3.00

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304: S3-BHB04 2 No. 50mm diameter slotted standpipes

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:315: Slotted Standpipe

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:315: Standpipe Piezometer

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:322: (3) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:323: (3) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:335: (3) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:336: (3) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:337:09/11/2017 4.00 4.00 200 Damp (4) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:338: (4) 50mm diameter slotted standpipe installed to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:339:09/11/2017 2.00 2.00 200 1.96 standpipes installed to 1.50m and 8.00m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:340: standpipes installed to 1.50m and 8.00m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:433: cobble and boulder content and fragments of metal (iron), rebar and pipe. Sand

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:545: at c.1.70m BGL … redundant cast iron pipe running 255 degrees and possible

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:545: Sketch Diagram: No Sketch Taken 1.70 255 Cast Iron Pipe Destroyed

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:723: (1.40) at c.0.50m BGL … 25mm diameter disused plastic water pipe running 140

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:723: Sketch Diagram: No Sketch Taken 0.50 001 Plastic Pipe 25 Damaged

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1434:pipe) and S3-TPB44 1.5m (slag and relict foundations).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:Contaminant concentrations were generally higher in standpipe screening the Made Ground as would be

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:expected and this standpipe also recorded a marginal exceedance of the WQS for nickel. Dissolved aliphatic

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:and B respectively may be above the criteria for unprotected PE water pipes. Therefore, additional testing

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:should be carried along the route of any proposed new water supply pipe, or barrier pipe or similar could be

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: 5. Barrier pipe should be considered for any proposed new water supply pipes laid in Made Ground, or

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: such pipe materials.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505: S3-TPB10 1.7 Cast iron pipe and potential foundation

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1568: Clarifiers (Water of overhead pipes and they removed CH2M SSI3

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1602:or future leaking water pipes and/or drainage) could result in an event occurring post development that could

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1678: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1678: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1680: tank heating and pipeline tracing.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1694: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1695: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1710: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1710: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1711: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1711: towers, conveyors and pipelines in addition to production and storage facilites.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: distribution pipelines (North).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712:  Teesside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1729: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1730: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1733: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1733: overhead pipes, cranes, chimneys, and subways (Central)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1735: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1741: the pipeline

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1742: water subsequent to degradation of water supply pipe

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1742: and accumulation of gases. Degradation of water supply pipe

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1744: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1744: plastic pipes

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: plastic pipes

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1747: Services Direct contact with water pipes Tainting of water Unlikely

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1755: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1884: decontamination project with the aim of removing contaminated residues in pipes,

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1889:62 4.4 Gas pipelines 0 0 0 0 -

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1945:C On site Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1946:G On site Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1947:17 76m S Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1947:19 93m SW Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1947:N 99m NW Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1947:21 104m E Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1948: M 126m NW Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1948: 24 165m NW Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1948: M 166m NW Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1948: 26 179m W Pipeline North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1948: 28 195m N Pipelines North Yorkshire, TS6 Pipelines Industrial Features

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1949:4.4 Gas pipelines

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1949:High pressure underground gas transmission pipelines.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1988:1 On site Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1988:2 On site Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:9:2.13 Water Infrastructure present on the site comprises: potable water supply pipes cross the central

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:11: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:12:2.29 Water Infrastructure present on the site comprises: potable water supply pipes which skirt the

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:14: industrial pipes, tanks, chimneys and industrial buildings. Whilst most of the ground is covered

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:15: industrial pipelines are present on the site, all running together in a north-west south-east

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:15: • The BOC Gas pipeline.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:15:2.47 Water Infrastructure present on the site comprises: potable water supply pipes running across

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:18:2.66 The operational RWE Breagh high pressure gas pipeline crosses the northern part of the site in a

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:18: water supply pipes and an industrial water mains, both of which cross the northern part of the

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:21:2.80 The operational RWE Breagh high pressure gas pipeline runs along the southern boundary of

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:21: Infrastructure present on the site comprises potable water supply pipes and an NWL water

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:26: towers and industrial apparatus, Pipe Bridge, Swale and the demolition of old

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:27: Sembcorp pipeline corridor 18.12.2020

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf:53:and footway at a point where the highway cutting ends adjacent to the pipe bridge and railway

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf:54:and footway at a point where the highway cutting ends adjacent to the pipe bridge and railway

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf:54:In the foreground a white gas pipe bridge and industrial machinery sit in the centre of the view. In

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:36: occupied by buildings and structures such as tanks, chimneys, pipes and conveyors. There is

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:39: chimneys, pipes and conveyors.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:50: efficiently. It also allows the user to combine natural solutions with piped (network)

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:9: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:10: • Potable water supply pipes skirt the north western edge of the site and cross the northern

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: until details of the culvert / pipe conveying Boundary Beck beneath the site are ascertained

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:53: number of large-scale industrial plants and pipelines which are classified as hazardous

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:53: sites and major accident pipelines after assessing the risks and likely effects of major accidents

R-2020-0820-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027708_1_14256.pdf:1:section “Your Responsibilities and Obligations”, including gas service pipes and related apparatus.

R-2020-0820-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027708_1_14256.pdf:2: Gas service pipes and related apparatus

R-2020-0820-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027708_1_14256.pdf:3: In line with the above guidance, verify and establish the actual position of mains, pipes, cables,

R-2020-0820-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027708_1_14256.pdf:4:Excavating Safely in the vicinity of gas pipes guidance (Credit card):

R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20: the site include tanks, chimneys, industrial-style pipes and conveyors. To the south of the

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter I - Climate Change - Dec 2020.PDF:19: Infrastructure. This includes tanks, chimneys, industrial style pipes and conveyors associated

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter I - Climate Change - Dec 2020.PDF:19: with the industrial pipes. The volume and significance of emissions resulting from an incident of

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:19: apparatus, Pipe Bridge, Swale and the

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:21: pipeline

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:7: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:9: • Potable water supply pipes skirt the north western edge of the site and cross the northern

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:38: restricted and stand off distance from hazardous installations, pipes etc. will be imposed.

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:9: pipes etc will be imposed.

R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:3:installations. Other structures on the site include tanks, chimneys, industrial pipework and

R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:3:comprises: potable water supply pipes skirting the north-western edge of the site and crossing the

R-2020-0820-ESM-Decision Notice 0820.pdf:12:CATS Pipeline

R-2020-0820-ESM-Decision Notice 0820.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0820-ESM-Decision Notice 0820.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter B - Site Description and Scheme Proposals - Dec 2020.pdf:8: PIPELINES

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:14: on piped water Infrastructure.

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: details of the culvert / pipe conveying Boundary Beck beneath the site are ascertained from

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:41: pipeline. people on Site. Potential to

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:41: pipework or site and damage to

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:42: chemicals pipelines and site and the Teesmouth and

R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:3:Other structures on the site include tanks, chimneys, industrial pipework and conveyors. To the south

R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:3:comprises: potable water supply pipes skirting the north-western edge of the site and crossing the

R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:9:sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa totanus, Sandwich

R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:9:freshwater wetlands of the site, while ringed plover, knot, sanderling, purple sandpiper and Sandwich

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:19: Pipe Bridge, Swale and the demolition of old plant and

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:20: pipeline

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:66: Scheme no. 10 is a pipeline for an offshore pipeline that extends into the North Sea and whilst it

R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:65:additional drainage from the road enters the beck through a pipe.

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:1: Stay safe near our pipes

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:1: North East and Northern Cumbria with our pipes running the

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2:gas Infrastructure (pipes etc) by of our pipes on site. has a copy of our site plan Tree planting

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2:electronic tracers. HSG47 Avoiding Danger from roots can cause damage to gas pipes

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: or other structures over, around or under a gas pipe.

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: Never lay equipment along or above a gas pipe.

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: diameter of the gas pipe (whichever is the greater) between - sand must be well-graded in accordance with BS EN 1260:2002

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: drawings showing the line and width of the proposed works 0.5 metres of a low or medium pressure pipe and

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:3: or protective pipe coatings.

R-2020-0270-FFM-a) Stay safe near our pipes.pdf:3: gas pipe.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: tank heating and pipeline tracing.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:34: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:39: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:40: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: towers, conveyors and pipelines in addition to production and storage facilites.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: distribution pipelines (North).

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58:  Teeside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:78: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:79: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: overhead pipes, cranes, chimneys, and subways (Central)

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:90: the pipeline

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: water subsequent to degradation of water supply pipe

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: and accumulation of gases. Degradation of water supply pipe

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: plastic pipes

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: plastic pipes

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Services Direct contact with water pipes Tainting of water Unlikely

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2020-0270-FFM-LAND AT AND ADJOINING ESTON ROAD INCLUDING GATEWAY JUNCTION OF A66 TO MIDDLESBROUGH ROAD EAST GRANGETOWN.pdf:1: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Date 15/06/2020

R-2020-0270-FFM-LAND AT AND ADJOINING ESTON ROAD INCLUDING GATEWAY JUNCTION OF A66 TO MIDDLESBROUGH ROAD EAST GRANGETOWN.pdf:1: Gas pipes owned by other GTs, or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the

R-2020-0270-FFM-LAND AT AND ADJOINING ESTON ROAD INCLUDING GATEWAY JUNCTION OF A66 TO MIDDLESBROUGH ROAD EAST GRANGETOWN.pdf:1: relevant owners. The information shown on this plan is given without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, Grid Ref 454379 / 520982

R-2020-0270-FFM-LAND AT AND ADJOINING ESTON ROAD INCLUDING GATEWAY JUNCTION OF A66 TO MIDDLESBROUGH ROAD EAST GRANGETOWN.pdf:1: 0 150 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used. It is your

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1:If you or one of your contractors plan to work near gas pipes or other Northern Gas Networks’s

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1:Damaging gas pipes is danagerous and potentially expensive. Not only could it lead to a fire or

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1:encapsulated in the Pipeline Safety Regulations, and by the Northern Gas Networks’s safety case,

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1: 1. Safe working in the vicinity of high pressure gas pipelines and associated installations

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1: 2. Avoiding injury when working near gas pipes up to 7 bar

R-2020-0270-FFM-b) Important Safety Guidance (002).pdf:1: 3. Avoiding injury when working near gas pipes

R-2020-0270-FFM-DLX-JBAU-00-00-DR-C-0001-S3-P01-Eston_Road_Drainage_Key_Plan.PDF:1: NEW SUDS DETENTION BASIN DESIGNED TO TREAT DIAMETER PIPE In addition to the hazards/risks normally associated with the types of work detailed on this

R-2020-0270-FFM-1400002852 NGN.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2020-0270-FFM-1400002852 NGN.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2020-0270-FFM-Officer Report 0270.pdf:3:area and/or a series of x's. Information with regard to such pipes should be

R-2020-0270-FFM-Officer Report 0270.pdf:3:pipes, valves, siphons, stub connections, etc., are not shown but their

R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:46: NEW SUDS DETENTION BASIN DESIGNED TO TREAT DIAMETER PIPE In addition to the hazards/risks normally associated with the types of work detailed on this

R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:15: sandpiper (Calidris maritima) and

R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:15: sandpiper and turnstone.

R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:19:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2021-0432-FFM-2383_JSH024_Soil Treatment Area OGL Survey.PDF:1: Live Pipe Valves 9.718 9.608 9.670 9.723

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: ABGLTD) 11.243 10. ALL PROPOSED PIPEWORK TO BE NON-PERFORATED

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: 11.186 STRUCTURED WALL HDPE PIPEWORK.

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: MESH AT SLAB CENTRE WITH MIN. 50mm COVER 11. ALL PIPEWORK SHALL HAVE GRANULAR BED AND

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: SURROUND (CLASS S) UNLESS THE COVER TO THE PIPE IS

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: 11.068 11.105 ACCEPT OUTGOING PIPE. ANY GAPS BETWEEN

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: ST4 CONCRETE WALL PIPE. MIN. GRADIENT: 1 IN 100.

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: OUTGOING PIPE AND CHAMBER TO BE SEALED 12. ALL ACCESS CHAMBERS BEYOND THE PROPOSED

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: 11.5600Ø HDPE STRUCTURED WALL PIPE DIAMETER OF 1500mm.

R-2021-0432-FFM-Decision.pdf:3:CATS Pipeline

R-2021-0432-FFM-Decision.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0432-FFM-Decision.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0013 Lackenby Soil Treatment Hospital Area - Sections.PDF:1: ACCEPT OUTGOING PIPE. ANY GAPS BETWEEN TO SHW TABLE 6/1. (CLAYMAT AS4500 SELF

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0013 Lackenby Soil Treatment Hospital Area - Sections.PDF:1: OUTGOING PIPE AND CHAMBER TO BE SEALED FROM ABGLTD)

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0013 Lackenby Soil Treatment Hospital Area - Sections.PDF:1: WALL PIPE. MIN. GRADIENT: 1 IN 100. INSTRUCTIONS AND RECOMMENDATIONS.

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0013 Lackenby Soil Treatment Hospital Area - Sections.PDF:1: ST4 MASS CONCRETE BASE SLAB. 15 MIN. 600Ø HDPE STRUCTURED WALL PIPE

R-2021-0432-FFM-19736928_1.PDF:11: such as roads, railways and pipelines. Therefore, the risk of fluvial flooding is considered to be low and

R-2021-0432-FFM-19736928_1.PDF:14:Flow is conveyed from the proposed outlets to the storage tank via a 450mm diameter carrier pipe. The storage

R-2021-0432-FFM-19736928_1.PDF:16:Infrastructure such as roads, railways and pipelines. On this basis, the risk of fluvial flooding is considered to be

R-2021-0432-FFM-19736928_1.PDF:27: Live Pipe Valves 9.718 9.608 9.670 9.723

R-2021-0432-FFM-19736928_1.PDF:32: 11.214 11.229 10. ALL PROPOSED PIPEWORK TO BE NON-PERFORATED

R-2021-0432-FFM-19736928_1.PDF:32: STRUCTURED WALL HDPE PIPEWORK.

R-2021-0432-FFM-19736928_1.PDF:32: 11. ALL PIPEWORK SHALL HAVE GRANULAR BED AND

R-2021-0432-FFM-19736928_1.PDF:32: 11.068 11.105 SURROUND (CLASS S) UNLESS THE COVER TO THE PIPE IS

R-2021-0432-FFM-19736928_1.PDF:32: GAS PIPES 9.504 10.723 15. THE PROPOSED STORAGE IS SIZED BASED ON A MIN.

R-2021-0432-FFM-19736928_1.PDF:33: ABGLTD) 11.243 10. ALL PROPOSED PIPEWORK TO BE NON-PERFORATED

R-2021-0432-FFM-19736928_1.PDF:33: 11.186 STRUCTURED WALL HDPE PIPEWORK.

R-2021-0432-FFM-19736928_1.PDF:33: MESH AT SLAB CENTRE WITH MIN. 50mm COVER 11. ALL PIPEWORK SHALL HAVE GRANULAR BED AND

R-2021-0432-FFM-19736928_1.PDF:33: SURROUND (CLASS S) UNLESS THE COVER TO THE PIPE IS

R-2021-0432-FFM-19736928_1.PDF:33: 11.068 11.105 ACCEPT OUTGOING PIPE. ANY GAPS BETWEEN

R-2021-0432-FFM-19736928_1.PDF:33: ST4 CONCRETE WALL PIPE. MIN. GRADIENT: 1 IN 100.

R-2021-0432-FFM-19736928_1.PDF:33: OUTGOING PIPE AND CHAMBER TO BE SEALED 12. ALL ACCESS CHAMBERS BEYOND THE PROPOSED

R-2021-0432-FFM-19736928_1.PDF:33: 11.5600Ø HDPE STRUCTURED WALL PIPE DIAMETER OF 1500mm.

R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:3:anticipated to be a ground level inspection chamber. The pipework entry must be secured into the

R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:4: it over, via a network of pipes, to the main remediation system for above ground treatment.

R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:5: • Weather Protection: The treatment system and all associated Infrastructure and pipework

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:5: These fluids are all held within the various vessels, filters, pump tanks and pipework

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:5: glasses/shields. When close to pipe connections and items under pressure, a full-

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:5: (e.g. pipe blocked, pump stopped, valve position changed).

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:6: • All pipe work and fittings should be inspected visually for damages or leaks.

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:7: • Associated pumps, fittings and pipework.

R-2021-0432-FFM-170988 - Prairie WTP - OM Manual_Issued.pdf:27: restarting the system. Also check system and pipework for obstructions that could be

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:9: iron pipe

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:9: water pipe (25mm diameter)

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHA01 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHA02 1 No. 50mm diameter slotted standpipe 5.00 2.00-5.00

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHB01 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHB02 1 No. 50mm diameter slotted standpipe 4.00 1.00-4.00

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHB03 1 No. 50mm diameter slotted standpipe 3.00 1.00-3.00

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11: S3-BHB04 2 No. 50mm diameter slotted standpipes

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:22: Slotted Standpipe

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:22: Standpipe Piezometer

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:29: (3) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:30: (3) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:42: (3) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:43: (3) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:44:09/11/2017 4.00 4.00 200 Damp (4) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:45: (4) 50mm diameter slotted standpipe installed to

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:46:09/11/2017 2.00 2.00 200 1.96 standpipes installed to 1.50m and 8.00m BGL.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:47: standpipes installed to 1.50m and 8.00m BGL.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:140: cobble and boulder content and fragments of metal (iron), rebar and pipe. Sand

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:252: at c.1.70m BGL … redundant cast iron pipe running 255 degrees and possible

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:252: Sketch Diagram: No Sketch Taken 1.70 255 Cast Iron Pipe Destroyed

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:430: (1.40) at c.0.50m BGL … 25mm diameter disused plastic water pipe running 140

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:430: Sketch Diagram: No Sketch Taken 0.50 001 Plastic Pipe 25 Damaged

R-2021-0432-FFM-O&M Monitoring Sheet_Seymour_Redcar.pdf:1:Any leaks on inlet pipe work?

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20: S3-TPB10 1.7 Cast iron pipe and potential foundation

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:83: Clarifiers (Water of overhead pipes and they removed CH2M SSI3

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: 11.214 11.229 10. ALL PROPOSED PIPEWORK TO BE NON-PERFORATED

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: STRUCTURED WALL HDPE PIPEWORK.

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: 11. ALL PIPEWORK SHALL HAVE GRANULAR BED AND

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: 11.068 11.105 SURROUND (CLASS S) UNLESS THE COVER TO THE PIPE IS

R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: GAS PIPES 9.504 10.723 15. THE PROPOSED STORAGE IS SIZED BASED ON A MIN.

R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF:3:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:7:are roof tiles, fire barriers, lagging and gaskets/joints of boiler pipes. In addition, asbestos is anticipated in mastic

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:7:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels, including the traverse pit

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: Back fill open trenches/pipe tracks with site won material.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:23: E E E BT EITHER SIDE OF PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:23: E E GARE EITHER SIDE OF PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:23: E HOT CATS PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:24: CATS PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:24: BOC OXYGEN PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:24: BOC NITROGEN PIPELINE

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:24: FUEL OIL PIPELINE

R-2020-0724-PND-Officer Report.pdf:2:infill any voids or pipe channels. In terms of the restoration of the site it is

R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:4:currently comprises generally undeveloped land, with a pipeline gantry encroaching onto the site from the

R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:5: service lines and pipes,

R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:7: • Relict Infrastructure associated with the steel works such as pipelines and drainage

R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:7: • Adjacent steel works featuring tanks (10 m to the southeast), pipelines, conveyors etc

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:pipeline gantry encroaches onto the east of the site.

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:9: with the Redcar Bulk Terminal. A pipeline gantry encroaches onto the Application

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:9: pipelines and relict underground obstructions associated with past uses.

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17:3.2.3 Pipelines, drainage Infrastructure and any other relict Infrastructure associated with steel works

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17: featuring tanks, pipelines, conveyors etc (recently closed). The processes associated with this

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19:Pipelines and PCB’s and Leaching of mobile ✓ Secondary Undifferentiated

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:46:37 4.4 Gas pipelines 0 0 0 0 -

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:81:4.4 Gas pipelines

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:81:High pressure underground gas transmission pipelines.

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:113: Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:114: Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:8:generally undeveloped land, with a pipeline gantry encroaching onto the site from the steelworks to the east.

R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:12:Although not confirmed, it is anticipated there may be a number of buried pipelines, drainage Infrastructure

R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:15: • Relict Infrastructure associated with the steel works such as pipelines and drainage

R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16: • Adjacent steel works featuring tanks (10 m to the southeast), pipelines, conveyors etc (recently

R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:9: reclamation, spoil tipping, railway land), tanks, pipelines and other processes associated with the

R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: sulphate attack on buried concrete and contaminants permeating water supply pipes.

R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: the use of ‘lined ‘barrier pipe’ and trenches backfilled with clean inert material for new utilities).

R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Infrastructure materials from soil of ‘barrier pipe’, etc.

R-2022-0355-FFM-HSL-220420090646-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:  Redundant pipework is likely to be encountered within the excavations which may act as

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: Pipeline

R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0028_(S0-P2)_Proposed Fence & Gate Details.pdf:1: Pipeline

R-2022-0355-FFM-Decision Notice.pdf:4:CATS Pipeline

R-2022-0355-FFM-Decision Notice.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0355-FFM-Decision Notice.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0355-FFM-ApplicationFormRedacted.pdf:2: * North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: Pipeline

R-2022-0355-FFM-Application Form.pdf:2: pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21: • Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:There is the potential for utilities to be crossing the site including gas pipes, water pipes and electrical

R-2021-0846-FFM-DECISION NOTICE.pdf:3:CATS Pipeline

R-2021-0846-FFM-DECISION NOTICE.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0846-FFM-DECISION NOTICE.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19: Roughness values assumed to be k = 0.6mm for pipes and n= 0.018 for ditches; and

R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:23: Position inlet pipe work vertically to dissipate energy;

R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Pipework, manholes and catch-pits; and,

R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: ATK_TP_001 Cast iron pipe Undamaged

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: Cast iron pipe Undamaged None

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: pipe conduit Clay pipe - 152mm diameter)

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:161: Slotted Standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:161: Standpipe Piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: 6.66 1.70 at c.0.60m BGL … 610mm diameter cast iron pipe running 045

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: at c.0.40m BGL … 152mm diameter cast iron pipe at southern end of

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:192: diameter clay pipe conduit, 2No. 76mm diameter electric cables

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:201: (0.60) pipes, girders and rebar 20mm. Gravel is coarse angular and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:50: Slotted Standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:50: Standpipe Piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH102 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH103 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH104 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH105 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH106 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH107 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: standpipe piezometer Advanced through

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH109 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH110 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:61:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:62: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:63: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:64: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:65: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:66: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:67: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:69: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:70:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:71: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:72: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:73: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:74: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: (3) 1No. 19mm diameter standpipe piezometer and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: 1No. 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: (3) 1No. 19mm diameter standpipe piezometer and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: 1No. 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:77: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:77: and 1No. 50mm diameter slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:78: (3) 1No. 19mm diameter standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:78: and 1No. 50mm diameter slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:80: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:81: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:82: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:84: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:85: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:86: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:87: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: within the pipe.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:165: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: running 90 degrees. Engineer notes pipe probably runs through

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: and boulder content and fragments of metal, metal pipe and plastic

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6:1.00 B4 pipe. Gravel is fine to coarse subangular to subrounded and includes

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:9: PRAIRIE_AUK_TP137 - Clay Pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:87: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:93: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:96: content and fragments of metal and scaffold pipes. Sand is fine to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: (Pipe bedding).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:149: at c.0.60m BGL … loose broken piece of 6“ pipe containing black

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:193: (Engineer notes possible pipe bedding).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:196: content and fragments of metal and pipe. Sand is fine to coarse.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:section of the well pipe indicating the phreatic surface rests above the upper surface of the mudstone itself. It

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:26: Prairie_AUK_TP114 (0.9m bgl) Made Ground Tar noted within and surrounding a clay pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:26: Prairie_AUK_TP175 (0.6mbgl) Made Ground Tar noted within and surrounding a clay pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:water supply pipe, or barrier pipe or similar could be used.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:64: Metal pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:41: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:47: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:50: content and fragments of metal and scaffold pipes. Sand is fine to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: (Pipe bedding).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:103: at c.0.60m BGL … loose broken piece of 6” pipe containing black

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:147: (Engineer notes possible pipe bedding).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:150: content and fragments of metal and pipe. Sand is fine to coarse.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:191: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:4: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:27: Slotted Standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:27: Standpipe Piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH102 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH103 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH104 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH105 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH106 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH107 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: standpipe piezometer Advanced through

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH109 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH110 slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: standpipe piezometer and 1No. 50mm diameter

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: slotted standpipe installed between 4.00-10.00m and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:38:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:39: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:40: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:41: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:42: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:43: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:44: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:46: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:47:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:48: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:49: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:50: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:51: (3) 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: (3) 1No. 19mm diameter standpipe piezometer and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: 1No. 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: (3) 1No. 19mm diameter standpipe piezometer and

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: 1No. 50mm diameter slotted standpipe installed to

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:54: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:54: and 1No. 50mm diameter slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:55: (3) 1No. 19mm diameter standpipe piezometer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:55: and 1No. 50mm diameter slotted standpipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:57: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:58: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:59: (3) 50mm diameter slotted standpipe installed

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:61: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:62: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:63: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:64: (4) 50mm diameter standpipe installed between

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: within the pipe.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:142: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: running 90 degrees. Engineer notes pipe probably runs through

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: and boulder content and fragments of metal, metal pipe and plastic

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198:1.00 B4 pipe. Gravel is fine to coarse subangular to subrounded and includes

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:201: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:9:running along the western boundary which formerly housed water pipes (now redundant) and a

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: Redundant pipework is likely to be encountered within the

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: redundant pipe work will be removed from the

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: feasible then residual pipework will be sealed at the edges

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: Redundant pipework is likely to be encountered within the

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: redundant pipe work will be removed from the

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: feasible then residual pipework will be sealed at the edges

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26:  BOC pipelines to the East.

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2023-0253-RMM-0253(1).pdf:1:Please note the planning application referenced above will not affect SABIC’s CCPL high pressure ethylene pipeline

R-2023-0253-RMM-0253(1).pdf:1:Pipeline Administration Co-ordinator

R-2023-0253-RMM-0253(1).pdf:1:Cross Country Pipelines

R-2023-0253-RMM-1425_PL133_C - Vehicle Swept Path Analysis_Weighbridge to Fuel Oil - Articulated Tanker.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:12: Easy watering using a hose pipe through the debris cap or the

R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:12: Lightweight & compact, compared to traditional pipe systems,

R-2023-0253-RMM-1425_PL305_C - Site Wide Elevations N and E.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL305_C - Site Wide Elevations N and E.pdf:1: Pipe Bridge 9

R-2023-0253-RMM-1425_PL136_A - Vehicle Swept Path Analysis_Weighbridge to Inspection Bay.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL104_C - Finished Floor Levels.pdf:1:Floor 02: FFL +19.50m AOD Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL201_C - Site Sections A-A and B-B.pdf:1: + 46.00m Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL306_C - Site Wide Elevations S and W.pdf:1: + 46.00m Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL306_C - Site Wide Elevations S and W.pdf:1: Pipe Bridge 9

R-2023-0253-RMM-1425_PL135_A - Vehicle Swept Path Analysis_Weighbridge to WTS and Tipping Hall - Articulated and RCV.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: SOIL INSPECTION PORT: A vertical pipe extending from the pavement surface down through the

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:12: Excavation required for the installation of all pipes and structures shall be made to the

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:38: back the geocomposite and insert the aeration/irrigation pipe.

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:38: Trim vertical pipes to 6” (150mm) above finished pavement and support in vertical

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:38: position by temporary staking. Seal open ends of pipes.

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:38: After placing the pavement base course, trim the vertical pipe so that the top of the

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:39: Trim vertical pipes to 6” (150mm) above finished pavement and support in vertical

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:39: position by temporary staking. Seal open ends of pipes.

R-2023-0253-RMM-1425_PL106_B - Planning Layout Key.pdf:1:PL305_C - Site Wide Elevations N&E Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL111_C - ERF Level plus 5m Plan.pdf:1: PIPE BRIDGE

R-2023-0253-RMM-1425_PL107 - STDC Fencing Layout.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-GrasscreteBrochure.pdf:7: Riser pipe on ring main

R-2023-0253-RMM-1425_PL101_N - Site Layout.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL102_G - Proposed Fencing Layout.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:32: Calidris maritima - Purple Sandpiper – Bird –

R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:311: alba, purple sandpiper Calidris maritima, redshank Tringa totanus and Sandwich tern

R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:317:4.19 Information presented on the APIS website for the SSSI indicates that purple sandpiper is associated

R-2023-0253-RMM-1425_PL131_C - Vehicle Swept Path Analysis_Weighbridge to Silos - Articulated Tanker.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL105_C - EV Charging Layout.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:• In a 1 in 5 year storm event, surface water pipes can run at full capacity with no

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:across the site via a range of rainwater pipes (both gravity and siphonic), gullies, drainage

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:attenuation required). Where possible, separate pipework systems shall be provided for roof

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:Process drainage pipework shall be designed to cater for high temperatures and chemical

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:within the pipes during times of peal flows. This will help reduce maintenance and prevent

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:chambers may be required in areas where space is limited. External pipework shall be of

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:Vitrified Clay. All pipework, located within the building footprint (both main sewers and

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:26: Store Area Pipe Bridge

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: « - Indicates pipe capacity < flow

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.000 40.365 0.269 150.0 0.056 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.001 51.101 0.232 220.0 0.083 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.002 46.073 0.209 220.0 0.106 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S2.000 27.098 0.181 150.0 0.051 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S2.001 58.230 0.265 220.0 0.065 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S1.003 29.461 0.098 300.0 0.073 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S3.000 53.952 0.360 150.0 0.077 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:39: S3.001 25.788 0.117 220.0 0.053 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.002 18.652 0.062 300.0 0.090 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.003 42.696 0.142 300.0 0.154 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S4.000 17.904 0.119 150.0 0.000 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.004 10.531 0.035 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S3.005 62.804 0.209 300.0 0.119 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.004 11.221 0.022 500.0 0.085 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.005 11.137 0.022 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.006 7.321 0.015 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S1.007 19.175 0.002 9001.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S5.000 55.398 0.252 220.0 0.116 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S5.001 8.358 0.038 220.0 0.092 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.000 18.814 0.125 150.0 0.076 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.001 27.025 0.180 150.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S7.000 18.355 0.122 150.0 0.087 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:40:S6.002 25.706 0.117 220.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S6.003 37.501 0.170 220.0 0.057 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S8.000 35.370 0.236 150.0 0.066 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S8.001 8.332 0.056 150.0 0.071 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S6.004 27.705 0.092 300.0 0.066 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.002 31.769 0.091 349.1 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.003 15.626 0.041 379.1 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.004 28.599 0.057 500.0 0.170 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.005 15.047 0.030 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S5.006 70.902 0.142 500.0 0.095 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.000 32.507 0.217 150.0 0.080 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.001 12.844 0.064 200.0 0.091 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.002 12.961 0.059 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41:S10.000 34.754 0.232 150.0 0.082 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41:S10.001 4.519 0.030 150.0 0.000 0.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:41: S9.003 4.944 0.022 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S11.000 7.459 0.050 150.0 0.000 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.004 4.500 0.020 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.005 30.279 0.101 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.006 19.977 0.067 300.0 0.170 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S9.007 31.940 0.106 300.0 0.000 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S5.007 7.462 0.015 500.0 0.089 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42: S5.008 25.572 0.003 9001.0 0.000 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.000 25.580 0.128 200.0 0.037 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S13.000 7.000 0.050 140.6 0.135 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.001 14.462 0.072 200.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S14.000 22.627 0.151 150.0 0.039 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.002 21.952 0.146 150.0 0.028 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S12.003 61.110 0.204 300.0 0.406 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:42:S15.000 36.424 0.243 150.0 0.155 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.004 26.885 0.054 500.0 0.049 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.005 23.138 0.046 500.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S16.000 34.249 0.228 150.0 0.023 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.006 51.492 0.103 500.0 0.070 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S17.000 2.783 0.014 200.0 0.150 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S17.001 10.482 0.048 220.0 0.000 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S12.007 16.140 0.032 500.0 0.000 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S18.000 68.558 1.139 60.2 0.236 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S19.000 43.007 1.412 30.5 0.024 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S18.001 44.850 0.747 60.0 0.054 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S20.000 73.635 0.335 220.0 0.157 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:43:S21.000 28.863 0.195 148.0 0.278 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.001 25.211 0.072 350.0 0.006 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S22.000 28.863 0.144 200.0 0.000 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.002 61.203 0.122 500.0 0.104 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S23.000 25.038 0.167 150.0 0.046 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.003 23.736 0.047 500.0 0.018 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S24.000 9.623 1.151 8.4 0.047 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S20.004 44.737 0.089 500.0 0.008 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.008 5.134 0.010 500.0 0.160 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.009 5.134 0.010 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.010 7.371 0.015 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S12.011 149.216 0.017 9001.0 0.000 0.00 0.0 0.600 o 1200 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S25.000 13.444 0.090 150.0 0.002 5.00 0.0 0.600 o 150 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:44:S25.001 47.844 0.159 300.0 0.109 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.002 45.119 0.150 300.0 0.069 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.000 45.406 0.151 300.0 0.069 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.001 45.119 0.150 300.0 0.058 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S26.002 17.573 0.059 300.0 0.030 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.003 47.673 0.268 177.6 0.078 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S27.000 40.942 0.273 150.0 0.027 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S28.000 15.641 0.104 150.0 0.025 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S27.001 40.529 0.270 150.0 0.143 0.00 0.0 0.600 o 300 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.004 9.176 0.031 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.005 5.653 0.019 300.0 0.030 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.006 5.653 0.019 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.007 6.117 0.020 300.0 0.000 0.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S25.008 162.573 0.018 9001.0 0.000 0.00 0.0 0.600 o 1200 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S1.008 20.812 0.042 500.0 0.413 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:45:S1.009 78.294 0.157 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.010 70.715 0.141 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46:S29.000 39.085 0.130 300.0 0.381 5.00 0.0 0.600 o 375 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.011 5.855 0.012 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:46: S1.012 33.056 0.066 500.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:47: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:48: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:49: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:50: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:51: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:52: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:53: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:54: PIPELINE SCHEDULES for PR-Storm

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:54: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:55: Minimum Outlet Pipe Diameter (mm) 300

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:58: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:60: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:61: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:62: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:63: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:65: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:67: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:68: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:69: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:70: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:72: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:74: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:75: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:76: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:77: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:79: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:81: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:82: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:83: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:84: Water Surcharged Flooded Pipe

R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:89: Inspect banksides, structures, pipework etc for evidence of

R-2023-0253-RMM-1425_PL118_B - ERF Roof Plan.pdf:1: Pipe Bridge

R-2023-0253-RMM-RootRain-Urban.pdf:2: Pipe: polypropylene

R-2023-0253-RMM-RootRain-Urban.pdf:2: Pipe: Black

R-2023-0253-RMM-HSL-230331154925-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2023-0253-RMM-HSL-230331154925-321-FinalOutcome.pdf:1:Major hazard sites/pipelines are subject to the requirements of the Health and Safety at Work etc. Act 1974,

R-2023-0253-RMM-1425_PL103_C - Access and Circulation.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL100_B - Site Location Plan.pdf:1: Pipeline

R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:9: alba, purple sandpiper Calidris maritima, redshank Tringa totanus and Sandwich tern

R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:15:4.19 Information presented on the APIS website for the SSSI indicates that purple sandpiper is associated

R-2023-0253-RMM-1425_PL132_C - Vehicle Swept Path Analysis_Weighbridge to IBA and Ammonia - Articulated Tanker.pdf:1: Store Area Pipe Bridge

R-2023-0253-RMM-1425_PL302_F - Proposed ERF East Elevation.pdf:1: Fuel Bunker IBA Conveyor Openings Turbine Pipe Bridge Openings

R-2023-0253-RMM-1425_PL134_C - Vehicle Swept Path Analysis_Car Park - Visitors Coach and Cars.pdf:1: Store Area Pipe Bridge Large Car

R-2023-0253-RMM-50134216_1_CEMP.pdf:15: course, land or underground strata. Associated pipework shall be

R-2023-0253-RMM-50134216_1_CEMP.pdf:15: points and tank overflow pipe outlets discharge downwards into the bund

R-2023-0253-RMM-50134216_1_CEMP.pdf:33:BTC/SCP Pipeline and Associated Facilities (8 permanently manned Pumping Stations, Sangachal

R-2023-0253-RMM-50134216_1_CEMP.pdf:33:Expansion (FEED & Detailed Design) and NRGP Pipeline (concept).

R-2023-0253-RMM-50134216_1_CEMP.pdf:33:BTC/SCP Pipelines and Associated Facilities (8 permanently manned Pumping Stations including

R-2023-0253-RMM-50134216_1_CEMP.pdf:33: gas pipeline; and a Community Leaflet for Pipeline Right of Way Access Strategy (Azerbaijan).

R-2023-0253-RMM-50134216_1_CEMP.pdf:34:BTC/SCP Pipelines Project and Associated Facilities (Detailed Design and Construction)

R-2023-0253-RMM-1425_PL130_C - Vehicle Swept Path Analysis_Weighbridge to Tipping Hall - Articulated and RCV.pdf:1: Store Area Pipe Bridge

R-2021-0943-CD-DECISION NOTICE.pdf:7:CATS Pipeline

R-2021-0943-CD-DECISION NOTICE.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0943-CD-DECISION NOTICE.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:7: conveyor at the extreme downstream end jetty), a live electrical substation and pipework

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:32: o Any open pipes will be capped to prevent animals gaining access.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:32: o All excavations and pipe systems will be checked at the start of each working day.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60: surrounding by a perforate pipe and a suitable grade of clean stone.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:62:• Daily Visual Inspection for leaking pipes / taps / valves.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:62:in taps, worn valves and corroded or damaged pipework.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:84: jetty), a live electrical substation and pipework.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90: Demolition Metals Mixed metals – building cladding/pipework/cables 17 04 07 1,500

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90: Demolition Plastics DPC/ Pipework / Coverings 17 02 03 Choose an item.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90: Mixed metals – electrical and plumbing waste/pipe offcuts/stud wall Off-site recycling

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90:Construction Plastics Hard Plastics/Pipe offcuts/ wrapping protection materials 17 02 03 1

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:113: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:162: at the extreme downstream end jetty), a live electrical substation and pipework which previously

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:189: o Any open pipes will be capped to prevent

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:190: o All excavations and pipe systems will be

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:7: conveyor at the extreme downstream end jetty), a live electrical substation and pipework

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:32: o Any open pipes will be capped to prevent animals gaining access.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:32: o All excavations and pipe systems will be checked at the start of each working day.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60: surrounding by a perforate pipe and a suitable grade of clean stone.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:62:• Daily Visual Inspection for leaking pipes / taps / valves.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:62:in taps, worn valves and corroded or damaged pipework.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:84: jetty), a live electrical substation and pipework.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90: Demolition Metals Mixed metals – building cladding/pipework/cables 17 04 07 1,500

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90: Demolition Plastics DPC/ Pipework / Coverings 17 02 03 Choose an item.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90: Mixed metals – electrical and plumbing waste/pipe offcuts/stud wall Off-site recycling

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90:Construction Plastics Hard Plastics/Pipe offcuts/ wrapping protection materials 17 02 03 1

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:113: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:161: o Any open pipes will be capped to prevent

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:162: o All excavations and pipe systems will be

R-2021-0397-PND-63262_Cover letter PDF_May 2021.PDF:2:Mist Pipebridges and Racks with associated Services; and

R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:3: 13. Mist Pipebridges and Racks with associated Services

R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:22: basement pipework to be fully decontaminated, following this the concrete floor will then

R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:22: broken out via a breaker attachment, the supports legs will also be broken out, all pipework will

R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:23:Remote Demolition of the Low Level Pipebridges

R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:23: • Following completion of any preparatory works to isolate the pipebridge, it will be demolished

R-2021-0397-PND-officer report.pdf:1:Mist Pipebridges and Racks with associated Services; and

R-2021-0397-PND-SBCO-ATK-SBK-ZZ-DR-C-0001_Prior Approval (002).PDF:1: PIPEBRIDGE

R-2020-0598-FF-0598 sabic.pdf:1:Please note the planning application enquiry above will not affect SABIC Cross Country Pipeline apparatus.

R-2020-0598-FF-0598 sabic.pdf:1:Pipeline Administration Co-ordinator

R-2020-0598-FF-0598 sabic.pdf:1:Cross Country Pipelines

R-2020-0598-FF-Officer report _R20200598FF.pdf:2:SABIC Cross Country Pipeline

R-2020-0598-FF-Officer report _R20200598FF.pdf:2:The planning application will not affect the SABIC Cross Country Pipeline

R-2020-0598-FF-R20200598FF RBC Planning Response.pdf:1:The CATS pipelines have been built according to, and are managed subject to, the Health and Safety

R-2020-0598-FF-R20200598FF RBC Planning Response.pdf:1:at Work Act (1974) and the associated Regulations including The Pipelines Safety Regulations 1996

R-2020-0598-FF-R20200598FF RBC Planning Response.pdf:1:For more information on the associated businesses and pipelines and to contact us with the further

R-2020-0598-FF-R20200598FF RBC Planning Response.pdf:1:CATSpipeline@woodplc.com

R-2020-0598-FF-email.pdf:1:From: CATS Pipeline CATSpipeline@woodplc.com

R-2020-0598-FF-email.pdf:1:Cc: CATS Pipeline

R-2020-0598-FF-email.pdf:1:Attachments: CAT-PPI-PRC-019.pdf; CAT-PRI-FRM-001.docx; eCon_Pipeline CATS.doc

R-2020-0598-FF-email.pdf:1:Conduct of operations proximate to the Central Area Transmission System (“CATS”) terminal and CATS pipelines

R-2020-0598-FF-email.pdf:1:CATS pipelines, that you have planned works within our area of interest. Any works or activity that have the potential

R-2020-0598-FF-email.pdf:1:to change the characteristics of the CATS pipeline corridor or present an immediate or latent threat to the CATS

R-2020-0598-FF-email.pdf:1:pipelines structural integrity within 50m of the CATS pipelines must be reviewed and assessed for safe working

R-2020-0598-FF-email.pdf:1:pipelines wayleaves or require to more generally assess the potential risk of such works to our operation. In the event

R-2020-0598-FF-email.pdf:1:that your works are within our area of interest but we consider that such works will not affect the CATS pipelines, we

R-2020-0598-FF-email.pdf:1:The CATS pipelines have been built according to, and are managed subject to, the Health and Safety at Work Act

R-2020-0598-FF-email.pdf:1:(1974) and the associated Regulations including The Pipelines Safety Regulations 1996 (PSR) and The Pressure

R-2020-0598-FF-email.pdf:1:Systems Safety Regulations 2000 (PSSR). The operator of the CATS terminal and the CATS pipelines is a member of

R-2020-0598-FF-email.pdf:1:UKOPA, LSBUD and Linesearch. For more information on the associated businesses and pipelines please the links

R-2020-0598-FF-email.pdf:1:To: CATS Pipeline CATSpipeline@woodplc.com

R-2020-0598-FF-email.pdf:4:The CATS Pipelines referred to below were constructed and are operated under the terms of the

R-2020-0598-FF-email.pdf:4:Pipelines Act 1962 and Pipeline Safety Regulations 1996. They are owned by CATS Parties and

R-2020-0598-FF-email.pdf:4:operated by Wood UK Ltd. The Pipelines are essential links in the transportation of Natural Gas,

R-2020-0598-FF-email.pdf:4:customers. This booklet provides general guidance on working close to these pipelines and answers

R-2020-0598-FF-email.pdf:4:The pipelines in this booklet are:

R-2020-0598-FF-email.pdf:4: • PL-774 36” High pressure gas pipeline transporting offshore natural gas from

R-2020-0598-FF-email.pdf:4: • PL-937 6” Condensate export pipeline transporting condensate 2.87km from

R-2020-0598-FF-email.pdf:4: • PL-938 6” Condensate export pipeline transporting condensate 2.45km from

R-2020-0598-FF-email.pdf:4: • CAT-Pipeline-04 6” Propane pipeline transporting propane 1.09km from the CATS

R-2020-0598-FF-email.pdf:4: • CAT-Pipeline-05 6” Butane pipeline transporting butane 1.09km from the CATS

R-2020-0598-FF-email.pdf:4: Construction Images of the 36” pipeline routing through South Tees industrial sites

R-2020-0598-FF-email.pdf:5:The day to day management of activities within the pipeline wayleave is implemented at the CATS

R-2020-0598-FF-email.pdf:5:Terminal. The pipeline wayleave being defined as the 3.5m to 7.5m wide strip of land either side of

R-2020-0598-FF-email.pdf:5:the CATS pipeline. The width varies depending on the landowner and location of the pipeline, for

R-2020-0598-FF-email.pdf:5:requirement by the pipeline operator that if you plan any works within 50m of the pipeline you must

R-2020-0598-FF-email.pdf:5:contact us to receive confirmation the pipeline will be unaffected by your work.

R-2020-0598-FF-email.pdf:5:is within 50m of CATS pipelines. It’s also important to note that this free service also notifies you of

R-2020-0598-FF-email.pdf:5:It is important that any notifiable activities are brought to the CATS pipelines team attention to start

R-2020-0598-FF-email.pdf:5:Email address: CATSpipeline@woodplc.com

R-2020-0598-FF-email.pdf:6:pipeline routes to ensure the continued safe operation of CATS underground pipelines.

R-2020-0598-FF-email.pdf:6:The greatest threat to CATS pipelines is accidental damage resulting from 3rd party works and in this respect

R-2020-0598-FF-email.pdf:6:CATS Terminal also approves and directly supervises all works that may impact upon pipelines and request

R-2020-0598-FF-email.pdf:6:notification of any proposed works within 50m of a pipeline that could move within the pipeline wayleave.

R-2020-0598-FF-email.pdf:6:result in potential damage to the CATS pipelines.

R-2020-0598-FF-email.pdf:6:keep people and underground pipelines safe. If you are not sure if the minimum searches or notifications have

R-2020-0598-FF-email.pdf:6:It is always good practice to keep a pack of responses from those pipeline operators you have contacted at your

R-2020-0598-FF-email.pdf:6:consultation process and can proceed with your works. Pipeline operators often challenge works in close

R-2020-0598-FF-email.pdf:6:proximity to pipelines and this information will be helpful to confirm you have received the required approvals.

R-2020-0598-FF-email.pdf:7:close to the pipeline that could affect pipeline integrity including ditching or fencing should be notified

R-2020-0598-FF-email.pdf:7:conditions or restrictions needed to protect the pipeline will be advised.

R-2020-0598-FF-email.pdf:7:No work should start near a CATS pipeline until a short consultation has taken place. CATS

R-2020-0598-FF-email.pdf:7:representative may request a site meeting to locate and peg out the route of the pipeline for your

R-2020-0598-FF-email.pdf:7:Pipelines document number: CAT-PPI-PRC-020 for more information.

R-2020-0598-FF-email.pdf:7:Q. What do CATS pipelines carry?

R-2020-0598-FF-email.pdf:7: • The 36” CATS pipeline (PL-774) transports high pressure natural gas 411.84km (404km

R-2020-0598-FF-email.pdf:7: • Onshore 6” Condensate export pipeline (PL-937) transporting natural gas condensate 2.87km

R-2020-0598-FF-email.pdf:7: • Onshore 6” Condensate export pipeline (PL-938) transporting natural gas condensate 2.45km

R-2020-0598-FF-email.pdf:7: • Onshore 6” Propane pipeline (CAT-Pipeline-04) transporting Propane 1.09km from the CATS

R-2020-0598-FF-email.pdf:8: • Onshore 6” Butane pipeline (CAT-Pipeline-05) transporting Butane 1.09km from the CATS

R-2020-0598-FF-email.pdf:8:the CATS pipeline engineers have the design information to advise you of what is acceptable before

R-2020-0598-FF-email.pdf:8:environment from any potential pipeline incident. Operators can’t monitor the entire pipeline route 24

R-2020-0598-FF-email.pdf:8:hours per day, so they mark the pipeline route and provide the public with free services to ensure they

R-2020-0598-FF-email.pdf:8:A. CATS pipeline operators follow UKOPA guidance for a 50m notification distance between your

R-2020-0598-FF-email.pdf:8:proposed works to the Pipeline. Marker Posts are not always directly above the pipeline and we’ll

R-2020-0598-FF-email.pdf:8:people and the safe operation of our pipeline. The operators initially respond within 24 hours and aim

R-2020-0598-FF-email.pdf:9:A. Depending on the nature of your works the CATS Pipeline owner may want to enter into a

R-2020-0598-FF-email.pdf:9:Q. Can’t you just have one set of rules for the entire pipeline length?

R-2020-0598-FF-email.pdf:9:of land where the pipeline is more protected. Therefore, we commit more review time at no cost to

R-2020-0598-FF-email.pdf:9:Q. How long have the pipelines been operational?

R-2020-0598-FF-email.pdf:9:A. The 36” CATS pipeline operating safely and continuously since its installation in 1993. The export

R-2020-0598-FF-email.pdf:9:Q. How do I know where a pipeline is located across my land?

R-2020-0598-FF-email.pdf:9:A. All pipelines are clearly identified at crossings (road, rail and river) by markers and with aerial

R-2020-0598-FF-email.pdf:9:markers. However, do not assume that the pipeline is routed in a direct line between the markers. If

R-2020-0598-FF-email.pdf:9:pipeline is.

R-2020-0598-FF-email.pdf:9:Q. How deep are the pipelines?

R-2020-0598-FF-email.pdf:9:depths, the CATS pipelines may be below this point and without confirming with CATS terminal you

R-2020-0598-FF-email.pdf:9:could strike a pipeline.

R-2020-0598-FF-email.pdf:9:conditions that might be needed to protect the pipeline. Then when you are about to start a job, we

R-2020-0598-FF-email.pdf:10:can accurately mark the position of the pipeline and supervise any operations close to it to ensure

R-2020-0598-FF-email.pdf:10:A. Any physical damage to the pipeline may result in a major incident. It must be inspected to check

R-2020-0598-FF-email.pdf:10:Q. Are maps and pipeline route details available?

R-2020-0598-FF-email.pdf:10:A. Yes, the route of CATS pipelines can be provided on various scale Ordnance Survey maps in

R-2020-0598-FF-email.pdf:10:and Northern number set, and we can make a bespoke map for your work that includes our pipelines

R-2020-0598-FF-email.pdf:10:A. The Pipelines Safety Regulations 1996 place a duty on pipeline operators to supply information on

R-2020-0598-FF-email.pdf:10:the existence and whereabouts of their pipelines. We are always looking for new ways to raise

R-2020-0598-FF-email.pdf:10:awareness of the pipelines.

R-2020-0598-FF-email.pdf:11:Please note: Shut down all working plant and machinery in the vicinity of a pipeline strike (within 350

R-2020-0598-FF-email.pdf:11:N.B. IN THE EVENT OF A CATS PIPELINE LEAK OCCURRING OBSERVE THE ABOVE

R-2020-0598-FF-email.pdf:11: 36” Gas Pipeline Explosion, North Texas June 7, 2010

R-2020-0598-FF-email.pdf:12: Provide a list of all reference material provided to support this application, pass them to the pipelines team if

R-2020-0598-FF-email.pdf:13: Excavations within 50m of pipeline, without any physical barrier such as fence lines or YES YES

R-2020-0598-FF-email.pdf:13: Excavations within pipeline wayleave YES No

R-2020-0598-FF-email.pdf:13: Lifting operations above wayleave (either above or below ground CATS pipeline) YES No

R-2020-0598-FF-email.pdf:13: Hot work within wayleave (either above or below ground CATS pipeline) YES No

R-2020-0598-FF-email.pdf:13: Pressure Test and / or Exclusion zone in close proximity to CATS pipelines YES No

R-2020-0598-FF-email.pdf:13: Increase/decrease in land drainage within 50m of CATS pipeline YES No

R-2020-0598-FF-email.pdf:13: Changes in the level of cover over a buried pipeline YES No

R-2020-0598-FF-email.pdf:13: Interference with Pipeline equipment such as MP, CP posts, BVS YES No

R-2020-0598-FF-email.pdf:13: New buildings or storage within 50m of CATS pipeline YES No

R-2020-0598-FF-Decision Notice_R20200598FF.pdf:2:CATS Pipeline

R-2020-0598-FF-Decision Notice_R20200598FF.pdf:2:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0598-FF-Decision Notice_R20200598FF.pdf:2:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0598-FF-Northern Gas.pdf:1: Information with regard to such pipes should be obtained from the owners. The information shown on

R-2020-0598-FF-Northern Gas.pdf:1: pipes, valves, siphons, stub connections, etc., are not shown but their presence should be

R-2020-0598-FF-Northern Gas.pdf:2: Stay safe near our pipes

R-2020-0598-FF-Northern Gas.pdf:2: North East and Northern Cumbria with our pipes running the

R-2020-0598-FF-Northern Gas.pdf:3:gas Infrastructure (pipes etc) by of our pipes on site. has a copy of our site plan Tree planting

R-2020-0598-FF-Northern Gas.pdf:3:electronic tracers. HSG47 Avoiding Danger from roots can cause damage to gas pipes

R-2020-0598-FF-Northern Gas.pdf:3: or other structures over, around or under a gas pipe.

R-2020-0598-FF-Northern Gas.pdf:3: Never lay equipment along or above a gas pipe.

R-2020-0598-FF-Northern Gas.pdf:3: diameter of the gas pipe (whichever is the greater) between - sand must be well-graded in accordance with BS EN 1260:2002

R-2020-0598-FF-Northern Gas.pdf:3: drawings showing the line and width of the proposed works 0.5 metres of a low or medium pressure pipe and

R-2020-0598-FF-Northern Gas.pdf:3: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.

R-2020-0598-FF-Northern Gas.pdf:4: or protective pipe coatings.

R-2020-0598-FF-Northern Gas.pdf:4: gas pipe.

R-2020-0598-FF-Northern Gas.pdf:5: This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Date 28/10/2020

R-2020-0598-FF-Northern Gas.pdf:5: Gas pipes owned by other GTs, or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the

R-2020-0598-FF-Northern Gas.pdf:5: relevant owners. The information shown on this plan is given without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, Grid Ref 457442 / 523954

R-2020-0598-FF-Northern Gas.pdf:5: 0 75 must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used. It is your

R-2020-0598-FF-Northern Gas.pdf:6:If you or one of your contractors plan to work near gas pipes or other Northern Gas Networks’s

R-2020-0598-FF-Northern Gas.pdf:6:Damaging gas pipes is danagerous and potentially expensive. Not only could it lead to a fire or

R-2020-0598-FF-Northern Gas.pdf:6:encapsulated in the Pipeline Safety Regulations, and by the Northern Gas Networks’s safety case,

R-2020-0598-FF-Northern Gas.pdf:6: 1. Safe working in the vicinity of high pressure gas pipelines and associated installations

R-2020-0598-FF-Northern Gas.pdf:6: 2. Avoiding injury when working near gas pipes up to 7 bar

R-2020-0598-FF-Northern Gas.pdf:6: 3. Avoiding injury when working near gas pipes

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BT Openreach Underground X Redundant BOC Oxygen Pipeline Site Potable Water wide development consultation Fire Fighting Water

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: Fuel Oil Pipeline easement

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Oxygen Pipeline 11kV Electricity (Site) X NWL Abandoned Sewer Pressure Gas Pipeline Existing Concrete C

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Nitrogen Pipeline 3.3kV/ 440v Electricity (Site) Effluent Pipeline TPEP Pipeline Mains (Voltage unknown)

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Hydrogen Pipeline Northern Gas Network Fibre Optic Cables CATS Pipeline SS 11kv Substation

R-2020-0598-FF-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: Portable Water Natural Gas Pipeline Columns

R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-1077-CD-ApplicationFormRedacted.pdf:1:- North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-1077-CD-21156 FHA v1.PDF:11: underwater pipe which was not maximum with but smooth/not perceptible section of the watercourse. Along the

R-2021-1077-CD-21156 FHA v1.PDF:11: this pipe is. unknown but likely to of scrub and bramble.

R-2021-1077-CD-21156 FHA v1.PDF:12: an underwater pipe to ditch 4 maximum with but smooth/not perceptible peripheral reed beds.

R-2021-1077-CD-21156 FHA v1.PDF:12: what diameter this pipe is. unknown but likely to

R-2021-1077-CD-21156 FHA v1.PDF:14: gates to minimise the risk of upstream movement given the small diameter of the pipes

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:type of water supply pipes or the long-term protection of water supply as part of the redevelopment.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:bgl a clay pipe of 12-inch diameter was identified. At the same depth a black tar with a ‘hydrocarbon’ odour

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:50: Slotted Standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:50: Standpipe Piezometer

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: piezometer standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH102 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH103 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH104 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH105 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH106 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH107 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: piezometer standpipe Advanced through

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57: slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH109 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:UK_BH110 slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:66: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:67: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: (3) 1No. 19mm diameter piezometer standpipe and

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: 1No. 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: (3) 1No. 19mm diameter piezometer standpipe and

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: 1No. 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:77: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter piezometer standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:77: and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:78: (3) 1No. 19mm diameter piezometer standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:78: and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:81: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:82: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: (4) 50mm diameter standpipe installed between

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: (4) 50mm diameter standpipe installed between

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:86: (4) 50mm diameter standpipe installed between

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:87: (4) 50mm diameter standpipe installed between

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: within the pipe.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:165: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: running 90 degrees. Engineer notes pipe probably runs through

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: cobble and boulder content and fragments of metal, metal pipe and

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221:1.00 B4 plastic pipe. Gravel is fine to coarse subangular to subrounded and

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:224: PRAIRIE_AUK_TP137 - Clay Pipe

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:302: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:308: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:311: content and fragments of metal and scaffold pipes. Sand is fine to

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: (Pipe bedding).

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:364: at c.0.60m BGL … loose broken piece of 6“ pipe containing black

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:408: (Engineer notes possible pipe bedding).

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:411: content and fragments of metal and pipe. Sand is fine to coarse.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:452: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:498: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:499: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:501: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:502: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:503: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1382: (0.60) pipes, girders and rebar 20mm. Gravel is coarse angular and

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: at c.0.40m BGL … 6” cast iron pipe at southern end of pit running

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1391:2.50 B10 (1.10) corner to NW corner of pit inside a 6“ clay pipe conduit, 2No. 3”

R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:84:additional drainage from the road enters the beck through a pipe.

R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:15: sandpiper (Calidris maritima) and

R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:15: sandpiper and turnstone.

R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:19:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: tank heating and pipeline tracing.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:34: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:39: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:40: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: towers, conveyors and pipelines in addition to production and storage facilites.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: distribution pipelines (North).

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58:  Teeside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:78: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:79: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: overhead pipes, cranes, chimneys, and subways (Central)

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:90: the pipeline

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: water subsequent to degradation of water supply pipe

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: and accumulation of gases. Degradation of water supply pipe

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: plastic pipes

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: plastic pipes

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Services Direct contact with water pipes Tainting of water Unlikely

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2020-0318-FFM-Prairie Site, Desk Based Heritage Assessment.PDF:5: of partial pipes and occasional buildings survive, most notably adjacent to the northern boundary

R-2020-0318-FFM-Prairie Site, Desk Based Heritage Assessment.PDF:5: where the subway to the north side of the Tees Valley Railway continues to carry pipework.

R-2020-0318-FFM-Prairie Site, Desk Based Heritage Assessment.PDF:12: relatively complete. Further partial pipe gantries and fragments of stanchions are present but are

R-2020-0318-FFM-Phase II ESA.PDF:21:section of the well pipe indicating the phreatic surface rests above the upper surface of the mudstone itself. It

R-2020-0318-FFM-Phase II ESA.PDF:26: Prairie_AUK_TP114 (0.9m bgl) Made Ground Tar noted within and surrounding a clay pipe

R-2020-0318-FFM-Phase II ESA.PDF:26: Prairie_AUK_TP175 (0.6mbgl) Made Ground Tar noted within and surrounding a clay pipe

R-2020-0318-FFM-Phase II ESA.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature

R-2020-0318-FFM-Phase II ESA.PDF:53:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0318-FFM-Phase II ESA.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0318-FFM-Phase II ESA.PDF:53:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0318-FFM-Phase II ESA.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in

R-2020-0318-FFM-Phase II ESA.PDF:53:water supply pipe, or barrier pipe or similar could be used.

R-2020-0318-FFM-Phase II ESA.PDF:64: Metal pipe

R-2020-0318-FFM-Phase II ESA.PDF:120: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 12“ diameter.

R-2020-0318-FFM-Phase II ESA.PDF:147: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2020-0318-FFM-Phase II ESA.PDF:170: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2020-0318-FFM-Phase II ESA.PDF:200: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2020-0318-FFM-Phase II ESA.PDF:200: cobble and boulder content and fragments of metal, metal pipe and

R-2020-0318-FFM-Phase II ESA.PDF:200:1.00 B4 plastic pipe. Gravel is fine to coarse subangular to subrounded and

R-2020-0318-FFM-Phase II ESA.PDF:200:1.60 J6 at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-Phase II ESA.PDF:200: (1.45) at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-Phase II ESA.PDF:200: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2020-0318-FFM-Phase II ESA.PDF:203: PRAIRIE_AUK_TP137 - Clay Pipe

R-2020-0318-FFM-Phase II ESA.PDF:255: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2020-0318-FFM-Phase II ESA.PDF:265: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2020-0318-FFM-Phase II ESA.PDF:268:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2020-0318-FFM-Phase II ESA.PDF:280: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2020-0318-FFM-Phase II ESA.PDF:286: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2020-0318-FFM-Phase II ESA.PDF:289: content and fragments of metal and scaffold pipes. Sand is fine to

R-2020-0318-FFM-Phase II ESA.PDF:292: (Pipe bedding).

R-2020-0318-FFM-Phase II ESA.PDF:292: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2020-0318-FFM-Phase II ESA.PDF:295: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2020-0318-FFM-Phase II ESA.PDF:321: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2020-0318-FFM-Phase II ESA.PDF:321: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2020-0318-FFM-Phase II ESA.PDF:331: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2020-0318-FFM-Phase II ESA.PDF:340: at c.0.60m BGL … loose broken piece of 6” pipe containing black

R-2020-0318-FFM-Phase II ESA.PDF:343: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2020-0318-FFM-Phase II ESA.PDF:384: (Engineer notes possible pipe bedding).

R-2020-0318-FFM-Phase II ESA.PDF:387: content and fragments of metal and pipe. Sand is fine to coarse.

R-2020-0318-FFM-Phase II ESA.PDF:404: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2020-0318-FFM-Phase II ESA.PDF:404: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2020-0318-FFM-Phase II ESA.PDF:404: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2020-0318-FFM-Phase II ESA.PDF:427: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2020-0318-FFM-Phase II ESA.PDF:462: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-Phase II ESA.PDF:463: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-Phase II ESA.PDF:464: standpipe and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-Phase II ESA.PDF:465:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:466: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:467: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:468: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:469: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:470: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:471: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:473: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:474:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:475: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:476: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:477: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:478: (3) 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:479: (3) 1No. 19mm diameter piezometer standpipe and

R-2020-0318-FFM-Phase II ESA.PDF:479: 1No. 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:480: (3) 1No. 19mm diameter piezometer standpipe and

R-2020-0318-FFM-Phase II ESA.PDF:480: 1No. 50mm diameter slotted standpipe installed to

R-2020-0318-FFM-Phase II ESA.PDF:481: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter piezometer standpipe

R-2020-0318-FFM-Phase II ESA.PDF:481: and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-Phase II ESA.PDF:482: (3) 1No. 19mm diameter piezometer standpipe

R-2020-0318-FFM-Phase II ESA.PDF:482: and 1No. 50mm diameter slotted standpipe

R-2020-0318-FFM-Phase II ESA.PDF:484: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:485: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:486: (3) 50mm diameter slotted standpipe installed

R-2020-0318-FFM-Phase II ESA.PDF:488: (4) 50mm diameter standpipe installed to 20.80m

R-2020-0318-FFM-Phase II ESA.PDF:489: (4) 50mm diameter standpipe installed to 20.80m

R-2020-0318-FFM-Phase II ESA.PDF:490: (4) 50mm diameter standpipe installed to 20.80m

R-2020-0318-FFM-Phase II ESA.PDF:491: (4) 50mm diameter standpipe installed to 20.80m

R-2020-0318-FFM-officer report.pdf:1:industrial pipeline, part of the Coke Ovens Gas Main, is present above ground

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:  Redundant pipework is likely to be encountered within the excavations which may be

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:  Oxygen pipeline; and

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:  Water supply pipeline

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: Calidris pugnax, Sanderling Calidris alba, Purple Sandpiper Calidris

R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:72: • Any pipes should be capped when not in use (especially at night) to

R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:87:Asset to be aware of, pipe crossing the

R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:88:Closer look at the pipe asset to be

R-2021-0924-CD-Decision Notice 0357.pdf:12:CATS Pipeline

R-2021-0924-CD-Decision Notice 0357.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0924-CD-Decision Notice 0357.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0924-CD-ApplicationFormRedacted.pdf:1:- North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0729-CD-Decision Notice.pdf:12:CATS Pipeline

R-2021-0729-CD-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0729-CD-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-00017_S2_P01 - Emission Points.pdf:1: Pipelines

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-000010_S2_P07 PHASE_4 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-00008_S2_P07 PHASE_2 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Cn Pipe Gantry

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: hW t Pipe Gantry

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: AD Pipe Gantry

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Pipe Gantry eG

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Pipe Lines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Pipe in concrete ETL

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Pipelin

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: cement materials or shards of pipe. If excavating in the vicinity of these abandoned asbestos cement materials, the appropriate Health & Safety precautions should be taken. 25 m

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:5: Northumbrian Water accepts no liability in respect of claims, costs, losses or other liabilities which arise as the result of the presence of the pipes or any failure to take adequate precautions.

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-00005_S2_P05 GA Site Red Line Boundary.pdf:1: Pipelines

R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:3: • associated above ground pipework protected from accidental damage

R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:3: • below ground pipework having no mechanical joints, except at inspection hatches and have

R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: an overflow pipe approximately 420 m east of the site which discharges into Dabholm Gut. The asset

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26: pathway. However, a potential pathway does exist through permeation of drinking water pipes and

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:27: Scheme (WRAS) approved barrier water supply pipes (Ref. 14.11 and Ref. 14.12). Consequently, in the

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:33: and water pipes

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:34:Ref 14.11: UK Water Industry Research (2011). Guidance for the Selection of Water Supply Pipes to be used in

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:35:Ref. 14.12: Water Regulations Advisory Scheme (2002). Information and Guidance Note 9-04-03. Laying Pipes

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-00007_S2_P07 PHASE_1 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:2: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:4: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:6: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:8: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:10: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 5 - Phasing Plan.pdf:12: Pipelines

R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:11: Services Selection of appropriate construction materials and water pipes

R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:24: refinery included tanks, chimneys, pipelines a fire station and other ancillary structures. The refinery

R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:39:3.32. Between the buildings and various items of plant is a network of pipe rack structures and conveyor

R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:79: • The proximity to the proposed H2 network and CCUS pipelines and offshore storage facilities.

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:4:47 4.4 Gas pipelines 0 0 0 0 -

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:49:4.4 Gas pipelines

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:49:High pressure underground gas transmission pipelines.

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:88:1 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:88: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-000016_S2_P05 PHASE_6 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:18: farms). A pipeline crosses site east to west in the south.

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:20:1980’s. The refinery included tanks, chimneys, pipelines a fire station and other ancillary

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:27:land, pipelines and terminal Infrastructure to the north, a sewage works to the north and northeast

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:28:  In the northern tank plot areas in the north of the site all tanks and pipe work were to

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:28: pump slabs were to be broken out as well as any precast sleepers, cast insitu pipe

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:38: Permeation of drinking water pipes and ingestion

R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:2: • associated above ground pipework protected from accidental damage

R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:2: • below ground pipework having no mechanical joints, except at inspection hatches and have

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:8:piped network discharges via two identified outfalls to the north of the site.

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:Across the impermeable areas of the site, surface runoff discharges off-site via a piped network, to the

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:off-site piped network. Interceptors are located off-site, between the site and the outfall.

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:perforated pipe near the base of the filter drain conveys the water into the wider site drainage system.

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-000011_S2_P07 PHASE_5 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-807912-WOOD-XX-XX-DR-C-00009_S2_P07 PHASE_3 Phasing Plan.pdf:1: Pipelines

R-2023-0291-ESM-ES Vol 1 Chapter 8 Ecology.pdf:20: for mammals - block open pipes to stop mammals entering them.

R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7:the River Tees by a pipe thereby allowing some intertidal exchange.

R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:61: Development will include process equipment buildings, access and maintenance platforms, pipe racks,

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: commercial/industrial water pipes and Previous investigations identified Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: ingestion hydrocarbon contamination of shallow appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: commercial/industrial water pipes and Previous investigations identified Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: ingestion hydrocarbon contamination of shallow appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: commercial/industrial water pipes and There is no information on the quality of Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: ingestion site drinking water. appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: commercial/industrial water pipes and Made Ground at the former marshalling Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: ingestion yards is a potential source of appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: commercial/industrial water pipes and The depot has been hardstanding The depot is unlikely to have been

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: commercial/industrial water pipes and The BOC works is upgradient of the Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: ingestion site and is a potential source of appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: commercial/industrial water pipes and The Kimera chemical works are Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: ingestion potentially upgradient of the site and is appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: commercial/industrial water pipes and Both sources are potentially upgradient Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: ingestion of the site and are potential sources of appropriate pipe materials will be

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: commercial/industrial water pipes and The source is potentially upgradient of Further investigation and

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: ingestion the site appropriate pipe materials will be

R-2023-0291-ESM-SOL_23_P016_GLR Ventilation and Extraction Statement.pdf:4: Pipelines

R-2023-0291-ESM-HSL-230413142132-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2023-0291-ESM-HSL-230413142132-321-FinalOutcome.pdf:1:Major hazard sites/pipelines are subject to the requirements of the Health and Safety at Work etc. Act 1974,

R-2021-0905-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0905-CD-Decision Notice.pdf:12:CATS Pipeline

R-2021-0905-CD-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0905-CD-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:38: sandpiper (Calidris maritima) and

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:38: sandpiper and turnstone.

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:42:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:146:additional drainage from the road enters the beck through a pipe.

R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14: • All tank discharge pipes, valves and trigger guns will be contained securely within the bund when not

R-2022-0746-CD-Decision Notice (4).pdf:12:CATS Pipeline

R-2022-0746-CD-Decision Notice (4).pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0746-CD-Decision Notice (4).pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26: Redundant pipework is likely to be encountered within the excavations which may act as

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2022-0096-CD-Decision Notice.pdf:12:CATS Pipeline

R-2022-0096-CD-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0096-CD-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0096-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines;

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 2).pdf:2:Landfilled material, tanks, and pipelines

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15: 1 No. 25mm diameter slotted standpipe and 5.00 and 1.50-5.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15: 1 No. 50mm diameter slotted standpipe 15.00 10.00-15.00

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15: 1 No. 25mm diameter slotted standpipe and 4.00 and 1.00-4.00 and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15: 1 No. 50mm diameter slotted standpipe 12.30 7.00-12.30

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:At the time of writing this report AEG had not been instructed to add any lengths of pipe to the installations

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:26: Slotted Standpipe

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:26: Standpipe Piezometer

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:31: standpipe and 1No. 50mm diameter slotted standpipe

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:32: standpipe and 1No. 50mm diameter slotted standpipe

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:33: 13.00 - 14.00 Water 90 slotted standpipe and 1No. 50mm diameter slotted

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:33: 14.00 - 15.00 Water 100 standpipe installed to between 3.50-5.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:34: slotted standpipe and 1No. 50mm diameter slotted

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:34: standpipe installed to between 3.50-5.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:38: diameter slotted standpipe and 1No. 50mm diameter

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:38: slotted standpipe installed to between 1.00-4.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:39: standpipe and 1No. 50mm diameter slotted

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:39: standpipe installed to between 1.00-4.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:40: standpipe and 1No. 50mm diameter slotted

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:40: standpipe installed to between 1.00-4.00m and

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:39: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:40: SP = Standpipe - SPIE = Standpipe Piezometer.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:42: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:43: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:44: See attached Calibration Certificate for Model No. and any other details. SP = Standpipe - SPIE = Standpipe Piezometer. (P) = Peak - (S) = Steady - (D) = Decline.

R-2022-0237-CD-Decision Notice R 2021 0166 FFM.pdf:4:CATS Pipeline

R-2022-0237-CD-Decision Notice R 2021 0166 FFM.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0237-CD-Decision Notice R 2021 0166 FFM.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:etc.) on buried water pipes. Given the presence of slag deposits within the Made Ground the potential for

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:pipes. This is in line with the findings presented within Arcadis 2018b [Redcar Steelworks-AUK-XX-XX-RP-GE-

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:Therefore, additional testing should be carried along the route of any proposed new water supply pipe, or barrier

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:pipe or similar could be used.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32:4. Barrier pipe should be considered for any proposed new water supply pipes laid in Made Ground, or addi-

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32: tional data collection completed to verify if soil can be managed sufficiently to avoid the need for such pipe

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21: • Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:There is the potential for utilities to be crossing the site including gas pipes, water pipes and electrical

R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:15:canutus, ruff Calidris pugnax, sanderling Calidris alba, purple sandpiper Calidris maritima,

R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:15:wetlands of the site, while ringed plover, knot, sanderling, purple sandpiper and Sandwich

R-2021-0608-PND-19931630_1.pdf:1: WORKSHOPS, STATION COGM AND HFO PIPELINES AND GANTRIES

20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf:1: pipework associated with Tees water abstraction;

20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:13: electrical substation and pipework which previously abstracted water from the Tess estuary

20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:13: as well as the pipe work feeding the pumping station would be removed by using vibration

MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:associated conveyor at the downstream end), a live electrical substation on the hinterland, pipework which

MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:5: at the extreme downstream end jetty), a live electrical substation and pipework which previously

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: SUB-RIVER PIPE TUNNEL

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe Gantry

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: lm Pipe Gantry

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: RO Pipe Gantry

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipeline Stone Bol

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe L Twr SM

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Shingle Pipelines Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipeline

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: Pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipe Line nd

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline da

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipelines Mean High Water

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipe Line

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: 1035 Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: Pipeline

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:17:The live electrical substation, conveyor and pipework (associated with the pumping station) which are to be

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:There is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the proposed scheme.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:However, the proposed scheme has been designed to ensure that works are not required above the pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:20:tunnels and therefore no disaster risk (e.g. due to destabilising) associated with the pipe tunnels is

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:15: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:15: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: SUB-RIVER PIPE TUNNEL

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: lm Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: RO Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipeline Stone Bol

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe L Twr SM

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Shingle Pipelines Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:22:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipe Line nd

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipeline da

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipelines Mean High Water

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipe Line

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:30:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:30:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:182:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:182: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:Oil depot tanks and pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:198: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:198: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:235:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:256: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:267: o Any open pipes will be capped to prevent animals gaining access; and

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:267: o All excavations and pipe systems will be checked at the start of each working day.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:280: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:280:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:283:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:283:Purple sandpiper 61 36 45 26 55 45

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:286: sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:321:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:352:electrical substation and pipework associated with the pumping station), these buildings and structures are

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:358:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:410:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:475:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:475:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:525: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:556: purple sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:556: • Purple sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:600:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • There are also pipelines which run along the riverbank and it is understood that the oil depot was

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: once served by the adjacent jetty, it is therefore anticipated that oil pipelines run between the oil

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • Five quayside heavy duty oil tanks and associated structures and pipework (R/2020/0281/PND).

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Excavation of underground utilities and pipework Infrastructure.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:16:The proposed scheme (and consequently the dredging requirements) has been designed to avoid the pipe

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:Glass – substation building Underground utilities and pipework Hazardous waste electrical and

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Underground utilities and pipework Infrastructure

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:A check will be carried out before any underground utilities and pipework connections are required to be

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Any pipework that was used to transport hazardous substances (for example oil, associated with the oil

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:depot) should have a decommissioning plan, which explored flushing out the pipes prior to decommissioning

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:and appropriate measures to ensure no hazardous material is released when the pipes are removed.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Another potential option will be to cap the pipelines and then to remove the pipe in sections. This will have

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:28:Plastic ducting and pipework will be assessed to determine whether it will be suitable for recycling, or for

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:29:to cause leaks. Valves, stopcocks and pipes should be regularly checked for leakages. Fuelling activities

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:59: major accident hazard site or pipeline. The HSE suggested submitting a pre-application enquiry to them to seek early reassurance that the development

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:65:There is a series of pipe tunnels that cross under the Tees estuary and therefore any impact on these

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:65:However, the pipe tunnels are located downstream of the proposed scheme footprint and therefore no

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: PIPE CROSSING

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Pipeline Stone

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:68: Shingle Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:pipelines which run along the riverbank and it is understood that the oil depot was once served by the

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:adjacent jetty; it is therefore anticipated that oil pipelines run between the oil depot and jetty.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: There are four pipelines running from the Eston Sheet and Galvanising Works located 200m south

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: Pipelines are also shown further north refinery and a kiln and chimney is labelled to the east.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: There are pipelines travelling from the site tanks and a tar well.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: pipes. The surface watercourse to the south of

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:265: Pipelines are also shown to run parallel to Mill

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: Pipelines are shown to run from the south

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: a pipeline running west to east across the site.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: heating and pipeline tracing.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: pipes which ran parallel to the river on the south

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:266: site of the access road. The pipes originated

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267: A pipeline is shown running west from the oil a conveyor, towers, selling tanks and another tank. This

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:2010 (OS Map No significant change. A pipe tunnel is shown running from the northern bank

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Oil depot tanks and pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:and oil depot tanks and pipelines (adjacent to

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: water supply Low Risk permeate through plastic pipes.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: pipes

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: permeation of Moderate to permeate through plastic pipes. Wood remediation

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: pipes installed.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Low Risk from the pipelines within the vicinity of the site. The

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279:Oil tanks and pipelines from oil vapours. users during

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: oil depot (on and off site) and associated pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279:Leakages from pipelines Leaching,

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: pipes

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: unsaturated Pollution of Low Risk the tanks or pipework.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: pipes

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: pipes

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: pipes

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Decommissioning of the oil depot and associated pipework, on-site sub-stations and Riverside

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Consideration should be given to protection of potable water supply pipes following UK Water

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: Research Document ‘Guidance for the Selection of Water Supply Pipes to be used on Brownfield

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: PIPE CROSSING

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Pipeline Stone

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:291: Shingle Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:15: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:15: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: SUB-RIVER PIPE TUNNEL

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: lm Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: RO Pipe Gantry

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipeline Stone Bol

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe L Twr SM

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Shingle Pipelines Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: Pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipe Line nd

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline da

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipelines Mean High Water

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipe Line

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: Pipeline

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:30:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:30:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:182:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:182: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:Pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:Oil depot tanks and pipelines

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:198: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:198: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:235:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:256: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:267: o Any open pipes will be capped to prevent animals gaining access; and

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:267: o All excavations and pipe systems will be checked at the start of each working day.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:280: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:280:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:283:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:283:Purple sandpiper 61 36 45 26 55 45

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:286: sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:321:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:352:electrical substation and pipework associated with the pumping station), these buildings and structures are

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:410:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:475:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:475:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:525: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:556: purple sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:556: • Purple sandpiper

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:600:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:197: • The two pipelines within the project area were discussed. Vessels do not

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:197: • NTM would prevent people using anchors near to the pipelines.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: There is a pipeline corridor (containing multiple major accident hazard

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: pipelines), the South Tees Linklines, lies under the dredge area at the

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: downstream end of the site. SM is unaware of the depth of the pipelines

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:198: • Risk of damaging pipeline during dredging operations.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:199: Pipeline under river downstream of the turning area:

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:200: • Channel dredge goes over the top of two pipeline tunnels, depth

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:202: Emergency Planning Unit commented on the pipeline tunnel

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: and pipework which previously abstracted water from the Tees estuary associated with the

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: pumping station. In addition, it has been assumed that underground utilities and pipework

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:and three jetty structures located immediately downstream. In addition, a series of pipes are present within

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the

MLA_2020_00507-APPLICATION-FORM.pdf:15:Wharf, pipelines associated with the pumping station and a range of smaller

MLA_2020_00507-Licence Document (Marine)-14.pdf:7: the existing dilapidated South Bank Wharf, pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:15: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:15: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: SUB-RIVER PIPE TUNNEL

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe Gantry

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: lm Pipe Gantry

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: RO Pipe Gantry

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipeline Stone Bol

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe L Twr SM

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Shingle Pipelines Pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipeline

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:17: Pipe

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:22:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipeline

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipe Line nd

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipeline da

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipelines Mean High Water

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipeline

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipe Line

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: Pipeline

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:30:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:30:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:182:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:182: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:Pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:Oil depot tanks and pipelines

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:198: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:198: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:235:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:256: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:267: o Any open pipes will be capped to prevent animals gaining access; and

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:267: o All excavations and pipe systems will be checked at the start of each working day.

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:280: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:280:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:283:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:283:Purple sandpiper 61 36 45 26 55 45

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:286: sandpiper

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:321:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:352:electrical substation and pipework associated with the pumping station), these buildings and structures are

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:358:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:410:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:475:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:475:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:525: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:556: purple sandpiper

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:556: • Purple sandpiper

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:600:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:9: major accident hazard site or pipeline. The HSE suggested submitting a pre-application enquiry to them to seek early reassurance that the development

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:15:There is a series of pipe tunnels that cross under the Tees estuary and therefore any impact on these

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:15:However, the pipe tunnels are located downstream of the proposed scheme footprint and therefore no

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: PIPE CROSSING e

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: Pipelines

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: Pipeline Stone

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:18: DESIGN DREDGE LEVEL -11.0mCD Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: POLYPIPE RIGIDGRAIN TWIN

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: WALLED PIPE OR EQUAL CONCRETE

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 100mm LAYERS FACE OF PIPE COLLAR

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 50mm GRANOLITHIC POLYPIPE RIGIDRAIN OR

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: MAIN PIPE

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:15:underwater pipe and vessel sources such as the inboard pump, thrusters, propeller and engine noise

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: and pipework which previously abstracted water from the Tees estuary associated with the

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: pumping station. In addition, it has been assumed that underground utilities and pipework

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:9: major accident hazard site or pipeline. The HSE suggested submitting a pre-application enquiry to them to seek early reassurance that the development

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:15:There is a series of pipe tunnels that cross under the Tees estuary and therefore any impact on these

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:15:However, the pipe tunnels are located downstream of the proposed scheme footprint and therefore no

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: PIPE CROSSING

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Pipeline Stone

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:18: Shingle Pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:8: Non- sandpiper, redshank and Sandwich tern, and an assemblage of over 20,000 non-

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:8: sandpiper and sandwich tern mostly use the open coast. Redshank are widespread

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: SUB-RIVER PIPE TUNNEL

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: lm Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: RO Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipeline Stone Bol Tank

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe L Twr SM

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Shingle Pipelines Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipeline

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: Pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:5: at the extreme downstream end jetty), a live electrical substation and pipework which previously

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: SUB-RIVER PIPE TUNNEL

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: lm Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: RO Pipe Gantry

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipelines

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipeline Stone Bol

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe L Twr SM

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Shingle Pipelines Pipelines

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipeline

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: Pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipe Line nd

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline da

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipelines Mean High Water

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipe Line

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: 1035 Pipelines

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: Pipeline

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:17:The live electrical substation, conveyor and pipework (associated with the pumping station) which are to be

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:There is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the proposed scheme.

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:However, the proposed scheme has been designed to ensure that works are not required above the pipe

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:20:tunnels and therefore no disaster risk (e.g. due to destabilising) associated with the pipe tunnels is

R-2020-0684-ESM-DECISION NOTICE.pdf:7:CATS Pipeline

R-2020-0684-ESM-DECISION NOTICE.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0684-ESM-DECISION NOTICE.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1387_P01 Mechanical Services.pdf:1: BS EN 545 CLASS 40 CONCRETE SUPPORT 1 / 3 PIPE DIAMETER MINIMUM SIDE

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipe Line nd

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline da

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipelines Mean High Water

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipe Line

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: 1035 Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: Pipeline

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:14:Pipelines Approximately four pipelines recorded on the 1952 to1953 map which run from the pumping

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:14: station to the wharf. On the maps dated 1964 to 1968 the pipelines are shown to run from the

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:Oil depot tanks and pipelines An oil depot comprising five circular storage tanks is recorded as being partially on site on the

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15: and pipeline tracing. The report also indicates that the oil storage depot was fed by a series of

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:Pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:Oil depot tanks and pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:13: red knot, ruff, sanderling Calidris alba, purple sandpiper Calidris

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:24: o Any open pipes will be capped to prevent animals gaining access; and

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:24: o All excavations and pipe systems will be checked at the start of each working day.

R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: end), a live electrical substation on the hinterland and pipework which previously abstracted

R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • There are also pipelines which run along the riverbank and it is understood that the oil depot was

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: once served by the adjacent jetty, it is therefore anticipated that oil pipelines run between the oil

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • Five quayside heavy duty oil tanks and associated structures and pipework (R/2020/0281/PND).

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Excavation of underground utilities and pipework Infrastructure.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:15:The proposed scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:Glass – substation building Underground utilities and pipework Hazardous waste electrical and

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Underground utilities and pipework Infrastructure

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:A check will be carried out before any underground utilities and pipework connections are required to be

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Any pipework that was used to transport hazardous substances (for example oil, associated with the oil

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:depot) should have a decommissioning plan, which explored flushing out the pipes prior to decommissioning

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:and appropriate measures to ensure no hazardous material is released when the pipes are removed.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Another potential option will be to cap the pipelines and then to remove the pipe in sections. This will have

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:27:Plastic ducting and pipework will be assessed to determine whether it will be suitable for recycling, or for

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:28:to cause leaks. Valves, stopcocks and pipes should be regularly checked for leakages. Fuelling activities

R-2020-0684-ESM-EP CL.pdf:1:with subsequent tanks and pipelines, a former benzole plant and associated tanks

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:67: • The two pipelines within the project area were discussed. Vessels do not

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:67: • NTM would prevent people using anchors near to the pipelines.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: There is a pipeline corridor (containing multiple major accident hazard

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: pipelines), the South Tees Linklines, lies under the dredge area at the

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: downstream end of the site. SM is unaware of the depth of the pipelines

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:68: • Risk of damaging pipeline during dredging operations.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:69: Pipeline under river downstream of the turning area:

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:70: • Channel dredge goes over the top of two pipeline tunnels, depth

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:72: Emergency Planning Unit commented on the pipeline tunnel

R-2020-0684-ESM-Officer Report 0684.pdf:13:substations, oil depot with subsequent tanks and pipelines, a former benzole

R-2020-0684-ESM-Officer Report 0684.pdf:23:the application site or adjacent to it. These include made ground, pipeline, oil

R-2020-0684-ESM-Officer Report 0684.pdf:23:depot tanks and pipes and various other bits of plant and associated

R-2020-0684-ESM-Officer Report 0684.pdf:26:substations, oil depot with subsequent tanks and pipelines, a former benzole

R-2020-0684-ESM-Officer Report 0684.pdf:59: removal of the piles supporting the jetties and wharf and pipework

R-2020-0684-ESM-Officer Report 0684.pdf:89:It is however recognised that there are a series of pipe tunnels that cross

R-2020-0684-ESM-Officer Report 0684.pdf:89:ensure that works are not required above the pipe tunnels and therefore no

R-2020-0684-ESM-Officer Report 0684.pdf:89:disaster risk associated with the pipe tunnels is envisaged.

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:6: purple sandpiper

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:6: • Purple sandpiper

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:and three jetty structures located immediately downstream. In addition, a series of pipes are present within

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:Pipelines

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:As the proposed development is within the Consultation Distance of a major hazard pipeline you should

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:consider contacting the pipeline operator before deciding the case. There are two particular reasons for this:

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3: The operator may have a legal interest (easement, wayleave etc.) in the vicinity of the pipeline. This may

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:restrict certain developments within a certain proximity of the pipeline.

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3: The standards to which the pipeline is designed and operated may restrict occupied buildings or major

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:traffic routes within a certain proximity of the pipeline. Consequently there may be a need for the operator to

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:modify the pipeline, or its operation, if the development proceeds.

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:outcome of any consultation you may have with the pipeline operator.

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:4:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2020-0684-ESM-HSL-210211145122-321-FinalOutcome.pdf:4:pipelines is as follows:

R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:2: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:13:Thomsen, F., Lüdemann, K., Kafemann, R. and Piper, W. (2006). Effects of offshore windfarm noise on

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_24. Disaster risk.pdf:1:It is recognised that there is a series of pipe tunnels that cross under the Tees estuary in the vicinity of the

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_24. Disaster risk.pdf:1:required above the pipe tunnels and therefore no disaster risk associated with the pipe tunnels is envisaged.

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:4: • C7 Landside works not already consented, such as removal of surface laid pipework to pumping

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:11: sanderling, purple sandpiper Calidris maritima, redshank and Sandwich tern; and,

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:11:ten species (shelduck, shoveler, gadwall, ringed plover, knot, ruff, sanderling, purple sandpiper, redshank

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:14:while ringed plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:14:Purple sandpiper 61 36 45 26 55 45

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:17: sandpiper

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:pipelines which run along the riverbank and it is understood that the oil depot was once served by the

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:adjacent jetty; it is therefore anticipated that oil pipelines run between the oil depot and jetty.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: There are four pipelines running from the Eston Sheet and Galvanising Works located 200m south

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: Pipelines are also shown further north refinery and a kiln and chimney is labelled to the east.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: There are pipelines travelling from the site tanks and a tar well.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: pipes. The surface watercourse to the south of

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:19: Pipelines are also shown to run parallel to Mill

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: Pipelines are shown to run from the south

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: a pipeline running west to east across the site.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: heating and pipeline tracing.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: pipes which ran parallel to the river on the south

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:20: site of the access road. The pipes originated

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21: A pipeline is shown running west from the oil a conveyor, towers, selling tanks and another tank. This

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:2010 (OS Map No significant change. A pipe tunnel is shown running from the northern bank

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Oil depot tanks and pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28:and oil depot tanks and pipelines (adjacent to

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: water supply Low Risk permeate through plastic pipes.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: pipes

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: permeation of Moderate to permeate through plastic pipes. Wood remediation

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: pipes installed.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Low Risk from the pipelines within the vicinity of the site. The

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33:Oil tanks and pipelines from oil vapours. users during

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: oil depot (on and off site) and associated pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33:Leakages from pipelines Leaching,

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: pipes

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: unsaturated Pollution of Low Risk the tanks or pipework.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: pipes

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: pipes

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: pipes

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:electricity substations, oil depot tanks and pipelines, tanks to the east of the pumping station which have

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Decommissioning of the oil depot and associated pipework, on-site sub-stations and Riverside

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Consideration should be given to protection of potable water supply pipes following UK Water

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: Research Document ‘Guidance for the Selection of Water Supply Pipes to be used on Brownfield

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: SUB-RIVER PIPE CROSSING ARE TO BE CONFIRMED

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: SUB-RIVER PIPE CROSSINGS AND RESULTS IN A

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: PIPE CROSSING e

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: Pipelines

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: Pipeline Stone

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:45: DESIGN DREDGE LEVEL -11.0mCD Pipelines

R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: end), a live electrical substation on the hinterland and pipework which previously abstracted

R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: scheme (and consequently the dredging requirements) has been designed to avoid the pipe

R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:27:5.44 The live electrical substation, conveyor and pipework (associated with the pumping station)

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:1: • Five quayside heavy oil tanks and associated structures and pipework (R/2020/0281/PND). RCBC

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:1: • Pumping station (excluding the pipework which previously abstracted water from the Tees estuary).

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:conveyor at the downstream end), a live electrical substation on the hinterland, pipework which previously

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:assumed that underground utilities and pipework Infrastructure would need to be grubbed out / excavated /

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: SUB-RIVER PIPE TUNNEL

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe Gantry

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: lm Pipe Gantry

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: RO Pipe Gantry

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipeline Stone Bol

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe L Twr SM

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Shingle Pipelines Pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipeline

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: Pipe

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:avoid the pipe tunnels which cross underneath the Tees estuary downstream of the proposed quay, as well

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipe Line nd

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline da

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipelines Mean High Water

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipe Line

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipelines

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: Pipeline

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:16:As noted earlier, the proposed scheme has been designed to avoid impacts to the pipe tunnels which are

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:16:known to cross underneath the Tees estuary. As dredging is not proposed to be undertaken above the pipe

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:19:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:14:electrical substation and pipework associated with the pumping station), these buildings and structures are

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:extreme downstream end the proposed scheme footprint and the pipework associated with the pumping

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:19:pipe, as well as sound sources from the vessel, such as inboard pump, thrusters, propeller and engine noise

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:14:large storage tanks, structures, stacks and pipework within extensive hardstandings. Several jetties project

R-2020-0684-ESM-RCBC scoping opinion.pdf:5:pipeline.

R-2021-0405-FFM-DECISION NOTICE.pdf:4:CATS Pipeline

R-2021-0405-FFM-DECISION NOTICE.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0405-FFM-DECISION NOTICE.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF:10:sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa totanus, Sandwich

R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF:10:freshwater wetlands of the site, while ringed plover, knot, sanderling, purple sandpiper and Sandwich

R-2021-0405-FFM-OFFICER REPORT.pdf:1:An industrial pipeline – the Heavy Fuel Oil line – is present above ground

R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF:2:An industrial pipeline – the Heavy Fuel Oil line – is present above ground running parallel to the south

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:9:running along the western boundary which formerly housed water pipes (now redundant) and a

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: Redundant pipework is likely to be encountered within the

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: redundant pipe work will be removed from the

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: feasible then residual pipework will be sealed at the edges

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: Redundant pipework is likely to be encountered within the

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: redundant pipe work will be removed from the

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: feasible then residual pipework will be sealed at the edges

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:26:  BOC pipelines to the East.

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:26:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2021-0268-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0268-CD-Decision Notice.pdf:12:CATS Pipeline

R-2021-0268-CD-Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0268-CD-Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:12:CATS Pipeline

R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:12:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:12:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:entering the foul network and blocking the pipework. The gatehouse located at the northern side of the

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7: Network Area(ha) Largest Pipe Dia. Peak Outfall Discharge Notes

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7:The foul water system pipe sizing and requirements are subject to detailed design following

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: NOTE: PIPE DIAMETERS AND GRADIENTS TO BE ACCURACY & SUITABILITY OF THE ORIGINAL INFORMATION 4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL DIMENSI

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: Total Pipe Volume (m³) = 191.918

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.000 52.000 0.173 300.0 0.000 5.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.001 50.000 0.167 300.0 1.576 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.002 80.000 0.267 300.0 1.363 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.003 70.000 0.233 300.0 0.075 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.004 58.605 0.219 267.4 0.066 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 2.000 58.300 0.259 225.0 0.803 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.001 26.175 0.116 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.002 11.792 0.052 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.003 90.000 0.400 225.0 0.191 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.004 17.677 0.079 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 1.005 50.390 1.819 27.7 0.083 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:14: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:15: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:16: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:17: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:18: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:19: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:20: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: Total Pipe Volume (m³) = 205.974

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.000 70.000 0.233 300.0 1.233 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.001 70.000 0.233 300.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 2.000 60.000 0.512 117.1 0.821 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.002 38.682 0.129 300.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.003 70.000 0.156 450.0 1.930 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.004 41.002 0.091 450.0 0.145 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.005 58.370 0.130 450.0 0.710 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 3.000 30.000 0.805 37.3 0.418 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.006 16.000 0.036 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.007 12.105 0.027 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 4.000 60.000 0.794 75.6 0.091 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 4.001 46.130 0.383 120.4 0.107 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.008 12.242 0.027 453.4 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:23: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:23: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:25: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:27: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:29: Water Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: Total Pipe Volume (m³) = 382.648

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: « - Indicates pipe capacity < flow

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.000 58.466 0.130 450.0 0.529 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.001 72.952 0.162 450.0 0.277 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.002 80.000 0.178 450.0 0.261 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.003 81.398 0.181 450.0 0.300 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.000 90.000 0.400 225.0 0.484 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.001 80.000 0.356 225.0 0.266 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.002 15.767 0.212 74.3 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.004 4.500 0.010 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.005 4.500 0.010 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.000 30.000 0.067 450.0 1.428 5.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.001 80.000 0.178 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 4.000 23.000 1.317 17.5 1.370 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.002 64.734 0.144 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.003 60.000 0.133 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.004 65.266 0.145 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.000 103.300 0.459 225.0 2.766 5.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.001 10.651 0.047 225.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.002 73.947 0.594 124.6 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.006 12.199 0.027 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:32: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:32: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:35: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:37: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:39: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: Total Pipe Volume (m³) = 48.495

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 1.000 90.000 0.300 300.0 1.173 5.00 0.0 0.600 o 525 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 1.001 39.494 0.132 300.0 0.409 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.000 90.000 0.400 225.0 0.578 5.00 0.0 0.600 o 375 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.001 10.606 0.047 225.2 0.121 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.002 16.000 0.515 31.1 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:41: 1.002 5.000 0.017 300.0 0.212 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:41: 1.003 17.250 0.058 300.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:42: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:43: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:44: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:45: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:46: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:47: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:48: Surcharged Flooded Half Drain Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe Lin

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin ers West

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: 1680.0 Pipelin

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe Ga

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0679-CD-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: Pipeline

R-2022-0679-CD-ApplicationFormRedacted.pdf:2: * North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2022-0679-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: NOTE: PIPE DIAMETERS AND GRADIENTS TO BE ACCURACY & SUITABILITY OF THE ORIGINAL INFORMATION 4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL DIMENSI

R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:6:the buildings is to be crushed to a 6F2 specification and used to infill any voids or pipe

R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF:3:specification and used to infill any voids or pipe channels.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:10: Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor Final factual Report,

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:12:limestone and coal), pipelines and conveyors for transferring these products and localised storage of fuel.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:29:may pose a risk to built Infrastructure including new buildings, subsurface concrete and water supply pipes.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:56:48 4.4 Gas pipelines 0 0 0 0 -

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:100:18 31m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:100:19 32m E Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:101: 25 123m S Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:101: 28 245m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:102:4.4 Gas pipelines

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:102:High pressure underground gas transmission pipelines.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:135:2 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:136: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:137: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:334:pipeline in

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:10:limestone and coal), pipelines and conveyors for transferring these products and localised storage of fuel.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:12: 1981 handling, sinter plant and pellet plant in the south and conveyors for and pipelines.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:25:may pose a risk to built Infrastructure including new buildings, subsurface concrete and water supply pipes.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:38:48 4.4 Gas pipelines 0 0 0 0 -

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:82:18 31m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:82:19 32m E Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:83: 25 123m S Pipe Gantry North Yorkshire, TS6 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:83: 28 245m E Pipe Gantry North Yorkshire, TS10 Travelling Cranes and Industrial Features

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:84:4.4 Gas pipelines

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:84:High pressure underground gas transmission pipelines.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:117:2 On site Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:118: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:119: Infrastructure - Pipelines, pylons and overhead cables. any transport proposal including road, rail and by

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:316:pipeline in

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: Pipe permeation in relation to new water supply pipes, if installed within the Made Ground,

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:13: pipeline corridor to the north of the Site.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:recommendations included consideration of barrier pipe for any proposed new water supply pipes laid in the

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:15: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor Final Factual Report, prepared

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17: vicinity of the pipeline corridor (AEG 2022), with investigations undertaken to assess the relationship

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:18:and coast in the vicinity of the pipeline corridor, given that this is hydraulically down-gradient of the Site (see

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:20:2.3.3 Off-Site: Site Specific Geology (Corridor pipeline)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:20:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29: sandpiper, shoveler, shelduck and gadwall);

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:30: pipe at 0.7m bgl

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:67:Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in relation

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:153: metal tube/pipe. Gravel is fine to coarse, angular to sub-

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:153: brick, wire and pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:198: metal fragments. 2 cables/pipes at 0.6m. Yellow slightly

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:198: slag. TP terminated due to pipes/cables.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:198: TP Terminated at 0.6m due to pipes / cables being discovered

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:208: (pipe?), wood and pottery fragments.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:209: Disused pipe, discontinuous. 1

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:219: fragments of plastic material, fragment of metal pipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:242: 200mm dia clayware pipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:243: brick. Some wood fragments and clayware tile/pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:257: sand, yellow sand, black gravelly sand around the pipes.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:257: 1.00 ES 2 cast iron pipes @0.6m (possibly waste). Rare roof 1

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:285: Concrete slab with rebar and pipes.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:285: wires. Large >2m sheets, pipes and beams.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:303: 0.50 - 1.00 ES diameter steel pipes observed. Concrete blocks and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:306: steel (500x400x60mm), rare iron pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:328: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:329:17/10/2017 15.00 14.00 200 7.26 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:330:13/10/2017 7.00 7.00 200 3.94 3.60 3.90 00:30 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:331: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:332: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:333:06/10/2017 1.00 1.00 250 Dry (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:334: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:335: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:336: 25.10 28.10 A/M 100 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:337: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:338: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:339: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:340: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:345: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:346:05/10/2017 15.00 14.90 200 6.07 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:347:10/10/2017 3.00 3.00 250 1.96 0.80 1.10 00:30 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:348: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:349: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:351: 6.10 6.30 00:30 (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:352: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:353: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:355:12/10/2017 5.00 5.00 250 4.10 4.00 4.80 03:00 6.00 19.10 (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:356: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:357: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:358: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:359: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:360: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:361: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:362: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:363: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:364: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:365: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:366: (4) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:383:24/10/2017 3.00 3.00 250 3.00 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:384: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:385: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:386: (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:387:10/11/2017 21.00 18.30 200 4.45 (3) 50mm diameter slotted standpipe installed to

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Standpipe Diameter: - mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:412: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked Draft Factual

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: and Onshore CO2 Export Pipeline Corridor, prepared by AEG and dated September 2021 and marked

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: at c.0.70m BGL … metal pipe. Surrounded by cobbles of metallic

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: insulate pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: Terminated at 0.70m BGL - due to encountering pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: encountering pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:443: MS\TP06A Pipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:456: 2.70 - 4.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:457: 11.70 - 13.20 178 100 Yes standpipes installed between 5.10-8.10m (diver

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:458: standpipes installed between 5.10-8.10m (diver

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:459: 19.10 - 20.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:460: 23.60 - 25.10 Water 100 slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:461: 28.10 - 29.60 Water 100 slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:462: slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:463: 33.80 - 35.30 Water 100 slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:464:01/07/2021 38.60 38.60 0.00 slotted standpipes installed between 5.10-8.10m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:514: 4.20 - 5.70 178 100 Yes standpipes installed between 1.20-2.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:515: standpipes installed between 1.20-2.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:516: 14.00 - 14.50 Water 100 slotted standpipes installed between 1.20-2.70m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:517: slotted standpipes installed between 1.20-2.70m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:518: slotted standpipes installed between 1.20-2.70m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:519: slotted standpipes installed between 1.20-2.70m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:520: slotted standpipes installed between 1.20-2.70m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:530:18/06/2021 2.70 2.70 178 Dry 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:531:21/06/2021 13.75 13.75 178 3.50 13.20 - 13.65 178 100 No standpipes installed between 2.00-5.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:532: 15.30 - 16.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:533: 19.80 - 20.50 Water 100 slotted standpipes installed between 2.00-5.00m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:534: 25.30 - 26.80 Water 100 slotted standpipes installed between 2.00-5.00m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:535: slotted standpipes installed between 2.00-5.00m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:536: slotted standpipes installed between 2.00-5.00m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:546: 2.70 - 4.20 178 60 Yes standpipes installed between 6.50-12.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:547:17/06/2021 14.70 14.70 178 4.20 11.70 - 13.20 178 100 Yes standpipes installed between 6.50-12.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:548:21/06/2021 15.00 15.00 0.00 18.30 S N17 15.80 - 16.30 Water 50 slotted standpipes installed between 6.50-12.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:549: 19.80 - 20.30 Water 70 slotted standpipes installed between 6.50-12.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:550: 25.00 - 26.00 Water 100 slotted standpipes installed between 6.50-12.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:551: slotted standpipes installed between 6.50-12.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:552: slotted standpipes installed between 6.50-12.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:583: 4.20 - 5.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:584: 13.20 - 14.70 178 100 Yes standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:585: standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:586:02/07/2021 19.10 19.10 0.00 17.10 - 17.60 Water 100 standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:587: 24.30 - 24.40 Water 100 standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:588:08/07/2021 28.40 26.20 6.10 26.20 - 27.70 Water 100 standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:589: standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:590: standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:591: standpipes installed between 1.70-4.60m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:603: 4.20 - 5.70 178 0 No standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:604:02/06/2021 14.70 14.70 178 7.20 13.20 - 14.70 178 100 Yes standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:605: 19.30 - 20.50 Water 100 standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:606: standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:607: 26.90 - 28.40 Water 0 standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:608: standpipes installed between 1.20-5.70m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:618: installation: 2 No. 50mm diameter slotted standpipes

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:619: installation: 2 No. 50mm diameter slotted standpipes

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:620: 15.50 - 17.00 Water 100 standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:621: 21.50 - 22.50 Water 100 standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:622: 24.50 - 25.90 Water 100 standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:623: 30.50 - 32.00 Water 100 standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:624: standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:625: standpipes installed between 1.70-4.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:656: 7.20 - 8.70 178 100 Yes standpipes installed between 1.20-4.40m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:657: standpipes installed between 1.20-4.40m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:658: 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:659: 21.90 - 23.00 Water 100 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:660: 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:661: 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:662: 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:663: 50mm diameter slotted standpipes installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:675: installation: 1 No. 50mm diameter slotted standpipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:675:04/06/2021 7.20 7.20 178 4.00 2.70 - 4.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:676: installation: 1 No. 50mm diameter slotted standpipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:676: 11.70 - 13.20 178 100 Yes and 1 No. 25mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:677: installation: 1 No. 50mm diameter slotted standpipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:677: and 1 No. 25mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:678: 18.10 - 18.90 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:678: 18.90 - 19.40 Water 100 standpipe installed between 18.20-20.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:679: 23.50 - 24.00 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:679: 24.00 - 25.20 Water 100 standpipe installed between 18.20-20.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:680: 28.20 - 29.50 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:680: standpipe installed between 18.20-20.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:681: 31.20 - 31.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:681: 31.70 - 33.20 Water 100 standpipe installed between 18.20-20.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:682:17/06/2021 35.70 35.70 4.67 35.30 - 35.70 Water 100 standpipe and 1 No. 25mm diameter slotted

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:682: standpipe installed between 18.20-20.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:694:28/06/2021 5.70 5.70 178 4.00 2.70 - 4.20 178 100 Yes standpipes installed between 6.50-9.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:695: standpipes installed between 6.50-9.50m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:696: slotted standpipes installed between 6.50-9.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:697: slotted standpipes installed between 6.50-9.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:698: slotted standpipes installed between 6.50-9.50m

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:706: (3) 50mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:707: (3) 50mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:708: (3) 50mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:709: (3) 50mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:710: (3) 50mm diameter slotted standpipe installed

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:719: 5.70 - 7.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:720: 14.70 - 16.20 178 100 Yes standpipes installed between 9.00-12.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:721: standpipes installed between 9.00-12.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:739: 2.70 - 4.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:740: 11.70 - 13.20 178 100 Yes standpipes installed between 2.00-5.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:741: 19.20 - 20.00 178 89 Yes standpipes installed between 2.00-5.00m and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Installation Type : 50mm Standpipe Method: Falling Head Test No: 1 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Installation Type : 50mm Standpipe Method: Rising Head Test No: 2 of 2

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759: G Standpipe or Piezometer

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:965: used to insulate pipe.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:11: Development Corporation (STDC) ‘Main Site’ And Onshore CO2 Export Pipeline Corridor Final

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:12:CATS Pipeline - The Central Area Transmission System pipeline, is a 36” (91cm) diameter gas pipeline

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:12:running from the North Sea and making landfall northeast of the site. The pipeline runs in a south-

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:12:southwest direction, parallel to and within 50 metres of the site’s eastern boundary. The pipeline started

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:19: cladding on buried pipe

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28: • Relic structures, including redundant pipework is likely to be encountered within the excavations

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28: be possible or feasible then residual structures / pipework considered to pose a significant risk

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29: • Oxygen pipeline;

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29: • CATS Pipeline;

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:potential for other utilities to be crossing the site including redundant gas pipes, water pipes and

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:48: CATPipeline DRG No: 110035117-AUK-XX-XX-DR-ZZ-0421-01-

R-2022-0435-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2020-0283-PND-C1096 Prairie Method Statement Demolition works.pdf:2: Pressurised tanks and pipelines

R-2020-0283-PND-C1096 Prairie Method Statement Demolition works.pdf:2: Coke oven gas pipe line

R-2020-0283-PND-C1096 Prairie Method Statement Demolition works.pdf:4: The pipe work attached to the top of the

R-2020-0283-PND-C1096 Prairie Method Statement Demolition works.pdf:7: • Coke Oven Gas Pipe Line

R-2020-0283-PND-Officer report.pdf:2:The proposal to demolish the vessels and associated pipework falls within the

R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: the new pipe line, set aside and re-used as backfill over the anchors.

R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:5:pipeline.

R-2019-0331-SCP-HSE.pdf:1:within a consultation zone around a major accident hazard site or pipeline.

R-2020-0679-PND-Officer Report.pdf:2:infill any voids or pipe channels. In terms of the restoration of the site it is

R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF:3:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:5:location of the water pipe will be fully communicated to all operatives and is defined in the Site Layout drawing.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:8:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18:  Back fill open trenches/pipe tracks with site won material;

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:entering the foul network and blocking the pipework. The gatehouse located at the northern side of the

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7: Network Area(ha) Largest Pipe Dia. Peak Outfall Discharge Notes

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7:The foul water system pipe sizing and requirements are subject to detailed design following

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: NOTE: PIPE DIAMETERS AND GRADIENTS TO BE ACCURACY & SUITABILITY OF THE ORIGINAL INFORMATION 4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL DIMENSI

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: Total Pipe Volume (m³) = 191.918

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.000 52.000 0.173 300.0 0.000 5.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.001 50.000 0.167 300.0 1.576 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.002 80.000 0.267 300.0 1.363 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.003 70.000 0.233 300.0 0.075 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 1.004 58.605 0.219 267.4 0.066 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:12: 2.000 58.300 0.259 225.0 0.803 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.001 26.175 0.116 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.002 11.792 0.052 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.003 90.000 0.400 225.0 0.191 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 2.004 17.677 0.079 225.0 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:13: 1.005 50.390 1.819 27.7 0.083 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:14: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:15: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:16: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:17: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:18: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:19: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:20: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: Total Pipe Volume (m³) = 205.974

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.000 70.000 0.233 300.0 1.233 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.001 70.000 0.233 300.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 2.000 60.000 0.512 117.1 0.821 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.002 38.682 0.129 300.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:21: 1.003 70.000 0.156 450.0 1.930 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.004 41.002 0.091 450.0 0.145 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.005 58.370 0.130 450.0 0.710 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 3.000 30.000 0.805 37.3 0.418 5.00 0.0 0.600 o 300 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.006 16.000 0.036 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.007 12.105 0.027 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 4.000 60.000 0.794 75.6 0.091 5.00 0.0 0.600 o 225 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 4.001 46.130 0.383 120.4 0.107 0.00 0.0 0.600 o 225 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:22: 1.008 12.242 0.027 453.4 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:23: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:23: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:25: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:27: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:29: Water Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: Total Pipe Volume (m³) = 382.648

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: « - Indicates pipe capacity < flow

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.000 58.466 0.130 450.0 0.529 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.001 72.952 0.162 450.0 0.277 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.002 80.000 0.178 450.0 0.261 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:30: 1.003 81.398 0.181 450.0 0.300 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.000 90.000 0.400 225.0 0.484 5.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.001 80.000 0.356 225.0 0.266 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 2.002 15.767 0.212 74.3 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.004 4.500 0.010 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.005 4.500 0.010 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.000 30.000 0.067 450.0 1.428 5.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.001 80.000 0.178 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 4.000 23.000 1.317 17.5 1.370 5.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.002 64.734 0.144 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.003 60.000 0.133 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 3.004 65.266 0.145 450.0 0.000 0.00 0.0 0.600 o 750 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.000 103.300 0.459 225.0 2.766 5.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.001 10.651 0.047 225.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 5.002 73.947 0.594 124.6 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:31: 1.006 12.199 0.027 450.0 0.000 0.00 0.0 0.600 o 900 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:32: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:32: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:35: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:37: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:39: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: Pipe Sizes STANDARD Manhole Sizes STANDARD

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: Total Pipe Volume (m³) = 48.495

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 1.000 90.000 0.300 300.0 1.173 5.00 0.0 0.600 o 525 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 1.001 39.494 0.132 300.0 0.409 0.00 0.0 0.600 o 525 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.000 90.000 0.400 225.0 0.578 5.00 0.0 0.600 o 375 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.001 10.606 0.047 225.2 0.121 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:40: 2.002 16.000 0.515 31.1 0.000 0.00 0.0 0.600 o 450 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:41: 1.002 5.000 0.017 300.0 0.212 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:41: 1.003 17.250 0.058 300.0 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:42: Pipe PIMP PIMP PIMP Gross Imp. Pipe Total

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:43: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:44: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:45: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:46: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:47: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:48: Surcharged Flooded Half Drain Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe Lin

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin ers West

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: 1680.0 Pipelin

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipelin

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe Ga

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: Pipe

R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: NOTE: PIPE DIAMETERS AND GRADIENTS TO BE ACCURACY & SUITABILITY OF THE ORIGINAL INFORMATION 4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL DIMENSI

R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:6:4.2.1.3 Silt build-up within the chambers sumps or pipes should be removed to compost or other

R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:9: NOTE: PIPE DIAMETERS AND GRADIENTS TO BE ACCURACY & SUITABILITY OF THE ORIGINAL INFORMATION 4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL DIMENSI

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:  Redundant pipework is likely to be encountered within the excavations which may be

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:  Oxygen pipeline; and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:  Water supply pipeline

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:20: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:20: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:22: tank heating and pipeline tracing.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:34: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:39: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:40: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:56: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:56: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:57: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:57: towers, conveyors and pipelines in addition to production and storage facilites.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: distribution pipelines (North).

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: Teeside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:78: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:79: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:82: overhead pipes, cranes, chimneys, and subways (Central)

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:84: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:90: the pipeline

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:91: water subsequent to degradation of water supply pipe

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:91: and accumulation of gases. Degradation of water supply pipe

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:93: Services Direct contact with water pipes Tainting of water Low Likelihood Moderate/low

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:93: plastic pipes

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: Services Direct contact with water pipes Tainting of water Low Likelihood Moderate/low

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: plastic pipes

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood Moderate/low

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:96: Services Direct contact with water pipes Tainting of water Unlikely Low

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:section of the well pipe indicating the phreatic surface rests above the upper surface of the mudstone itself. It

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:26: Prairie_AUK_TP114 (0.9m bgl) Made Ground Tar noted within and surrounding a clay pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:26: Prairie_AUK_TP175 (0.6mbgl) Made Ground Tar noted within and surrounding a clay pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:water supply pipe, or barrier pipe or similar could be used.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:64: Metal pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:27: Slotted Standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:27: Standpipe Piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH102 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH103 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH104 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH105 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH106 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH107 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: standpipe piezometer Advanced through

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34: slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH109 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:UK_BH110 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:38:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:39: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:40: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:41: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:42: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:43: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:44: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:46: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:47:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:48: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:49: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:50: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:51: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: 1No. 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: 1No. 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:54: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:54: and 1No. 50mm diameter slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:55: (3) 1No. 19mm diameter standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:55: and 1No. 50mm diameter slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:57: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:58: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:59: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:61: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:62: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:63: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:64: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: within the pipe.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:142: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: running 90 degrees. Engineer notes pipe probably runs through

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: and boulder content and fragments of metal, metal pipe and plastic

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198:1.00 B4 pipe. Gravel is fine to coarse subangular to subrounded and includes

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:201: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: ATK_TP_001 Cast iron pipe Undamaged

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: Cast iron pipe Undamaged None

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:149: pipe conduit Clay pipe - 152mm diameter)

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:161: Slotted Standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:161: Standpipe Piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: 6.66 1.70 at c.0.60m BGL … 610mm diameter cast iron pipe running 045

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: at c.0.40m BGL … 152mm diameter cast iron pipe at southern end of

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:192: diameter clay pipe conduit, 2No. 76mm diameter electric cables

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:201: (0.60) pipes, girders and rebar 20mm. Gravel is coarse angular and

R-2021-0879-FF-Decision Notice.pdf:3:CATS Pipeline

R-2021-0879-FF-Decision Notice.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0879-FF-Decision Notice.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Hydraulic conductivity testing was carried out in four selected monitoring standpipes PRAIRIE_AUK_BH101,

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Test Method. A mini-diver was installed in the standpipes prior to inserting the slug in order to continuously

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:50: Slotted Standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:50: Standpipe Piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH102 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH103 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH104 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH105 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH106 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH107 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: standpipe piezometer Advanced through

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57: slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH109 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:UK_BH110 slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: standpipe piezometer and 1No. 50mm diameter

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: slotted standpipe installed between 4.00-10.00m and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:61:14/04/2020 8.00 7.20 200 0.96 (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:62: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:63: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:64: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:65: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:66: 17.50 - 18.50 Water 100 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:67: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:69: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:70:20/04/2020 11.40 11.00 200 7.82 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:71: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:72: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:73: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:74: (3) 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: 1No. 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: (3) 1No. 19mm diameter standpipe piezometer and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: 1No. 50mm diameter slotted standpipe installed to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:77: 12.00 - 13.00 W 50 (3) 1No. 19mm diameter standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:77: and 1No. 50mm diameter slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:78: (3) 1No. 19mm diameter standpipe piezometer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:78: and 1No. 50mm diameter slotted standpipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:80: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:81: 7.80 - 8.80 Water 80 (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:82: (3) 50mm diameter slotted standpipe installed

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:84: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:85: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:86: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:87: (4) 50mm diameter standpipe installed between

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: (1.85) at c.0.90m BGL … clay pipe running from Faces C to A, 300mm

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: within the pipe.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:165: fragments of wood and metal, pipes and wood sleeper. Gravel is fine

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: between c.1.00-1.10m BGL … 100mm diameter cast iron pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: running 90 degrees. Engineer notes pipe probably runs through

R-2021-0879-FF-Prairie Site, Desk Based Heritage Assessment.PDF:5: of partial pipes and occasional buildings survive, most notably adjacent to the northern boundary

R-2021-0879-FF-Prairie Site, Desk Based Heritage Assessment.PDF:5: where the subway to the north side of the Tees Valley Railway continues to carry pipework.

R-2021-0879-FF-Prairie Site, Desk Based Heritage Assessment.PDF:12: relatively complete. Further partial pipe gantries and fragments of stanchions are present but are

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: (0.50) with fragments of metal, metal pipes and plastic pipe. Gravel is fine

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: and boulder content and fragments of metal, metal pipe and plastic

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6:1.00 B4 pipe. Gravel is fine to coarse subangular to subrounded and includes

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.0.80m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.1.80m BGL … 150mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.2.00m BGL … 250mm diameter clay pipe running 315 degrees.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:9: PRAIRIE_AUK_TP137 - Clay Pipe

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:87: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:93: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:96: content and fragments of metal and scaffold pipes. Sand is fine to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: (Pipe bedding).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:149: at c.0.60m BGL … loose broken piece of 6“ pipe containing black

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:193: (Engineer notes possible pipe bedding).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:196: content and fragments of metal and pipe. Sand is fine to coarse.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:4: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:4: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of the site. environmentally sustainable.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: at c.2.20m BGL … 610mm diameter metal pipe (redundant) running

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: at c.2.00m BGL … 150mm diameter clay pipe (broken) at eastern end

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29:1.60 B5 at c.0.90m BGL … 100mm diameter cast iron pipe in western most

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:41: fragments of metal, girders, metal pipe, metal rope and metal sheets.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:47: content and fragments of metal, wire and metal pipe. Sand is fine to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:50: content and fragments of metal and scaffold pipes. Sand is fine to

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: (Pipe bedding).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: 7.41 1.50 at c.1.20m BGL … 150mm diameter clay pipe (broken).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: at c.0.80m BGL … 150mm diameter cast iron pipe (redundant) in

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: 460mm diameter cast iron pipes cast into the structure running N-S.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: Pipes are hollow (empty) and are voided beneath to a depth of 3.80m

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: 'Industrial water pipes'. Concrete obstruction was centered in the pit

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:103: at c.0.60m BGL … loose broken piece of 6” pipe containing black

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: (Engineer notes 150mm cast iron pipe broken and loose in pit).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:147: (Engineer notes possible pipe bedding).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:150: content and fragments of metal and pipe. Sand is fine to coarse.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: at c.0.50m BGL … 300mm diameter cast iron pipe running 000

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: at c.1.50m BGL … broken 150mm diameter clay pipe running 000

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: Saturated strata at 1.50m BGL (moderate inflow) - caused by broken pipe running

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:191: at c.0.50m BGL … 300mm cast iron pipe running 000 degrees.

R-2021-0879-FF-HSL-211026113637-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-0879-FF-HSL-211026113637-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2021-0879-FF-HSL-211026113637-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2021-0879-FF-HSL-211026113637-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:4:demolition c. Live pipe buildings. Prior to commencement Thompsons will liaise with

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:5:Residual a. Residual 2 2 4 Pipework has been flushed-through / decontaminated by STDC. 2 1 2 YES

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:5: pipelines All works on site will be controlled by a Permit to Work system.

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:5: cutting and removal of pipe sections operatives will wear RPE /

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:12: pipework, operatives will be advised to wear a face covering.

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:13:Stored Energy a – Personal Operatives 2 2 4 It should be considered that the release of tensioned springs, pipe hangers 1 1 1 YES

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:13: injury or pipework may result in the release of stored energy.

R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:13: spring, pipe hanger or cutting of any pipe.

R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: Pipeline

R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: Pipeline

R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0005_(S0-P1)_Location Plan (Reserved Matters).pdf:1: Pipeline

R-2022-0343-ESM-HSL-220504135839-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0028_(S0-P2)_Proposed Fence & Gate Details.pdf:1: Pipeline

R-2022-0343-ESM-ApplicationFormRedacted.pdf:2: * North East by Lackenby Channel drainage cut an gas pipelines, forming part of the Sembcorp utilities corridor;

R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the

R-2022-0343-ESM-Decision Notice.pdf:3:CATS Pipeline

R-2022-0343-ESM-Decision Notice.pdf:3:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0343-ESM-Decision Notice.pdf:3:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BT Openreach Underground X Redundant BOC Oxygen Pipeline Site Potable Water wide development consultation Fire Fighting Water

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: Fuel Oil Pipeline easement

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Oxygen Pipeline 11kV Electricity (Site) X NWL Abandoned Sewer Pressure Gas Pipeline Existing Concrete C

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Nitrogen Pipeline 3.3kV/ 440v Electricity (Site) Effluent Pipeline TPEP Pipeline Mains (Voltage unknown)

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: BOC Hydrogen Pipeline Northern Gas Network Fibre Optic Cables CATS Pipeline SS 11kv Substation

R-2020-0599-AD-STDC-SCW-XX-UTL-00011 Existing Utilities Sheet 1.PDF:1: Portable Water Natural Gas Pipeline Columns

R-2020-0411-FFM-Appendix 1.2 Statement of Expertise - formatted.pdf:4: power and Infrastructure projects, commercial buildings, pipeline, waste and solar schemes and a

R-2020-0411-FFM-Decision 0411.pdf:2: woodland and service lines and pipes,

R-2020-0411-FFM-Decision 0411.pdf:9:CATS Pipeline

R-2020-0411-FFM-Decision 0411.pdf:9:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0411-FFM-Decision 0411.pdf:9:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:9: reclamation, spoil tipping, railway land), tanks, pipelines and other processes associated with the

R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: sulphate attack on buried concrete and contaminants permeating water supply pipes.

R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: the use of ‘lined ‘barrier pipe’ and trenches backfilled with clean inert material for new utilities).

R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Infrastructure materials from soil of ‘barrier pipe’, etc.

R-2020-0411-FFM-R 20 0411 HSE.pdf:1:or a major accident hazard pipeline. Planning Authorities should use HSE's Planning Advice Web App to consult HSE

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:6: factor to discharge rate would, therefore, be the capacity of the gravity outfall pipe which would be

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:6: the opportunity for surface water storage to allow economic design of the outfall pipe and assist in

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7:3.4 Preliminary calculations hydraulic calculations assuming a 600mmØ outfall pipe have been

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7: pipe.

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8: 2: Sanitary pipework, layout and calculation’ (BSi, 2000). The network would accommodate foul

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:15: Proposed route of outfall pipe,

R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:20: Pipe Outflow Control

R-2020-0411-FFM-HSL-200827094204-321-FinalOutcome (1).pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2020-0411-FFM-HSL-200827094204-321-FinalOutcome (1).pdf:3:Unidentified Pipelines

R-2020-0411-FFM-HSL-200827094204-321-FinalOutcome (1).pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2020-0411-FFM-HSL-200827094204-321-FinalOutcome (1).pdf:3:pipelines is as follows:

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:1:REDCAR EFW FACILITY: OUTFALL PIPE

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:the route of an outfall pipe for the proposed Redcar Energy Centre (REC) within the Redcar Industrial Area.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:The location of the proposed development and the route of the potential outfall pipe, and survey area is

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:crosses the heavily modified shoreline where the potential outfall pipe will be located.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:The outfall pipe would be installed by a single excavator, which would excavate a trench approximately

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:900mm – 1500mm wide (subject to pipe width), install a steel drag box shutter, install bedding, lay 2.5m

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:lengths of precast concrete pipe 300mm – 900mm wide (subject to final design), install surround and backfill.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:4:Pipe installation would proceed at a rate of approximately 20m – 30m per day and the pipe would be

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:5:of the outfall pipe (as provided for the proposed development’s planning application) buffered by 50m.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:5:A small swamp / shallow wetland to the north of the survey area, 41m from the pipe route was assessed for

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:6:pipe route and the aggregate area these covered within the survey buffer.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:6:The pipeline route has been proposed through the area of lowest sensitivity, between two internal access

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:6:outfall pipe located (Photo 1). The outfall area comprises pebbles at the lower shoreline with boulders and

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:6:the northern extremity of the buffer, approximately 41m from the pipe route (Photo 4).

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:6:pipe. the survey area.

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:7: Photo 3: Buildings and bare ground within the survey area Photo 4: Area of wetland 41m to the north of the pipeline

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:8:separated from the pipeline route by

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:8:the west of the site where the outfall pipe will be located. An additional stand of Japanese rose was located

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:The proposed works involve the construction of an outfall pipe, discharging to the Tees Mouth. The

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:excavation for the pipeline would be approximately 0.9m – 1.5m wide along the route (Figure 1). The works

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:shoreline where the potential outfall pipe will be located. The shoreline is considered to offer suitable habitat

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:dingy skipper butterfly. The installation of the pipe route will affect only a small part of the area surveyed and

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:Care should be taken during the construction of the pipe and outfall to avoid spreading the identified invasive

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:11: ive outfa llpipelin e rout

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:11: fa llPipelin e_ Sur m xd

R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:13:3 3 454904 525960 A connecting point for a number of underground pipes

R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:(Redcar EFW Facility: Outfall Pipe, SEC8563, 29 October 2020) to allow for an

R-2020-0411-FFM-Appendix 8.3 WFD.pdf:31: (like a discharge pipeline or outfall)

R-2020-0411-FFM-Chapter 2 Project Description.pdf:12:2.4.46 Space for heat offtake pipework to the Application Site boundary has been included within the

R-2020-0411-FFM-Chapter 2 Project Description.pdf:15: system comprising the boiler, turbine, condensers and associated pipe work would be a closed

R-2020-0411-FFM-Chapter 2 Project Description.pdf:19: Process FGT, Stack, Turbine installation. Continue boiler and pipework installation.

R-2020-0411-FFM-Chapter 2 Project Description.pdf:19: Process Cabling installation, complete pipework and instrumentation installation.

R-2020-0411-FFM-Chapter 2 Project Description.pdf:21: items, connecting pipework, conveyors and cabling would be installed, followed by the control

R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: associated pipe work containing fuels would be double skinned or bunded,

R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: spillages can easily be contained. Any storage tanks and associated pipe work containing

R-2020-0411-FFM-HSL-200812090017-321-HazardPdf.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2020-0411-FFM-HSL-200812090017-321-HazardPdf.pdf:3:Unidentified Pipelines

R-2020-0411-FFM-HSL-200812090017-321-HazardPdf.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2020-0411-FFM-HSL-200812090017-321-HazardPdf.pdf:3:pipelines is as follows:

R-2020-0411-FFM-Consultee Response - Sabic Pipeline Operator.pdf:1:Please note the planning application above will not affect SABIC Trans-Pennine Ethylene Pipeline (underground)

R-2020-0411-FFM-Consultee Response - Sabic Pipeline Operator.pdf:1:Pipeline Administration Co-ordinator

R-2020-0411-FFM-Consultee Response - Sabic Pipeline Operator.pdf:1:Cross Country Pipelines

R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:22:3.1.46 Space for heat offtake pipework to the Application Site boundary has been included within the

R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:25: system comprising the boiler, turbine, condensers and associated pipe work would be a closed

R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:30: Process FGT, Stack, Turbine installation. Continue boiler and pipework

R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:30: Process Cabling installation, complete pipework and instrumentation

R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:32: items, connecting pipework, conveyors and cabling would be installed, followed by the control

R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:44: and industrial apparatus, Pipe Bridge, Swale and the

R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:44: Net Zero Teeside Project - v.uk/projects/north- Scoping direction pipeline and other operational and maintenance

R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:44: pipeline for the transport CO2 to an offshore geological

R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:28: (black headed and herring gull) and meadow pipet, amongst numerous other species during the

R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:46: and industrial apparatus, Pipe Bridge, Swale and the demolition

R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:46: Capture and electricity and cooling water connections and a CO2 pipeline for

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:13: • Purple sandpiper (787 individuals, 1.6% of the

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:14: exclusively coastal site is designated for breeding little tern (Annex I), as well as purple sandpiper

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:15: golden plover, great northern diver, green sandpiper, kittiwake, little egret, lapwing, linnet, merlin,

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:15: peregrine, purple sandpiper, red-throated diver, ringed-plover, Roseate tern, shag, short-eared

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:16: grebe, common scoter, golden plover, great northern diver, little egret, purple sandpiper, Slavonian

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:18: and purple sandpiper. However, no direct

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:20: Green Sandpiper

R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:20: Purple Sandpiper

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:pipeline gantry encroaches onto the east of the site.

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:9: with the Redcar Bulk Terminal. A pipeline gantry encroaches onto the Application

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:9: pipelines and relict underground obstructions associated with past uses.

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17:3.2.3 Pipelines, drainage Infrastructure and any other relict Infrastructure associated with steel works

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17: featuring tanks, pipelines, conveyors etc (recently closed). The processes associated with this

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19:Pipelines and PCB’s and Leaching of mobile ✓ Secondary Undifferentiated

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:46:37 4.4 Gas pipelines 0 0 0 0 -

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:81:4.4 Gas pipelines

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:81:High pressure underground gas transmission pipelines.

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:113: Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:114: Infrastructure - Pipelines, pylons and overhead cables. Any transport proposal including road, rail and by

R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:3: towers and industrial apparatus, Pipe Bridge, Swale and the

R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:4: Carbon Capture e.gov.uk/projects/north-east/the-net- cooling water connections and a CO2 pipeline for the transport CO2 to

R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:6: through a new drainage pipe prior to discharging from the south of Application Site near the

R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:40: electricity and cooling water connections and a CO2 pipeline to from Teesdale Way and

R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:17: the Company has installed the necessary plant and pipework to

R-2022-0176-CD-REPORT FOR CONDITION 62 OF S36 CONSENT.pdf:2:of pipework. MGT has installed the necessary plant and pipework to enable the future supply of waste heat to

R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:7:CATS Pipeline

R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:7:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:7:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3: 4.9 Testing of Gravity Pipeline ………………………………………………………………………………………. 15

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3: 5.3 Pipe and Manhole Sizing …………………………………………………………………………………………. 16

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:6: BS EN 1295-1: 2019 Structural design of buried pipelines under various conditions of loading

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: approximately 80mm. The pipe gradient between all key elements has been increased

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: to accommodate a potential 80mm settlement. The minimum gradient of pipes

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: following the predicted settlement will be 1/D for gravity pipes, where D is the diameter

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: in mm. Rocker pipes will be installed at all pipe connects to enable rotation of the pipes.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10: Surface Water Drainage Pipework: 50 years based on routine

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:11: Concrete pipes: 0.6

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:11: Gravity Pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:11: The minimum cover to pipes shall be;

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:11: Where the depth of cover is less than the minimum value, pipes shall be

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:12: the slopes of the pipes will be sufficient for the drainage system to comply

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:12: Minimum 1/D for gravity pipes, where D is the diameter in mm.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:13: ◼ Perforated pipes to be HDPE twin wall.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:13: ◼ Pipes up to 300mm diameter: uPVC or HDPE.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:13: ◼ Pipes 375mm diameter and larger: concrete, HDPE or GRP.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:14: Typical circular manhole sizes to suit specific pipe diameters are listed below.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:14: Largest Pipe in Manhole Manhole Diameter (internal)

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:15:4.9 Testing of Gravity Pipeline

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:15: All pipelines up to and including DN1000 shall be tested in accordance with Clause

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: with regards pipe sizing, number of manholes and full retention separators, with full

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16:5.3 Pipe and Manhole Sizing

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: The surface water pipe and manhole sizing were determined using Innovyze

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: dimension of the manhole considered the nominal internal diameter of the largest pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:21: 4.9 Testing of Gravity Pipeline ………………………………………………………………………………………. 15

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:21: 5.3 Pipe and Manhole Sizing …………………………………………………………………………………………. 16

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24: BS EN 1295-1: 2019 Structural design of buried pipelines under various conditions of loading

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28: Surface Water Drainage Pipework: 50 years based on routine

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: Concrete pipes: 0.6

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: Gravity Pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: The minimum cover to pipes shall be;

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: (ref Scope 2 Cl 14.6) Where the depth of cover is less than the minimum value, pipes shall be

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: the slopes of the pipes will be sufficient for the drainage system to comply

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: Generally 1/D for gravity pipes, where D is the diameter in mm.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:30: surface water pipes).

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:30: ◼ Perforated pipes to be HDPE twin wall.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:30: ◼ Pipes up to 300mm diameter: uPVC or HDPE.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:30: ◼ Pipes 350mm diameter and larger: concrete, HDPE or GRP.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:31: Typical circular manhole sizes to suit specific pipe diameters are listed below. These

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:31: Largest Pipe in Manhole Manhole Diameter (internal)

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:33:4.9 Testing of Gravity Pipeline

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:33: All pipelines up to and including DN1000 shall be tested in accordance with Clause

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: layout with regards pipe sizing, number of manholes and full retention separators, with

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: the site for which the effect on the pavement and pipe gradients shall be determined.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: rocker pipe connection provided, to allow for settlement and maintain gravity flow.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34:5.3 Pipe and Manhole Sizing

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: The surface water pipe and manhole sizing shall be determined using Innovyze

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: largest pipe in the manhole.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: Pipe Sizes DC PIPES Manhole Sizes DC MHs

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.000 26.488 0.001 26488.3 0.140 5.00 0.0 0.600 O -5 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.000 16.376 0.001 16376.0 0.173 5.00 0.0 0.600 O -6 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.001 16.376 0.001 16376.0 0.000 0.00 0.0 0.600 O -6 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.002 16.376 0.001 16376.0 0.173 0.00 0.0 0.600 O -6 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.003 16.376 0.001 16376.0 0.000 0.00 0.0 0.600 O -6 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.004 16.376 0.001 16376.0 0.173 0.00 0.0 0.600 O -7 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.005 16.376 0.001 32752.7 0.000 0.00 0.0 0.600 O -7 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.006 16.377 0.001 16377.0 0.173 0.00 0.0 0.600 O -7 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S2.007 16.377 0.001 16377.0 0.000 0.00 0.0 0.600 O -7 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.001 8.143 0.137 59.4 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.002 3.030 0.100 30.3 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.003 11.944 0.100 119.4 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.004 2.988 0.100 29.8 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47: S1.005 5.861 0.200 29.3 0.000 0.00 0.0 0.600 o 600 Pipe/Conduit

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:48: MH MH MH MH MH Pipe Out Pipes In

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:50: PIPELINE SCHEDULES for Storm

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:50: Pipe Number Name (m) (m) I. Level (mm) (mm)

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:52: Minimum Outlet Pipe Diameter (mm) Site Specific Design (Contact Hydro International)

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:53: Water Surcharged Flooded Pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:55: Water Surcharged Flooded Pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:57: Water Surcharged Flooded Pipe

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:73: Pipe laying Standard

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 1 Drainage details interceptor vent pipe to be indicated on the drawings 17/02/2022 open Interceptor vent pipe notes added to drawings 400001, 400002 and 400003 15/03/2022

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 3 Drainage details The use of Rocker Pipes is to be noted on the drainage 17/02/2022 open rocker pipe notes added to drawing 400002 and 400011 15/03/2022

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: settlement in the areas that are not pilled. pipe gradient between all key elements has been increased to accommodate a 80mm settlement. The minimum

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: Outfall level at quay wall is fixed and so should be set at a level gradient following 80mm settlement remains at 1 in 150. Rocker pipe will be installed at all pipe connects to enable

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: required for the design and accounting for maximum rotation of the pipes.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:101: 5/7 Termoplastic structural wall pipes and fittings

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:106: 501 Pipes for drainage and service Product

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:106: pipes not

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:106: 503 Pipe Bedding Grading and 1 per 250m3 Required

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:108: 508 Gullies and pipe junction Product

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:108: 509 Watertightness of joints Air test All pipelines Required Specification for

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:108: 512 Backfill to pipe bays Grading 1 per 50 Required

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:109: Geotextile, pipes and test Certification (or

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:110: pipes and fittings test) Certification (or

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:5.1.1 The pipe sizes, material type and class for the drainage system are detailed on

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:5.1.3 Class S granular surround where pipes achieve cover depth of greater than or

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:5.1.4 Class Z concrete surround where pipes achieve cover depth of less than

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:114:5.4.4 Drainage pipe to be fully perforated 300mm diameter HDPE pipe.

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:116:APPENDIX 5/7: termoplastic structural wall pipes and fittings

R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:116: Clause 518.2 for the range of pipes and fittings (To be verified by the Certification

R-2021-0465-FFM-Decision Notice 0465.pdf:4:CATS Pipeline

R-2021-0465-FFM-Decision Notice 0465.pdf:5:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2021-0465-FFM-Decision Notice 0465.pdf:5:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:  Redundant pipework is likely to be encountered within the excavations which may act as

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: preferential pathways for the migration of contamination. Where encountered redundant pipe

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: feasible then residual pipework will be sealed at the edges of excavations and the location

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:There is the potential for other utilities to be crossing the site including redundant gas pipes, water pipes

R-2021-0465-FFM-HSL-210629161309-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-0465-FFM-HSL-210629161309-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2021-0465-FFM-HSL-210629161309-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2021-0465-FFM-HSL-210629161309-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2021-0465-FFM-HSL-210621160631-321-FinalOutcome.pdf:1:Consultation Distance of Major Hazard Sites/ pipelines. This consultation, which is for such a development and

R-2021-0465-FFM-HSL-210621160631-321-FinalOutcome.pdf:3:Unidentified Pipelines

R-2021-0465-FFM-HSL-210621160631-321-FinalOutcome.pdf:3:There is at least one unidentified pipeline in this Local Authority Area. You may wish to check with the pipeline

R-2021-0465-FFM-HSL-210621160631-321-FinalOutcome.pdf:3:pipelines is as follows:

R-2021-0465-FFM-ApplicationFormRedacted.pdf:1:* North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;

R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF:6: remains, including buildings, railways, pipes and ducts, surrounding the blast furnaces should be

R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:7: remains, including buildings, railways, pipes and ducts, surrounding the blast furnaces should be

R-2023-0179-SCP-HSE.pdf:2:2. The proposed development includes at least one pipeline conveying hydrogen. The provisions in Regulations 19 to

R-2023-0179-SCP-HSE.pdf:2:27 of the 1996 Pipeline Safety Regulations, including a requirement to notify HSE of a pipeline route before

R-2023-0179-SCP-HSE.pdf:2:construction, apply to major accident hazard pipelines as defined in Schedule 2 of the Pipeline Safety Regulations.

R-2023-0179-SCP-HSE.pdf:2:of major accident hazard pipelines, including the CATS Pipeline PL774 operated by The Wood Group.

R-2023-0179-SCP-HSE.pdf:2:HSE suggests that an EIA should show that the operators of the pipelines have been consulted regarding the

R-2023-0179-SCP-HSE.pdf:2:• the development restricted area due to the pipeline

R-2023-0179-SCP-HSE.pdf:2:• ensuring the integrity of the pipeline and protecting the pipeline from development and operational works.

R-2023-0179-SCP-HSE.pdf:4:CZ mapper – MH pipelines

R-2023-0179-SCP-HSE.pdf:4:CATS Pipeline PL774 Breagh A Export pipeline to TGPP

R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:1:hydrogen production facility, electricity and water connections and also a hydrogen pipeline to deliver

R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:1:Lackenby and Grangetown and potential future storage sites via a hydrogen pipeline network.

R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:1:Works site. The electricity and water connection corridors and the hydrogen pipeline corridor

R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:1:connection and pipeline corridors, but it is envisaged that these corridors would be subject to further

R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:2:also include hydrogen pipelines either side of the River Tees within Redcar and Cleveland, Stockton-

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:5: PSR Pipelines Safety Regulations

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:8: electricity and water connections as well as a hydrogen pipeline to deliver hydrogen

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:8: • 10(k) oil and gas pipeline installations (unless included in Schedule 1 to these

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:12: • Hydrogen Export Pipeline Corridor: Gaseous phase hydrogen pipeline network for

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:12: the individual connections from the pipeline to potential off-takers and storage

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:12: connections as well as the hydrogen pipeline. As the design is progressed the land

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:12: pipes are either demolished or in the process of being dismantled by the landowner

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:14: short pipeline of around 1.5 km in length from an existing connection point known

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:14: station. An alternative option of running a new pipeline of approximately 5.5 km in

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:14: Hydrogen Export Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:15:2.1.18 Option 1 is an approximately 8.9 km pipeline network, which from Tod Point follows

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:15:2.1.19 Option 2 is an approximately 9.4 km pipeline network, which from Tod Point crosses

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:15:2.1.20 Option 3 is an approximately 10.0 km pipeline network, which from Tod Point crosses

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19: Hydrogen Export Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19:2.1.51 As previously described, the Hydrogen Export Pipeline Corridor encompasses the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19: identified in the vicinity of the Hydrogen Export Pipeline Corridor:

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19:2.1.52 Where the Hydrogen Export Pipeline Corridor extends into the Wilton International

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19:2.1.53 There are no further SSSI, NNRs or LNRs within 2 km of the Hydrogen Export Pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19: Export Pipeline Corridor; and Flatts Lane Woodland Country Park LNR is located

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19: approximately 3.8 km south of the Hydrogen Export Pipeline Corridor.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:19: 1 km of the Hydrogen Export Pipeline Corridor.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:20:3.1.3 The HyGreen Hydrogen Project will require a hydrogen pipeline to transport the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:20: Main Site, as well as routing of the hydrogen pipeline and other connections. This

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:21:scope of the Proposed Development, while the Hydrogen Export Pipeline is within the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:22:3.1.13 Water received via pipeline will be treated to become demineralised (if not already,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:22: the Proposed Development is assumed at this stage to require a short pipeline from

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:22: Development. An alternative option of running a new pipeline within established

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:22: metered and delivered into the pipeline. A fraction of the purified hydrogen (4

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:25: - Raw water via tie-in to existing supply pipeline in the area;

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:25: pipeline; and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:25: • Towns-water from NWG for potable water and back-up supply, by new pipeline.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:25:3.1.27 The Proposed Development will involve the installation of new water pipelines via

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:26:3.1.29 New hydrogen export pipelines to offtaker interfaces and connections to offsite

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:26: situated within an anticipated (up to) 10 km pipeline distance of the Proposed

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:28: hydrogen pipeline and connections for water and electricity. The construction

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:29: for the hydrogen pipelines and connections. However, it is expected that the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:31: utilising hydrogen piped directly to their facilities would not be readily available and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:31: • the options and refinement of routes for the hydrogen pipeline and the electrical

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:32:5.1.9 The Hydrogen Export Pipeline, Water and Electrical Connection Corridors for the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:41: • The NPS for Gas Supply Infrastructure and Gas and Oil Pipelines (EN-4); and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:42: preparation and assessment of applications for gas pipelines and electricity network

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:42: Pipelines (EN-4); and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:43: “This will be the case for, but is not limited to, hydrogen pipeline and storage

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:43: Infrastructure, Carbon Capture Storage (CCS) pipeline Infrastructure and other forms

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:53:6.1.17 The Proposed Development includes pipelines and connections, which extend to the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:53: for the pipelines and connections is ongoing however at this stage the assumption is

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:53: that all pipes would be below ground. The Connection Corridors cross areas of Flood

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: (for below ground pipelines). There will be no direct discharges to groundwater,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: to Bran Sands WwTW via a new pipeline to be provided as part of the Proposed

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: (depending on the final routing of the hydrogen pipeline and water and electrical

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: yet been defined. Where existing pipelines cannot be used or repurposed,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: watercourses may be crossed by either above ground crossings using existing pipe

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: bridges and other structures, or the pipelines may be installed below ground.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: • Potential impacts to water conveyance where proposed pipelines cross

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: the pipeline such as entry/exit points), subject to the preferred route corridors of

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: construction and operation (for any above ground elements of the pipeline such

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: operation (for above ground elements of the pipeline such as entry/exit points),

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: Hydrogen Export Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: maps indicates the following geological sequence at the Hydrogen Export Pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60:6.1.50 The aquifer classifications at the Hydrogen Export Pipeline Corridor are as follows:

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: abstraction licences within 1 km of the Hydrogen Export Pipeline Corridor.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:61:6.1.52 Potential sources of contamination located within the Hydrogen Export Pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:61: the Hydrogen Export Pipeline Corridor:

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:68: be constructed as part of the Proposed Development, along the proposed pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:71: within the scoping (including intertidal and non-tidal) up to 1 km from the pipeline routes will be 2022 and March tidal and non – tidal wetland

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:73: required along the pipeline routes given the temporary nature of habitat loss,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:77: • Consideration of routeing of proposed connection and pipeline corridors to utilise

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:82: Main Site. There are no recorded heritage assets within the Hydrogen Export Pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:82: the Hydrogen Export Pipeline Corridor, and a range of buildings associated with

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:82: Hydrogen Export Pipeline Corridor and Water Connection Corridor. There are an

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:85: • The use of trenchless technologies for the construction of pipelines to avoid

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:85: siting of Connection Corridors within existing pipeline routes where practicable.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:86: pipeline.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:86:6.1.150 The proposed Electrical Connection Corridor and Hydrogen Export Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:86: hydrogen transported offsite to offtakers by pipeline connections. Other operational

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:87: • construction of the electrical connection, hydrogen export pipeline and water

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:90: pipeline and water and electrical connections it is likely that the construction works

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:92: (approximately 140 m west of the Hydrogen Export Pipeline Corridor) and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:92: Dormanstown (approximately 90 m east of the Hydrogen Export Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:92: communities in each direction from each of the Main Site, Hydrogen Export Pipeline

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:94: the electrical and water connections and hydrogen export pipeline due to potential

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:99: Accident Hazard (COMAH) Regulations 2015 and major accident hazard pipelines

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:99: regulated by the Pipelines Safety Regulations (PSR) 1996. The study area may be

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:100: pipelines present in the vicinity of the Proposed Development, including major

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:100: hazard pipelines regulated in accordance with the PSR (1996).

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:102: processes, the storage and use of chemicals, and major accident hazard pipelines

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:104:6.1.248 The pipeline corridors associated with the Proposed Development will contain

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:104: Pipeline Corridor and may be required for the Production Facility pending the

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:104: Hazardous Substances Consent, Pipelines Safety Regulations, COMAH, and

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:105: as installation of pipework in existing pipeline corridors.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:105: relate to the generation, storage and transfer via pipeline of gaseous hydrogen (H2).

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:116: including CO2 pipeline connections from industrial facilities on Teesside to transport

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:116: transport pipeline for the onward transport of the captured CO2 to a suitable

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:124: within the Water Connection Corridor and Hydrogen Export Pipeline Corridor,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:124: comprises an existing industrial pipeline corridor with no ongoing agricultural use.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:124: The land would be used for construction of pipelines (potentially above-ground in-

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:125: line with existing pipelines, but as a worst-case assumed below ground open trench)

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:125: and after pipeline installation, the trench would be infilled, and the soil disturbed

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:128: Policy Statement for Gas Supply Infrastructure and Gas and Oil Pipelines (EN-4).

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:129: for Gas Supply Infrastructure and Gas and Oil Pipelines (EN-4). London: The

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:134: • Pipe-Lines Act 1962 (10 & 11 Eliz. 2. c. 58). London: HMSO.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:135: • The Pipelines Safety Regulations 1996 (SI 1996/825). London: The Stationery

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:139: Hydrogen Pipeline Corridor

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:148: release pipework and other process equipment to remove hydrogen and oxygen.

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:149: pipework. Operations are unlikely to be interrupted however as these potential issues will be considered

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:150: Connection Corridors (where required for new pipelines) prior to construction.

R-2023-0179-SCP-0179 Highways.pdf:1:- Detail of any physical impacts on the highway network (eg pipeline crossings etc)

R-2023-0179-SCP-NEAR.pdf:1:(very large sites) or centreline in case of pipeline corridors

R-2023-0179-SCP-NEAR.pdf:2:site), and from the centre line in the case of a pipeline easement (though again from the boundary

R-2023-0179-SCP-SABIC.pdf:1:Pipeline Administration Co-ordinator

R-2023-0179-SCP-SABIC.pdf:1:Cross Country Pipelines

R-2023-0179-SCP-0179.pdf:1:possibility that some of these sites could be recorded as Major Accident Hazard Pipelines(MAHP), whilst other sites

R-2023-0179-SCP-0179.pdf:1:Transmission” system and are registered with the HSE as Major Accident Hazard Pipelines.

R-2023-0179-SCP-0179.pdf:1:(In terms of High Pressure gas pipelines, the routes of our MAHP’s have already been lodged with members of your

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:2:  Details of any physical impacts on the highway network (e.g. pipeline crossings etc)

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:3:pipeline corridors At paragraph 6.1.138 it is stated that data sources consulted during the

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:4:and from the centre line in the case of a pipeline easement (though again from the boundary of

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:2. The proposed development includes at least one pipeline conveying hydrogen. The provisions

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:in Regulations 19 to 27 of the 1996 Pipeline Safety Regulations, including a requirement to notify

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:HSE of a pipeline route before construction, apply to major accident hazard pipelines as defined

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:in Schedule 2 of the Pipeline Safety Regulations.

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:zones of a number of major accident hazard pipelines, including the CATS Pipeline PL774

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:HSE suggests that an EIA should show that the operators of the pipelines have been consulted

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:• the development restricted area due to the pipeline

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:20:• ensuring the integrity of the pipeline and protecting the pipeline from development and

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:21:CATS Pipeline

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:22:Pipelines(MAHP), whilst other sites could contain High Pressure gas and as such there are

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:22:Pipelines. Any damage or disruption to these assets is likely to give rise to grave safety,

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:23:which include the locations of our assets. (In terms of High Pressure gas pipelines, the routes of

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:23:Major Accident Hazard Pipeline and defined by the HSE development control guidelines

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:23:In terms of the safety and engineering integrity of the pipeline I would advise you that SABIC is

R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:23:conditions for work in close proximity to the pipeline are met

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:1:From: CATS Pipeline CATSpipeline@woodplc.com

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:1:Cc: CATS Pipeline CATSpipeline@woodplc.com

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4:The CATS Pipelines referred to below were constructed and are operated under the terms of the

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4:Pipelines Act 1962 and Pipeline Safety Regulations 1996. They are owned by CATS Parties and

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4:operated by Wood UK Ltd. The Pipelines are essential links in the transportation of Natural Gas,

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4:customers. This booklet provides general guidance on working close to these pipelines and answers

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4:The pipelines in this booklet are:

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: • PL-774 36” High pressure gas pipeline transporting offshore natural gas from

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: • PL-937 6” Condensate export pipeline transporting condensate 2.87km from

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: • PL-938 6” Condensate export pipeline transporting condensate 2.45km from

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: • CAT-Pipeline-04 6” Propane pipeline transporting propane 1.09km from the CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: • CAT-Pipeline-05 6” Butane pipeline transporting butane 1.09km from the CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:4: Construction Images of the 36” pipeline routing through South Tees industrial sites

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:The day to day management of activities within the pipeline wayleave is implemented at the CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:Terminal. The pipeline wayleave being defined as the 3.5m to 7.5m wide strip of land either side of

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:the CATS pipeline. The width varies depending on the landowner and location of the pipeline, for

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:requirement by the pipeline operator that if you plan any works within 50m of the pipeline you must

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:contact us to receive confirmation the pipeline will be unaffected by your work.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:is within 50m of CATS pipelines. It’s also important to note that this free service also notifies you of

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:It is important that any notifiable activities are brought to the CATS pipelines team attention to start

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:5:Email address: CATSpipeline@woodplc.com

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:pipeline routes to ensure the continued safe operation of CATS underground pipelines.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:The greatest threat to CATS pipelines is accidental damage resulting from 3rd party works and in this respect

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:CATS Terminal also approves and directly supervises all works that may impact upon pipelines and request

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:notification of any proposed works within 50m of a pipeline that could move within the pipeline wayleave.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:result in potential damage to the CATS pipelines.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:keep people and underground pipelines safe. If you are not sure if the minimum searches or notifications have

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:It is always good practice to keep a pack of responses from those pipeline operators you have contacted at your

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:consultation process and can proceed with your works. Pipeline operators often challenge works in close

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:6:proximity to pipelines and this information will be helpful to confirm you have received the required approvals.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:close to the pipeline that could affect pipeline integrity including ditching or fencing should be notified

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:conditions or restrictions needed to protect the pipeline will be advised.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:No work should start near a CATS pipeline until a short consultation has taken place. CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:representative may request a site meeting to locate and peg out the route of the pipeline for your

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:Pipelines document number: CAT-PPI-PRC-020 for more information.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7:Q. What do CATS pipelines carry?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7: • The 36” CATS pipeline (PL-774) transports high pressure natural gas 411.84km (404km

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7: • Onshore 6” Condensate export pipeline (PL-937) transporting natural gas condensate 2.87km

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7: • Onshore 6” Condensate export pipeline (PL-938) transporting natural gas condensate 2.45km

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:7: • Onshore 6” Propane pipeline (CAT-Pipeline-04) transporting Propane 1.09km from the CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8: • Onshore 6” Butane pipeline (CAT-Pipeline-05) transporting Butane 1.09km from the CATS

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:the CATS pipeline engineers have the design information to advise you of what is acceptable before

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:environment from any potential pipeline incident. Operators can’t monitor the entire pipeline route 24

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:hours per day, so they mark the pipeline route and provide the public with free services to ensure they

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:A. CATS pipeline operators follow UKOPA guidance for a 50m notification distance between your

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:proposed works to the Pipeline. Marker Posts are not always directly above the pipeline and we’ll

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:people and the safe operation of our pipeline. The operators initially respond within 24 hours and aim

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:A. Depending on the nature of your works the CATS Pipeline owner may want to enter into a

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:Q. Can’t you just have one set of rules for the entire pipeline length?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:of land where the pipeline is more protected. Therefore, we commit more review time at no cost to

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:Q. How long have the pipelines been operational?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:A. The 36” CATS pipeline operating safely and continuously since its installation in 1993. The export

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:Q. How do I know where a pipeline is located across my land?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:A. All pipelines are clearly identified at crossings (road, rail and river) by markers and with aerial

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:markers. However, do not assume that the pipeline is routed in a direct line between the markers. If

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:pipeline is.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:Q. How deep are the pipelines?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:depths, the CATS pipelines may be below this point and without confirming with CATS terminal you

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:could strike a pipeline.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:conditions that might be needed to protect the pipeline. Then when you are about to start a job, we

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:can accurately mark the position of the pipeline and supervise any operations close to it to ensure

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:A. Any physical damage to the pipeline may result in a major incident. It must be inspected to check

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:Q. Are maps and pipeline route details available?

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:A. Yes, the route of CATS pipelines can be provided on various scale Ordnance Survey maps in

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:and Northern number set, and we can make a bespoke map for your work that includes our pipelines

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:A. The Pipelines Safety Regulations 1996 place a duty on pipeline operators to supply information on

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:the existence and whereabouts of their pipelines. We are always looking for new ways to raise

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:10:awareness of the pipelines.

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:11:Please note: Shut down all working plant and machinery in the vicinity of a pipeline strike (within 350

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:11:N.B. IN THE EVENT OF A CATS PIPELINE LEAK OCCURRING OBSERVE THE ABOVE

R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:11: 36” Gas Pipeline Explosion, North Texas June 7, 2010

R-2023-0179-SCP-Figure A-2 - Proposed Planning Boundary and Parts of the Proposed Development Site.pdf:1: Hydrogen Pipeline Corridor

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:19: considered a top tier COMAH asset. In addition, a section of Natural Gas Pipeline is noted to be

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:19:H4.14 Water Infrastructure present on the site comprises: potable water supply pipes cross the central

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:19: H18] within the North Quadrant and the TLRS area as well as a BOC Oxygen Pipeline within the

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:19: North Quadrant. Other services (BOC Nitrogen and Hydrogen Pipelines, Fuel Oil Pipelines,

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:19: field drains, cast iron and plastic pipes identified during intrusive site works undertaken by AEG

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:21: numerous pipelines. At the southern end of the

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:21: series of chimneys and pipes are noted along the

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:21: Several chimneys, tanks and pipelines are shown

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:21: The chimneys, tanks and pipes located along the

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:22: associated pipeline is shown in the west of the

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:22: the main pipe bridge. residential housing has been built in

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:29: Prairie_AUK_TP114 (0.9m Made Ground Tar noted within and surrounding a clay pipe

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:29: Prairie_AUK_TP175 Made Ground Tar noted within and surrounding a clay pipe

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: concentrations were generally higher in standpipe screening the Made Ground as would be

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: expected and this standpipe also recorded a marginal exceedance of the WQS for nickel.

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:34: and plastic water supply pipes.

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:35: and plastic water supply pipes.

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: tanks and pipe work which require investigation during the earth works contract. If any

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:9:2.13 Water Infrastructure present on the site comprises: potable water supply pipes cross the central

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:11: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:12:2.29 Water Infrastructure present on the site comprises: potable water supply pipes which skirt the

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:14: industrial pipes, tanks, chimneys and industrial buildings. Whilst most of the ground is covered

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:15: industrial pipelines are present on the site, all running together in a north-west south-east

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:15: • The BOC Gas pipeline.

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:15:2.47 Water Infrastructure present on the site comprises: potable water supply pipes running across

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:18:2.66 The operational RWE Breagh high pressure gas pipeline crosses the northern part of the site in a

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:18: water supply pipes and an industrial water mains, both of which cross the northern part of the

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:21:2.80 The operational RWE Breagh high pressure gas pipeline runs along the southern boundary of

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:21: Infrastructure present on the site comprises potable water supply pipes and an NWL water

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:26: towers and industrial apparatus, Pipe Bridge, Swale and the demolition of old

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:27: Sembcorp pipeline corridor 18.12.2020

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:8: PIPELINES

R-2020-0819-ESM-Network Rail 819.pdf:2:If a Network Rail-owned underline structure (such as a culvert, pipe or drain) is intended to act as a means of

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:8: from hazardous installations, pipes etc will be

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:10: sumps, tanks and pipe work which require

R-2020-0819-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027707_1_5632.pdf:1:section “Your Responsibilities and Obligations”, including gas service pipes and related apparatus.

R-2020-0819-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027707_1_5632.pdf:2: Gas service pipes and related apparatus

R-2020-0819-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027707_1_5632.pdf:3: In line with the above guidance, verify and establish the actual position of mains, pipes, cables,

R-2020-0819-ESM-NATIONAL_GRID_XX_GE1A_3NWP_027707_1_5632.pdf:4:Excavating Safely in the vicinity of gas pipes guidance (Credit card):

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:39: as water Infrastructure, including potable water supply pipes across the central part of the

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:49: efficiently. It also allows the user to combine natural solutions with piped (network)

R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:10: • Potable water supply pipes cross the central part of the site in a north-east south-west direct

R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:52: asset. In addition, a section of Natural Gas Pipeline is noted to be present adjacent to the

R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:57: number of large-scale industrial plants and pipelines which are classified as hazardous

R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:57: sites and major accident pipelines after assessing the risks and likely effects of major accidents

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter J - Climate Change - Dec 2020.PDF:17: a Heavy Fuel Oil (HFO) line and a BOC Gas pipeline. There is a potential hazard related to

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:8: • Potable water supply pipes cross the central part of the site in a north-east to south-west

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:38: restricted and stand off distance from hazardous installations, pipes etc. will be imposed.

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:10:2.13 Water Infrastructure present on the site comprises: potable water supply pipes cross the central

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:12: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:13:2.29 Water Infrastructure present on the site comprises: potable water supply pipes which skirt the

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:15: industrial pipes, tanks, chimneys and industrial buildings. Whilst most of the ground is covered

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:16: industrial pipelines are present on the site, all running together in a north-west south-east

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:16: • The BOC Gas pipeline.

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:16:2.47 Water Infrastructure present on the site comprises: potable water supply pipes running across

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:19:2.66 The operational RWE Breagh high pressure gas pipeline crosses the northern part of the site in a

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:19: water supply pipes and an industrial water mains, both of which cross the northern part of the

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:22:2.80 The operational RWE Breagh high pressure gas pipeline runs along the southern boundary of

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:22: Infrastructure present on the site comprises potable water supply pipes and an NWL water

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:27: towers and industrial apparatus, Pipe Bridge, Swale and the demolition of old

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:28: Sembcorp pipeline corridor 18.12.2020

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13: on piped water Infrastructure .

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:40: supply pipeline. and including fatalities, to

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:40: pipework or harm to people on-site and to reduce

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:41: untreated from pipelines Cleveland Coast SPA/Ramsar the risk of

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:21:that additional drainage from the road enters the Beck at that point through a pipe.

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:22: (left of the picture). A drainage pipe feeds in from the western side. (Photographed January 2020)

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF:53:and footway at a point where the highway cutting ends adjacent to the pipe bridge and railway

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF:54:and footway at a point where the highway cutting ends adjacent to the pipe bridge and railway

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF:54:In the foreground a white gas pipe bridge and industrial machinery sit in the centre of the view. In

R-2020-0819-ESM-Decision Notice 0819.pdf:13:CATS Pipeline

R-2020-0819-ESM-Decision Notice 0819.pdf:13:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0819-ESM-Decision Notice 0819.pdf:13:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:19: Pipe Bridge, Swale and the demolition of old plant and

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:20: pipeline

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:17: pugnax, sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:17: plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

R-2020-0819-ESM-THE ENVIRONMENT TEAM.pdf:1:area(s) which would include the provision of heat network ‘corridors’ to facilitate the pipework

R-2020-0819-ESM-THE ENVIRONMENT TEAM.pdf:1:designs can be aligned to include private wires, steam / heat pipework ‘corridors’, thermal stores,

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:17: apparatus, Pipe Bridge, Swale and the

R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:19: pipeline

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:8: of partial pipes and occasional buildings survive, most notably adjacent to the northern boundary

R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:8: where the subway to the north side of the Tees Valley Railway continues to carry pipework.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:11: Corporation (STDC) ‘Main Site’ and Onshore CO2 Export Pipeline Corridor Final Factual Report, prepared

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Pipe permeation in relation to new water supply pipes, if installed within the Made Ground, primarily in

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:48:CATS Pipeline

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:48:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:48:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:61: At 4.00m bgl: Two pipes, 3cm diameter. One broken, one intact.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:61: 2. Trial Pit terminated at 4.00m bgl due to the presence of two pipes.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:69: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:70: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:71: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:72: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:73: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:74: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:114: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:115: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:116: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:117: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:118: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:119: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:120: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:121: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:122: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:122: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:122: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:123: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:123: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:123: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:124: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:124: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:124: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:125: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:125: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:125: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:126: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:126: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:126: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:127: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:127: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:127: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:128: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:128: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:128: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: 7. Installed with 35mm ID HPDE standpipe to 11.50 (slotted 8.50-11.50m) and 50mm ID

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: HDPE standpipe to 31.00m bgl (slotted 28.00-31.00m bgl). Datalogger installed in 35mm

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: standpipe at 11.00m and in 50mm standpipe at 30.50m bgl.

R-2023-0277-CD-DECISION NOTICE.pdf:5:CATS Pipeline

R-2023-0277-CD-DECISION NOTICE.pdf:5:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2023-0277-CD-DECISION NOTICE.pdf:5:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:5: pipework will be protected against extremes of weather, including but not limited to

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:16: These fluids are all held within the various vessels, filters, pump tanks and pipework

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:16: glasses/shields. When close to pipe connections and items under pressure, a full-

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:16: (e.g. pipe blocked, pump stopped, valve position changed).

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:17: • All pipe work and fittings should be inspected visually for damages or leaks.

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:18: • Associated pumps, fittings and pipework.

R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:38: restarting the system. Also check system and pipework for obstructions that could be

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:21: Pipe Bridge, Swale and the demolition of old plant and

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:22: pipeline

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:70: effects. Scheme no. 10 is a pipeline for an offshore pipeline that extends into the North Sea and

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter B - Site and Scheme Description - Dec 2020.PDF:8: PIPELINES

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:14: on piped water Infrastructure.

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:44: chemicals from pipelines other pollutants spillages from

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:17:H4.15 The operational RWE Breagh high pressure gas pipeline crosses the northern part of the site in a

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:17: north-west south-east direction, and the CATS high pressure gas pipeline runs down the north

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:17: western edge of the site. Running parallel to the CATS pipeline are the former Heavy Fuel oil

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:17: transfer pipeline and the Coke Oven Gas Main (COGM) both of which are above ground. Water

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:17: Infrastructure present on the site comprises potable water supply pipes and an industrial water

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Environmental from the HFO pipeline. Soil samples were

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:8: installations, pipes etc will be imposed.

R-2020-0822-ESM-1401-Long Acres DAS.pdf:8: effectively diving the site in two. The Breagh pipeline runs forms

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020(1).PDF:18: It comprised a lake and series of trenches, called pipes, designed to have a net over the top, into

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:9:2.13 Water Infrastructure present on the site comprises: potable water supply pipes cross the central

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:11: pipes and conveyors. To the south of the central cluster of industrial sheds, the ground cover

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:12:2.29 Water Infrastructure present on the site comprises: potable water supply pipes which skirt the

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:14: industrial pipes, tanks, chimneys and industrial buildings. Whilst most of the ground is covered

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:15: industrial pipelines are present on the site, all running together in a north-west south-east

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:15: • The BOC Gas pipeline.

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:15:2.47 Water Infrastructure present on the site comprises: potable water supply pipes running across

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:18:2.66 The operational RWE Breagh high pressure gas pipeline crosses the northern part of the site in a

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:18: water supply pipes and an industrial water mains, both of which cross the northern part of the

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:21:2.80 The operational RWE Breagh high pressure gas pipeline runs along the southern boundary of

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:21: Infrastructure present on the site comprises potable water supply pipes and an NWL water

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:26: towers and industrial apparatus, Pipe Bridge, Swale and the demolition of old

R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:27: Sembcorp pipeline corridor 18.12.2020

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:7: pressure gas pipeline crosses the northern part of the site in a north-west south-east direction.

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:7: comprises potable water supply pipes and an industrial water mains, both of which cross the

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:14: links over pipelines and passenger rail and the existing passenger rail stations as assets and

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:22: • Existing bridge links across pipeline and entry road for potential connection to the Central

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:28: High Pressure Gas Pipeline and its associated easements will be designed into the final layout

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:37: restricted and standoff distance from hazardous installations, pipes etc. will be imposed.

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:17: apparatus, Pipe Bridge, Swale and the

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:19: pipeline

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:16: pugnax, sanderling Calidris alba, purple sandpiper Calidris maritima, redshank Tringa

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:16: plover, knot, sanderling, purple sandpiper and Sandwich tern mostly use the open coast.

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter J - Climate Change - Dec 2020.PDF:18: gas pipeline. There is a potential hazard related to construction and accidental disturbance of

R-2020-0822-ESM-THE ENVIRONMENT TEAM.pdf:1:area(s) which would include the provision of heat network ‘corridors’ to facilitate the pipework

R-2020-0822-ESM-THE ENVIRONMENT TEAM.pdf:1:designs can be aligned to include private wires, steam / heat pipework ‘corridors’, thermal stores,

R-2020-0465-FFM-Officer report _R20200465FFM.pdf:1: SEMBCORP PIPELINE CORRIDOR AND TEES

R-2020-0465-FFM-Officer report _R20200465FFM.pdf:1:north east of Sembcorp pipeline corridor and Tees Dock Road, south east of

R-2020-0465-FFM-Officer report _R20200465FFM.pdf:2:• To the north east by the Sembcorp pipeline corridor and Tees Dock Road;

R-2020-0465-FFM-60722_01 - Cover Letter - 24.08.20.PDF:2:• To the north east by the Sembcorp pipeline corridor and Tees Dock Road;

R-2020-0465-FFM-NWL 0465.pdf:1:NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH EAST

R-2020-0465-FFM-LLFA.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2020-0465-FFM-Consultee Response - Business Growth Team.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:15: sandpiper (Calidris maritima) and

R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:16: sandpiper and turnstone.

R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:19:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:20:• Purple sandpiper, of which a mean of 787 individuals are present within the

R-2020-0465-FFM-Heritage 0465.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:1: NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK

R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:4:CATS Pipeline

R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:4:High Pressure Gas Pipelines, operated by CATS North Sea Limited on behalf of the owners of the

R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:4:pipeline, please consult with CATS North Sea Limited at CATSpipeline@woodplc.com 01642

R-2020-0465-FFM-R 20 0465 Crime.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: additional conveyors, travelling cranes and pipelines connecting the works to the South Bank Wharf on the

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: banks of the Tees. A number of tanks and pipes are denoted within the area of the South Bank Iron Works

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: tank heating and pipeline tracing.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: conveyors, pipelines, travelling cranes, storage tanks and facilities. By 1927 development of Teesport docks began, over time custom

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the area running on a north-south axis).

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: pipelines (features situated across the site, principally in centre of the site running on a north-south axis).

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:34: Current Industrial Data 14 99 2 listed as Teesside works, 3 tanks, 6 pylons, 2 pipelines, 1 electricity sub-

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:39: sidings are no longer present. Travelling cranes are also shown within the area. A pipe line is shown in the

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:40: works building in the east of the area is still present, and a pipe line close to the eastern site boundary.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: pipelines, tanks and a substation situated near the center of the site. The southern extent of the area is largely

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:56: unoccupied with the exception of a pipeline running on an east-west axis in addition to a number of small

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: inclusive of travelling cranes, pipelines, tanks, chimneys, cooling towers and substations. Significant

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:57: towers, conveyors and pipelines in addition to production and storage facilites.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: with supporting Infrastructure inclusive of travelling cranes, pipelines, tanks and a substation.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: Infrastructure inclusive of travelling cranes, pipelines, tanks, substations, refuse heaps and material

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: distribution pipelines (North).

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58:  Teeside Works Lackenby and supporting Infrastructure inclusive of travelling cranes, pipelines, tanks,

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:78: electricity substation a pipe crossing is recorded. Annotations on the plan refer to the South Teesside

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:79: southwest of the area that was previously mostly undeveloped is now a large Sewage Works. Pipelines

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: overhead pipes, cranes, chimneys, and subways (Central)

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: - Further desk based research on the Coke Oven Gas Pipeline decommissioning and

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:90: the pipeline

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: water subsequent to degradation of water supply pipe

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:91: and accumulation of gases. Degradation of water supply pipe

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:93: plastic pipes

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: plastic pipes

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Plant: sulphate, sulphide, Services Direct contact with water pipes Tainting of water Low Likelihood

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Services Direct contact with water pipes Tainting of water Unlikely

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: pipes (see below) likely to be required. Well established / proven technique. management and maintenance of th

R-2020-0465-FFM-Consultee Response Highways.pdf:1:AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE CORRIDOR AND TEES DOCK ROAD SOUTH

R-2020-0465-FFM-Archaeological Advice - R-2020- 0465-FFM, Land at metals recovery area .pdf:1:LAND AT METALS RECOVERY AREA NORTH WEST OF PD PORTS; NORTH EAST OF SEMBCORP PIPELINE

R-2020-0465-FFM-R 20 0465 nat eng.pdf:1:Location: Land at Metals Recovery Area north west of PD Ports; north east of Sembcorp Pipeline

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14:A potential ACM (cement pipe) was noted in situ in MPA_AUK_TP117.

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:The most sensitive built receptor is generally plastic water supply pipes, which can be affected by permeation

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:acceptability of polyethylene (PE) pipes in brownfield land (Water UK, 2014), although an exact comparison is

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:proposed route of water supply pipes is likely to be required to validate the acceptability of PE water supply

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:pipes, alternatively barrier pipe or similar could be used.

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:167:1.30 J4 redundant pipe sections running 270 degrees (in middle of pit) with

R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:21: alba), purple sandpiper

R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:22: breeding purple sandpiper and

R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:26: Limited for the Breagh Pipeline Project in February 2010 includes the results

R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:47: replacement cooling towers and industrial apparatus, pipe bridge, swale

R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:48: Sembcorp pipeline corridor and Tees Dock Road, south east of former

R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:65: https://www.yumpu.com/en/document/view/9537628/breagh-pipeline-

171019South-Tees-Master-Plan-19-Nov-17.pdf:5:These projects, and many more in our inward investment pipeline, demonstrate the level of ambition for our area.

171019South-Tees-Master-Plan-19-Nov-17.pdf:26:the major industrial complex of Wilton International. sea pipe and cable laying operators resident in the Park. The remoteness of the facility from neighbouring

171019South-Tees-Master-Plan-19-Nov-17.pdf:27: pipelines and pipeline corridors that traverse

171019South-Tees-Master-Plan-19-Nov-17.pdf:32:(including numerous sidings); industrial pipelines; between SSI (Steel House) and Tata Steel. In terms of

171019South-Tees-Master-Plan-19-Nov-17.pdf:33:major utilities corridor containing the CATS and other industrial pipelines, and an area of nature conservation from slag fill. Before the building of South Gare, permanent dry land stopped at Tod Point, at the western end

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:2.09.1 ELECTRICITY 2.09.2 INDUSTRIAL PIPELINES 2.09.3 WATER, DRAINAGE AND WASTE WATER

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:There are two points of connection for electricity from the The STDC area, having been home to a significant steelworks The CATS pipeline transports natural gas over 400km from TREATMENT WORKS

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:to the north. The power is connected from the overhead Sands to the north, and adjacent to the coast, contains CATS Terminal Teesside. The pipeline crosses the Redcar water supply, estuary water supply, foul and surface

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:66Kv and 11Kv subs. The site HV cabling is generally is 15m wide (7.5m either side of the pipeline). WATER (POTABLE AND ESTUARY)

171019South-Tees-Master-Plan-19-Nov-17.pdf:45: The principal industrial pipelines crossing the site influ-

171019South-Tees-Master-Plan-19-Nov-17.pdf:45: • SSI – Coke Oven Gas Main (COGM) RWE Breagh transports gas from the North Sea to Seal pipelines. There is a consented estuary cooling water

171019South-Tees-Master-Plan-19-Nov-17.pdf:45: (High Pressure Gas Pipeline) The Sembcorp corridor carries all the main utilities from

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:and along the SW boundary of the South Bank site • RWE Breagh (High Pressure Gas Pipeline) crosses beneath the Trunk Road and heads NW along

171019South-Tees-Master-Plan-19-Nov-17.pdf:45: The now redundant COGM (20km long) and heavy pipelines used to transport various chemicals such as feed

171019South-Tees-Master-Plan-19-Nov-17.pdf:45:The overall site is currently operating at around 5MW. trace heating electricity to maintain flow. BOC pipelines result in the need to attenuate storm water on site.

171019South-Tees-Master-Plan-19-Nov-17.pdf:46:The WWTW also accommodates industrial pipelines from primary focus of Sembcorp Utilities on power and steam

171019South-Tees-Master-Plan-19-Nov-17.pdf:46: Grid OH power lines and CATS pipelines represent

171019South-Tees-Master-Plan-19-Nov-17.pdf:49: PIPELINES

171019South-Tees-Master-Plan-19-Nov-17.pdf:52:the River Tees, from possible breaches in the dunes at Fleet discharge pipes provide a potential flood risk with the area should include increasing levels in the low-

171019South-Tees-Master-Plan-19-Nov-17.pdf:52:discharges into the Tees Estuary through four pipes with

171019South-Tees-Master-Plan-19-Nov-17.pdf:60:on site as defined by the COMAH (Control of Major (High Pressure Gas Pipeline)

171019South-Tees-Master-Plan-19-Nov-17.pdf:60: • RWE Breagh (High Pressure Gas Pipeline)

171019South-Tees-Master-Plan-19-Nov-17.pdf:69: • Official Receiver • Wood Group (CATS Pipeline)

171019South-Tees-Master-Plan-19-Nov-17.pdf:92:• Existing sea water intake pipes

171019South-Tees-Master-Plan-19-Nov-17.pdf:100: • Existing bridge links across pipeline and entry road for potential connection to Central

171019South-Tees-Master-Plan-19-Nov-17.pdf:129:such as the CATS pipeline are already accommodated

171019South-Tees-Master-Plan-19-Nov-17.pdf:129:pipeline development exclusion zone is readily protected.

171019South-Tees-Master-Plan-19-Nov-17.pdf:132: this would link the major industrial zones of South Tees committed and in the pipeline, and the Department for to fuel expansion in passenger travel at the airport.

171019South-Tees-Master-Plan-19-Nov-17.pdf:143:a large water head between the lagoon and the sea water levels. Bi-directional turbines generate or pipeline to power turbines. The diverted water is then returned to the river downstream of the facility. Facilities

171019South-Tees-Master-Plan-19-Nov-17.pdf:147:of the bio feedstock supplies, and a CO2 pipeline would Average Temperature = 50°F (10°C)

171019South-Tees-Master-Plan-19-Nov-17.pdf:151:into a mixture of hydrogen and carbon dioxide. The require up to 60,000 acres of pond area, for a 250 Pipeline

171019South-Tees-Master-Plan-19-Nov-17.pdf:151:dioxide can be transported through pipelines or by

171019South-Tees-Master-Plan-19-Nov-17.pdf:152:an underground piped network with drainage control a comprehensive water balance assessment will be

171019South-Tees-Master-Plan-19-Nov-17.pdf:163: third parties from time to time between the two organisations are in the pipeline.