Draft Black Country Plan

Comment

Representation ID: 23039

Received: 17/08/2021

Respondent: Severn Trent Water

MINIWORTH [Severn Trent Site]

[Mixed across the four BCP LPAs]

D78.
Stowheath Day/Childrens Centres, Stowheath Lane, WV1 2TW.
Adjacent site D79. Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at BILSTON - STOW HEATH LANE (CSO), DARLASTON - STOWHEATH EAST TANK (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
LOW.
Assumed that the development would discharge to the watercourse within the site boundary..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

36640.
Delta Trading Estate, Bilston Road.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at the adjacent WOLVERHAMPTON - BILSTON RD (CSO), as well as downstream BILSTON - STOW HEATH LANE (CSO), DARLASTON - STOWHEATH EAST TANK (CSO), BIRMINGHAM - RAY HALL (CSO),WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the watercourse running adjacent to the site boundary..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
36490.
Alexander Metals Open Space.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation at the adjacent BILSTON - WRENBURY DRIVE (SPS). Development may increase spills at downstream BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. BILSTON - WRENBURY DRIVE (SPS) serves the adjacent development and flows could potentially drain to this PS depending on capacity..
LOW.
Assumed that the development would discharge to the watercourse near to the site boundary..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
36680.
Greenway Road.
Cluster of external flooding incidents downstream. Development may increase spills at BILSTON - VULCAN ROAD (THE LUNT) (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
MEDIUM.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
40530.
Land at Hall Street / The Orchard.
Adjacent site 41910. Assumed connection to 750mm diameter combined system north of site boundary. Cluster of external flooding incidents downstream. Development may increase spills at BILSTON - VULCAN ROAD (THE LUNT) (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO).. .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
MEDIUM.
No accessible watercourse or separate surface water system in vicinity of the site boundary..
Brownfield site. Surface water discharge to the combined system, where flooding cluster, exceeding present levels undesirable. Surface water should be managed through SUDs..
HIGH
28.
Alma Street, Wednesbury.
Near to site 2986. Due to size of proposed development sewer capacity not expected to be an issue. External flooding incidents reported downstream. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent surface water system outfalling to a nearby watercourse. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

1463.
Lower City Road, Oldbury.
Cluster of flooding incidents downstream with internal flooding reported. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent watercourse. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
1183.
Land at Horseley Heath, Alexandra Road, and Lower Church Lane, Tipton.
Assumed connection to 225mm diameter combined system west of site boundary. Cluster of flooding incidents downstream with internal flooding. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
No accessible watercourse or separate surface water system in vicinity of the site boundary..
Brownfield site. Surface water discharge to the combined system, where internal flooding reported, exceeding present levels undesirable. Surface water should be managed through SUDs..
HIGH

1449.
Wellington Road, Tipton.
Cluster of flooding incidents downstream with internal flooding. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the watercourse adjacent to the site boundary..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2371.
North Smethwick Canalside, Smethwick.
Due to size of proposed development it is anticipated additional sewer infrastructure may be required to accommodate the development. Development may increase spills at SMETHWICK - ROLFE STREET/ENGINE ST (CSO), SMETHWICK - RABONE LANE/2 (CSOs), HANDSWORTH -NINEVEH RD/HOLLIDAY ST (CSO), LOZELLS-MELBOURNE AVENUE (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR (CSO), GRAVELLY HILL - OFF WALKER DR A (CSO), GRAVELLY HILL - OFF WALKER DR B (CSO), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
MEDIUM.
Assumed that the development would discharge to the watercourse within the site boundary..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
1451.
28-64 High Street, West Bromwich.
Assumed connection to the 225mm diameter combined systems to the southwest. Clusters of flooding incidents downstream with internal flooding reported. Development may increases spills at OLDBURY - BROMFORD LANE (CSO), OLDBURY - IZONS LANE (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a nearby watercourse. Note external flooding incidents reported on the surface water system. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2893.
Former Sunlight Laundry, Stanhope Road, Smethwick, B67 6HN.
Internal flooding reported approx. 500m downstream. Development may increase spills at SMETHWICK - SOHO WAY/BALDWIN ST (CSO), SMETHWICK - RABONE LANE (CSO), HANDSWORTH -NINEVEH RD/HOLLIDAY ST (CSO), LOZELLS-MELBOURNE AVENUE (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR (CSO), GRAVELLY HILL - OFF WALKER DR A (CSO), GRAVELLY HILL - OFF WALKER DR B (CSO), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2919.
Land to east of Black Lake, West Bromwich.
Assumed connection to the 150mm diameter combined system to the northeast of the site based on topography - small diameter sewer. Clusters of flooding incidents reported downstream with internal flooding. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2986.
Friar Street, Wednesbury.
Near to site 28. Due to size of proposed development sewer capacity not excepted to be an issue. External flooding reported downstream. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR (CSO), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the surface water system within the site boundary discharging to a nearby watercourse. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
3009.
Tatbank Road, Oldbury, B69 4NB.
Clusters of flooding incidents downstream with internal flooding. Development may increase spills at OLDBURY - WEST BROMWICH STREET (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the surface water system <100m from the site boundary, discharging to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
3011.
Langley Maltings, Western Road, Langley, B69 4LY.
Clusters of flooding incidents downstream with internal flooding. Development may increase spills at OLDBURY - WEST BROMWICH STREET (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2940.
Rattlechain Site Land to the north of Temple Way, Tividale.
Cluster of flooding incidents downstream with internal flooding. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B(CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is a 1800mm diameter trunk sewer running though the site boundary which will need to be considered. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary outfalling to the nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2972.
Used Car Sales site on corner of Lower Church Lane and Horseley Heath, Tipton.
Development site just upstream of Tipton - Horsley Heath shaft tank. Cluster of flooding incidents downstream with internal flooding. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
1994.
Land And Premises At Winkle Street And John Street, West Bromwich.
Clusters of flooding incidents reported downstream with internal flooding. Development may increase spills at WEST BROMWICH - SUSSEX AVENUE (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system which outfalls some distance downstream..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
3049.
Land between Addington Way and River Tame; Temple Way (Rattlechain).
Adjacent site 2940. Cluster of flooding incidents downstream with internal flooding. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is a 1350mm diameter trunk sewer running though the site boundary which will need to be considered. .
HIGH.
Assumed that the development would discharge to the watercourse running adjacent to the site boundary..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
1546.
Heartlands Furniture, Cranford Street, Smethwick.
Due to size of proposed development it is anticipated additional sewer infrastructure may be required to accommodate the development. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
MEDIUM.
Assumed that the development would discharge to the watercourse within/ adjacent to the site boundary. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2388.
Swan Lane, North of A41, West Bromwich.
Cluster of flooding incidents downstream with internal flooding reported. Development may increase spills at nearby SWAN VILLAGE - DUDLEY STREET (CSO) and downstream BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary outfalling to the nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
375.
Land adjacent to Pear Tree Lane, Coseley.
Cluster of flooding incidents downstream with internal flooding reported. Development may increase spills at TIPTON - BEAN ROAD (CSO), TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary that outfalls adjacent to the site..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

305.
Leona Industrial Estate, Nimmings Road.
Flooding clusters downstream with internal flooding reported. Development may increase spills at BLACKHEATH - CAKEMORE ROAD (CSO), WHITEHEATH - TITFORD LANE (CSO), OLDBURY - WEST BROMWICH STREET (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary that outfalls to a watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

347.
Former Mons Hill Campus, Wrens Hill Road.
Flooding cluster downstream with internal flooding reported. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system., however note site is >200m from nearest accessible sewer line..
HIGH.
Assumed that the development would discharge to the adjacent surface water system which outfalls nearby. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

HO0181.
LAND AT FORMER CAPARO WORKS, BETWEEN THE WYRLEY & ESSINGTON CANAL AND MINER STREET, WALSALL.
Due to the size of the development additional sewer infrastructure may be required in order to accommodate the proposed development. Development may increase spills at WALSALL - PLECK ROAD (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
MEDIUM.
Assumed that the development would discharge to the watercourse running adjacent to the site boundary..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

HO0195.
Petrol Station, 274-276 Lichfield Road, Willenhall.
External flooding reported on highway downstream and downstream flooding clusters with internal flooding reported. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary outfalling to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
HO0308.
Gordon House (TA Centre), Sutton Road, Walsall.
Due to size of development sewer capacity not expected to be an issue. Assumed connection to combined system to south of development site. Development may increase spills at WALSALL - CORPORATION STREET WEST (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the surface water system adjacent to the site that outfalls to a watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

HO0320.
Birway Garage, Newhall Street, Willenhall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at downstream WILLENHALL - WALSALL ROAD/ACORN ST (CSO), impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the surface water system adjacent to the site..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
HO0313.
Royal British Legion Club, Broad Lane Gardens, Bloxwich.
Due to size of development sewer capacity not expected to be an issue. External flooding incidents reported downstream. Development may increase spills at downstream BLOXWICH - SNEYD LANE (CSO), PLECK - WOLVERHAMPTON ROAD (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
There is no accessible watercourse or separate surface water system in vicinity of the site boundary. .
Brownfield site. Surface water should be managed through SUDs and any discharge to the combined system not exceed present levels. .
MEDIUM

HO0217a.
Former Petrol Station corner of Bentley Mill Way, Wolverhampton Road West, Walsall.
Adjacent to site HO0217b. Due to size of development sewer capacity not expected to be an issue. Development may increase spills at downstream NORTH WILLENHALL - BENTLEY RD (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the surface water system adjacent to the site boundary which outfalls nearby..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
HO1314.
Gorway Road.
Assumed connection to 225mm diameter combined system southeast of site boundary based on topography. Development may increase spills at nearby WALSALL - BROADWAY (GOLF COURSE) (CSO) and downstream WALSALL - BESCOT CRESCENT (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent surface water system that outfalls to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

HO0046.
Noose Crescent (former Lakeside School), Willenhall.
Due to size of development sewer capacity not expected to be an issue. Development may impact pump operation at the adjacent NOOSE CRESCENT PS. Development may increase spills at downstream WEDNESFIELD - WATERY LANE (CSO), impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. Flows would likely drain via gravity to the adjacent Noose Crescent SPS..
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW


HO0093.
Woodwards Road (former garage and vehicle storage yard), Walsall.
Development may impact pump operation at the adjacent THICKET CLOSE SPS and increase spills at the dual manhole downstream of the SPS discharge point. Cluster of external flooding incidents downstream although records suggest flooding was due to blockage rather than hydraulic incapacity. Development may increase spills at the downstream WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. Flows would likely drain via gravity to the Thicket Close SPS..
MEDIUM.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

HO0053.
Rear of 16 High Road, Lane Head, Willenhall.
Clusters of flooding incidents downstream with internal flooding reported. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary that outfalls to a nearby watercourse, however associated flooding cluster with internal flooding reported on the downstream SWS..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the SWS with associated flooding cluster/ internal flooding..
HIGH
HO0124.
Allen's Centre, Hilton Road, New Invention.
Clusters of flooding incidents downstream with internal flooding reported. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system that outfalls nearby. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
HO0023b.
Kendrick Place and Castle View Road, Moxley.
Development may impact pump operation at KENDRICK PLACE SPS, which is located within the site boundary and is likely where development flows would drain to. Cluster of external flooding incidents downstream. Development may increase spills at BILSTON - VULCAN ROAD (THE LUNT) (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered, including Kendrick Place SPS. .
MEDIUM.
There is no accessible watercourse or separate surface water system in vicinity of the site boundary. .
Brownfield site. Surface water discharge to combined system, where flooding cluster, exceeding present levels undesirable. Surface water should be managed through SUDs..
HIGH
HO0176.
Land adjacent Bentley Green, Bentley Road North.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at downstream NORTH WILLENHALL - BENTLEY RD (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated some pumping may be required to connect the development to the existing system. There is existing sewer infrastructure within the site to be considered..
LOW.
Assumed that the development would discharge to the surface water system running through the site boundary that outfalls to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
HO0316.
Premier Aftercare, The Green, Darlaston.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at DARLASTON - BENTLEY ROAD SOUTH (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the nearby surface water system outfalling to a watercourse. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
HO0060c.
Hollyhedge Lane (east side) (former Bradford Coal Wharf), Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - PLECK ROAD (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

HO0062.
Former Metal Casements, Birch Street, Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - CORPORATION STREET WEST (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

HO0066b.
Walsall Iron and Steel, Wolverhampton Road, Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - PLECK ROAD (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the nearby surface water system outfalling to a watercourse. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
HO0125.
Essington Lodge, Essington Road, New Invention.
Clusters of flooding incidents downstream with internal flooding reported. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the nearby surface water system where cluster of external flooding incidents downstream. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system where cluster of external flooding incidents..
MEDIUM

HO0137a.
60 Walsall Road, Willenhall.
Due to size of development sewer capacity not expected to be an issue. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent surface water system that outfalls nearby. .
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW

HO0060a.
Hollyhedge Lane (east side) (30 to 32), Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - PLECK ROAD (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

HO0321.
Willenhall Coachcraft, 348 Wolverhampton Road West, Willenhall.
Assumed connection to 225mm diameter combined system south of the development site. Due to size of development sewer capacity not expected to be an issue. External flooding incident reported downstream. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
HO0322b.

HO0180.
LAND AT CHURCHILL ROAD AND KENT ROAD TO THE REAR OF 2-14 KENT ROAD AND 201-205 CHURCHILL ROAD, BENTL.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at downstream DARLASTON - BENTLEY MILL WAY (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
LOW.
Assumed that the development would discharge to the surface water system running through the site boundary that outfalls to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW


HO0072.
Festival Avenue, Darlaston.
Clusters of flooding incidents downstream with internal flooding reported. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a watercourse..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW

HO0044.
Poplar Avenue (east), Bentley.
Adjacent HO0180. Due to size of development sewer capacity not expected to be an issue. Development may increase spills at downstream DARLASTON - BENTLEY MILL WAY (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
LOW.
Assumed that the development would discharge to the surface water system running through the site boundary that outfalls to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
HO0020.
Field Street (Gilberts' Club), Willenhall.
Internal flooding reported downstream of bifurcation close to development site. Development may impact pump operation at WILENHALL STW PS and increase spills at WILENHALL (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography, it is anticipated some pumping may be required to connect the development to the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system that outfalls to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW

HO0305.
Cricket Close Allotments and Tennis Courts, Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - BROADWAY (GOLF COURSE) (CSO), WALSALL - BESCOT CRESCENT (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
LOW.
Assumed that the development would discharge to the surface water system within the site boundary that discharges to the adjacent watercourse, or to the watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system/ watercourse..
LOW

HO0060b.
Hollyhedge Lane (east side) (28), Walsall.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WALSALL - PLECK ROAD (CSO), WALSALL - CORPORATION STREET (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

2590.
Pall Mall, South of Cranford Street and Heath Street, Smethwick.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to consider..
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
6997.
Heath Street, Smethwick.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - HEATH STREET (CSO), WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
6924.
The Phoenix Collegiate, Friar Park Road, Wednesbury.
Adjacent larger development 2985. Due to size of development sewer capacity not expected to be an issue. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
LOW.
Assumed that the development would discharge to the surface water system ~180m from the site boundary, outfalling to a watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
6919.
PJ Commercials London Street, Smethwick.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
LOW.
Assumed that the development would discharge to the adjacent surface water system outfalling to the nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
6998.
Phase 6 of Grove Lane MP.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
LOW.
Assumed that the development would discharge to the adjacent surface water system outfalling to the nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2985.
Land at Friar Park Road, Wednesbury.
Due to size of development modelling likely to be required to assess implications and any necessary capacity improvements. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to the nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2370.
Bradley's Lane/High Street, Tipton.
Cluster of flooding incidents downstream with internal flooding reported. Development may increase spills at BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
HIGH.
Assumed that the development would discharge to the surface water system within the site boundary outfalling nearby..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2946.
Horseley Heath/Railway Street, Tipton.
Cluster of flooding incidents downstream with internal flooding. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
2588.
Grove Street/Abberley Street, Smethwick.
Due to size of the proposed development capacity improvements may be required in order to accommodate the proposed development. Development may increase spills at WINSON GREEN - HEATH STREET (CSO), WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to be considered. .
MEDIUM.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
3223.
Summerton Road, Oldbury.
Cluster of flooding incidents downstream and internal flooding reported. Development may increase spills at downstream dual manholes, BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. .
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
27372.
Fmr Royal Hospital, Royal Hospital Devt Area.
External flooding cluster nearby foul/ combined network. Development may increase spills at WOLVERHAMPTON -BILSTON RD/EAGLE ST (CSO), WOLVERHAMPTON -BILSTON RD (CSO), BILSTON - STOW HEATH LANE (CSO), DARLASTON - STOWHEATH EAST TANK (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to consider..
MEDIUM.
Assumed that the development would discharge to the surface water system within the site boundary outfalling nearby..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW

1203.
Mill Street, Great Bridge.
Assumed connection to 300mm combined system in north of development site. Cluster of flooding incidents downstream with internal flooding. Development may increase spills at TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure on the site to consider..
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
2377.
Carters Green / Gun Lane, West Bromwich.
Clusters of flooding incidents reported downstream with internal flooding. Development may increase spills at WEST BROMWICH - SUSSEX AVENUE (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a nearby watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW

6483.
Thandi Coach Station, Alma Street, Smethwick,B66 2RL.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO). .
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
LOW.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
91.
Bourne Street.
Cluster of flooding incidents downstream with internal flooding reported. Development may increase spills at TIPTON - BEAN ROAD (CSO), TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated some pumping may be required to connect the development to the existing system. .
HIGH.
Assumed that the development would discharge to the watercourse within the site boundary..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
H16.1.
Birmingham New Road.
Due to size of development modelling likely to be required to assess implications and any necessary capacity improvements. Assumed connection to 300mm diameter combined system north of the site based on topography. Clusters of flooding incidents downstream with internal flooding reported. Development may increase spills at TIPTON - BEAN ROAD (CSO), TIPTON - TOLL END (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
HIGH.
Assumed that the development would discharge to the adjacent watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the watercourse..
LOW
312.
Land rear of Salcombe Grove, Coseley.
Cluster of external flooding incidents downstream. Development may increase spills at BILSTON - VULCAN ROAD (THE LUNT) (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system. There is existing sewer infrastructure within the site to be considered. .
MEDIUM.
Assumed that the development would discharge to the surface water system within the site boundary outfalling nearby..
Greenfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system. .
LOW
3507.
Edwin Richards Quarry, Portway Road, Rowley Regis.
Assumed connection to 225mm diameter combined system to northeast of site based on topography, although this is highly variable as site is currently a quarry. Cluster of flooding incidents downstream with internal flooding. Development may increase spills at WHITEHEATH - TITFORD LANE (CSO), OLDBURY - WEST BROMWICH STREET (SSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system, although currently site topography is highly variable as site is a quarry..
HIGH.
Assumed that the development would discharge to the adjacent surface water system where cluster of flooding incidents with internal flooding reported..
Brownfield site. Discharge to surface water system with flooding cluster/ internal flooding reported undesirable. Surface water should be managed through SUDs..
HIGH
1459.
Land at corner of Bank Street and Church Lane.
Clusters of flooding incidents reported downstream with internal flooding. Development may increase spills at WEST BROMWICH - SUSSEX AVENUE (CSO), BIRMINGHAM - RAY HALL (CSO), WITTON - WITTON ROAD/ ASHTON LANE (CSOs), ASTON - HOLTE ROAD (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
HIGH.
Assumed that the development would discharge to the adjacent surface water system outfalling to a watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
744.
Perrott Street / Kitchener Street, Black Patch, Smethwick.
Due to size of development sewer capacity not expected to be an issue. Development may increase spills at WINSON GREEN - PERROTT STREET (CSO), HOCKLEY - HUNTERS VALE (CSO), NEWTOWN - MILTON STREET (CSO), ASTON - CHESTER STREET (CSO), NECHELLS - LONG ACRE 1 (CSO), GRAVELLY HILL - OFF WALKER DR/A/B (CSOs), CASTLE VALE - KINGSBURY ROAD (CSO)..
Based on a review of topography it is anticipated a connection can be made via gravity into the existing system..
LOW.
Assumed that the development would discharge to the surface water system within the site boundary that outfalls to a watercourse..
Brownfield site. Surface water should be managed through SUDs and only excess discharged to the surface water system..
LOW
SA-0012-WAL.
Land off Sutton Road, Longwood Lane, Walsall.
Site ~500m downstream of The Tree Crowns. Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. Longwood Lane PS and Sutton Road / Wood End Farm PS are located adjacent to the site boundary so pump operation there could be impacted by development. Isolated external flooding incident reported ~100m from the site on Sutton Rd. Development may impact operation and increase spills at unnamed overflow at Sutton Road, Paddock, Walsall - Broadway (Golf Course) (CSO), Walsall - Bescot Crescent (CSO), Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Isolated internal flooding incident reported near The Delves along Full Brook. Cat 3 and cat 4 pollution incidents reported along Full Brook..
Based on a review of topography, it is anticipated some pumping may be required to connect the development to the existing system. .
HIGH.
Greenfield site. Assumed the development would discharge to the watercourse or surface water system located within the site boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0017-WAL.
Columba Park, Land at Queslett Road/Aldridge Road, Walsall.
Due to the size of the development modelling may be required to assess implications and any necessary capacity improvements. Isolated external flooding incident reported <50m from eastern boundary of the site. A few clusters of internal and external flooding incidents reported downstream around Sutton Coldfield. Various isolated and clustered cat 3 and cat 4 pollutions reported downstream, particularly along Plants Brook where dual manholes outfall to the watercourse there. Cat 1/2 pollution reported further downstream near Longmoor Pool. Development may increase spills at Tyburn - Hansons Bridge Road 120 (CSO) and Erd-Eachelhurst Rd (Plants Brk) (CSO), and Castle Vale - Kingsbury Road (CSO)..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
HIGH.
Greenfield site. Assumed the development would discharge to the surface water system located adjacent to the site boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system. Concerns about future discharge to surface water system where external flooding and cat 3 pollutions reported close to outfall of SWS to watercourse..
MEDIUM
SA-0020-SAN.
Land to North of Painswick Close Sub Station.
Due to size of proposed development sewer capacity not expected to be an issue. Site is <500m North East of Rayhall STW. Development may impact operation and increase spills at Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
LOW.
Greenfield site. Assumed the development would discharge to the watercourse adjacent to the site boundary or to the surface water systen close by, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0032-WOL.
Lane Street / Highfields Road, Bradley, Wolverhampton.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
LOW.
Brownfield site. Assumed the development would discharge to the surface water system located adjacent to the site boundary, outfalling to the watercourse, or to the watercourse <100m from the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0034-WOL.
Major Street Dixon Street.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Bilston - Stow Heath Lane (CSO), Darlaston - Stowheath East Tank (CSO), Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed the development would discharge to the watercourse adjacent to the site boundary or surface water system located within the site boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0035-WOL.
Wednesfield 9 (Phoenix Road).
Due to size of proposed development sewer capacity not expected to be an issue. Wednesfield - Phoenix Road (CSO) PS and associated overflow are <50m from the site so it is expected that pump operation there may be impacted and spills may be increased. Development may also impact operation and increase spills at Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system located within the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-0036-WOL.
Wednesfield 12 (Bentley Bridge Business Park, Well Lane).
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at W/fld - Merrils Hall Ln - W/fld Wy (SO), Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system located within the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/watercourse..
LOW
SA-0037-WOL.
Glynweds (Pantheon Park - former Prime 10, Bentley Bridge).
Due to size of proposed development sewer capacity not expected to be an issue. Planetary Road PS is <150m from the site andpump operation there may be impacted. Development may impact operation and increase spills at Neachells Lane PS and associated overflow, Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system located within the site. .
Surface water should be managed through SUDs and any excess discharged to the surface water system..
LOW
SA-0039-WOL.
Tata Steel.
Due to size of proposed development sewer capacity not expected to be an issue. Site immediately adjacent to Wednesfield - Merrils Hall Lane (SO) and W/fld - Merrills Hall Ln - W/field Wy (SO). Waddens Brook Lane SWS PS with associated external flooding incident reported ~100m from site. Development may impact operation and increase spills at Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse ~100m from the site or to the surface water system located within the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0040-WOL.
Moseley Road Open Space (part), Langdale Drive, Bilston.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Darlaston - Stowheath East Tank (CSO), Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Greenfield site. Assumed the development would discharge to the surface water system adjacent to the site boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0041-WOL.
Bowmans Harbour, Planetary Road.
Due to size of proposed development sewer capacity not expected to be an issue. Repeat external flooding incidents reported to south of site on Barnhurst FWS network and development would be likely to impact pump operation at Heath Town - Sigmund Cl (Danehurst) (SPS). Site located adjacent to Glynweds (Pantheon Park - former Prime 10, Bentley Bridge). Development may impact operation and increase spills at Neachells Lane PS and associated overflow, Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. Assumed this development would drain to Minworth STW..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system located within the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-0044-WOL.
Millfield Road EDNA.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Bilston - Stow Heath Lane (CSO), Darlaston - Stowheath East Tank (CSO), Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography, it is anticipated some pumping may be required to connect the development to the existing system. .
LOW.
Brownfield site. Assumed the development would discharge to the watercourse adjacent to the site boundary..
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0047-WOL.
Dean's Road/ Neachells Lane.
Due to size of proposed development sewer capacity not expected to be an issue. Neachells Lane PS and associated overflow are <50m from the site so it is expected that pump operation there may be impacted and spills may be increased. Development may also impact operation and increase spills at Wednesfield - Watery Lane (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Greenfield site. Assumed that the development would discharge to the surface water system located close to the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-0051-WOL.
Former Starr Road Transport Depot, Dale Street.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed the development would discharge to the surface water system located within the site boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0052-WOL.
Land behind Keyline Builders Merchants, Willenhall Road.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Portobello - Willenhall Road (CSO), Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse ~250m from the site or to the surface water system located adjacent to the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-0057-WAL.
Lynx/ Beatwaste Site, Bentley Lane.
Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. Cat 4 pollution incident reported <150m from the site boundary. Development may impact operation and increase spills at Darlaston - Bentley Mill Way (CSO), Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
MEDIUM.
Brownfield site. Assumed that the development would discharge to the surface water system located adjacent to the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0064-WAL.
Former NHS site, Land east of Nether Hall Avenue, Great Barr Walsall.
Many clusters of internal and external flooding incidents reported downstream particularly in the Great Barr area and particularly on Haddon Road. Cat 1/2 and cat 3 pollutions reported downstream where Beeches Road crosses the watercourse. Development may impact operation and increase spills at Perry Barr - Perry Park (CSO), Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
HIGH.
Brownfield site. Assumed the development would discharge to the watercourse ~150m from the site or to the surface water system ~50m from the site, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0078-WAL.
Calderfields West, Aldridge Road, Walsall - Land at Aldridge Road.
Due to the size of the development modelling may be required to assess implications and any necessary capacity improvements. Isolated external flooding incident reported close to where site would connect to combined network to the south. If development connects to network to North East, it may impact pump operation at Aldridge Road PS, where internal and external flooding incidents reported. Development may increase spills at unnamed overflow at Sutton Road, Paddock, where cat 1/2 pollution reported close to outfall. Development may impact operation and increase spills at Walsall - Broadway (Golf Course) (CSO), Walsall - Bescot Crescent (CSO), Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Isolated internal flooding incident reported near The Delves along Full Brook. Cat 3 and cat 4 pollution incidents reported along Full Brook..
Although there is foul/combined network infrastructure adjacent to the site border, based on a review of topography, it is anticipated some pumping may be required to make this connection. The closest network downhill of the site, which connection can be made via gravity, is located ~200m south of the site. Assumed the site would connect to the network via gravity. .
HIGH.
Greenfield site. Assumed that the development would discharge to the watercourse ~100m from the site or to the surface water system located adjacent to the site boundary, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0163-WAL.
Cartbridge Lane South Open Space.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Walsall - Corporation Street West (CSO), Walsall - Corporation Street (CSO), Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Greenfield site. Assumed that the development would discharge to the adacent watercourse or to the surface water system located within the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-0172-WAL.
Former Reedswood Golf Course.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Walsall - Pleck Road (CSO), Walsall - Corporation Street West (CSO), Walsall - Corporation Street (CSO), Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Greenfield site. Assumed that the development would discharge to the adacent watercourse or to the surface water system located <50m from the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0174-WAL.
Former Allens Centre and Hilton Road Amenity Greenspace.
Clusters of internal and external flooding incidents reported downstream in the Willenhall area, particularly along culverted watercourse Waddems & Bentley Flood Relief Culvert. Development may impact operation and increase spills at Willenhal STW, unnamed overflow at Bentley and Darston North, Darlston - Darlston Road (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed that the development would discharge to the surface water system located within the site. .
Surface water should be managed through SUDs and any excess discharged to the surface water system..
LOW
SA-0295-WAL.
The Three Crowns.
Site ~500m upstream of Land off Sutton Road, Longwood Lane, Walsall. Isolated external flooding incident reported on Sutton Rd and isolated internal flooding incident reported near The Delves along Full Brook. Development may impact operation and increase spills at unnamed overflow at Sutton Road, Paddock, Walsall - Broadway (Golf Course) (CSO), Walsall - Bescot Crescent (CSO), Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Isolated internal flooding incident reported near The Delves along Full Brook. Cat 3 and cat 4 pollution incidents reported along Full Brook..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Brownfield site. Assumed the development would discharge to the watercourse ~200m from the site or to the combined system located adjacent to the site boundary. Closest surface water system ~250m from the site..
Concerns about future discharge to combined system where internal flooding reported downstream. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
200.
Land adjacent to Asda Wolverhampton Road Oldbury.
Cat 3 pollution reported on site boundary. Development may impact operation and increase spills at Oldbury - West Bromwich Street (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River. Isolated external flooding incident and small cluster of repeated internal and external flooding incidents reported downstream. .
Based on a review of topography, it is anticipated some pumping may be required to connect the development to the existing system. .
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
223.
Seven Stars Road, Oldbury.
Development may impact operation and increase spills at Oldbury - West Bromwich Street (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River. Isolated external flooding incident and small cluster of repeated internal and external flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
253a.
Land adjacent to M5 J2.
Development may impact operation and increase spills at Oldbury - West Bromwich Street (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River. Isolated external flooding incident and small cluster of repeated internal and external flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse ~100m from the site or to the surface water system ~75m from the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
253q(8).
Rounds Green Road/Shidas Lane, Oldburymove.
[Isolated external flooding incident reported >20yrs ago on highway <50m from site boundary.] Dual manhole <500m downstream connecting to combined system which outfalls to watercourse at Roway Lane, where unnamed overflow at Rounds Green PS, cat 3 pollutions and a small cluster of repeated internal and external flooding incidents reported. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse ~150m from the site or to the surface water system located adjacent to the site boundary, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
258b.
Legacy 43, Ryder Street, West Bromwich.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
LOW.
Brownfield site. Assumed the development would discharge into the surface water system located adjacent to the site, outfalling to the watercourse, or to the watercourse ~100m from the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW
CFS158.
Severn Trent, Land off Roway Lane.
Site is adjacent to British Gas, Land off Dudley Road, Oldbury. Oldbury - West Bromwich Street (CSO) is located on site and development connected upstream of this asset may increase spills there. Site is <500m upstream from unnamed overflow at Rounds Green PS, cat 3 pollutions and a small cluster of repeated internal and external flooding incidents reported at Rowary Lane. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the surface water system located within the site boundary, outfalling to the watercourse. .
Concerns about future discharge to surface water system where CSO connected to SWS within the site. Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
MEDIUM
H16.1a.
Bean Road, Coseley.
Isolated internal flooding incident and cluster of internal and external flooding incidents reported downstream at Walker Street. Development may impact operation and increase spills at Tipton - Bean Road (CSO), Alexandra Road PS, Tipton - Toll End (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Several clusters of cat 3 and cat 4 pollutions reported downstream along Tame River. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge to the watercourse located within the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0001-SAN.
Land of Tanhouse Avenue, Great Barr.
Due to size of proposed development sewer capacity not expected to be an issue. Development may impact operation and increase spills at Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Greenfield site. Assumed the development would discharge into the surface water system located within the site, outfalling to the watercourse, or to the watercourse ~75m from the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW

SA-0026-SAN.
Land at Coneygre, Newcomen Drive, Sandwell.
Coneygree SPS and associated overflow are located on the site boundary and development may impact pump operation and increase spills there. Development may impact operation and increase spills at Horseley Heath (SO), Market Place - Great Bridge (CSO), unnamed overflow at Solly Grove, Great Bridge, Tipton - Toll End (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Several clusters of cat 3 and cat 4 pollutions reported downstream along Tame River. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
MEDIUM.
Brownfield site. Assumed the development would discharge into the surface water system located within the site boundary, outfalling to the watercourse. .
Concerns about future discharge to surface water system where CSO connected to SWS on site boundary, and two clusters of cat 3 and cat 4 pollution incidents and an isolated external flooding incident downstream. Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
MEDIUM
SA-0030-SAN-A.
Whitehall Road (North), Tipton.
Site borders Whitehall Road (South), Tipton. Great Bridge - Farley Street (CSO) is located adjacent to the site and development may increase spills there as well as at Great Bridge - Whitehall Road (CSO) located immediately downstream of the site. Clusters of cat 3 and cat 4 pollutions reported along River Tame. Downstream cluster of internal and external flooding incidents at Hydes Road, Wednesbury. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse or to the surface water system adjacent to the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW
SA-0030-SAN-B.
Whitehall Road (South), Tipton.
Site borders Whitehall Road (North), Tipton. Great Bridge - Farley Street (CSO) is located immediately upstream of the site and development may increase spills there. Clusters of cat 3 and cat 4 pollutions reported along River Tame. Downstream cluster of internal and external flooding incidents Hydes Road, Wednesbury. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse adjacent to the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0033-SAN.
Dudley Road East.
Site borders Brades Road, Oldbury. Two unnamed overflows at Oldbury (Roway Lane) (STW) and Rounds Green PS respectively, cat 3 pollutions and small cluster of internal flooding incidents reported ~200m downstream of the site at Rowary Lane. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse adjacent to the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0044-SAN.
British Gas, Land off Dudley Road, Oldbury.
Site is adjacent to Severn Trent, Land off Roway Lane. Cat 4 pollution incident reported at property bordering the development site. Site is <500m upstream from unnamed overflow at Rounds Green PS, cat 3 pollutions and a small cluster of repeated internal and external flooding incidents reported at Rowary Lane. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse ~150m from the site or to the surface water system located adjacent to the site boundary, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
SA-6999.
Brandhall Golf Course.
Cat 3 and cat 4 pollution incidents reported along watercourse Brandhall Brook located within site boundary. Isolated external flooding incident reported on highway forming part of site boundary. Various isolated external flooding incidents and cat 3 and cat 4 pollutions reported downstream. Development may impact operation and increase spills at Oldbury - West Bromwich Street (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River. Isolated external flooding incident and small cluster of repeated internal and external flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse located within the site boundary or to the surface water system adjacent to the site boundary, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse. Concerns about future discharge to watercourse where cat 3 and cat 4 pollutions reported within site boundary..
LOW
SA-7001.
Brades Road, Oldbury.
Site border Dudley Road East. Two unnamed overflows at Oldbury (Roway Lane) (STW) and Rounds Green PS respectively, cat 3 pollutions and small cluster of repeated internal and external flooding incidents reported ~200m downstream of the site at Rowary Lane. Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. .
HIGH.
Brownfield site. Assumed the development would discharge into the watercourse adjacent to the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
IN0122.
Former Moxley Tip, Moxley Road.
Site is ~750m upstream from two clusters of external flooding incidents. Development may impact operation and increase spills at unnamed overflow at Friar Park, Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Several clusters of cat 3 and cat 4 pollutions reported downstream along Tame River. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0104.1.
Former IMI Works, Pleck (Phoenix 10 Site A - part).
Site is located along Reservoir Place. Development may increase spills at Bescot Road (CSO) especially due to size of the proposed development. No flood incidents but there is a Cat 3 pollution incident 50m downstream of the development..
Based on a review of the topography, it is anticipated that some pumping may be required to make this connection. This can be made to an existing system 100m east of the development. .
MEDIUM.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0110.
James Bridge Gasholders Site, Darlaston Road, Walsall.
Site is located along the M6 south of junction 10. No flooding incidents downstream. Due to the size of the development risk level classed as medium..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
MEDIUM.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
256.
Bilport Lane, Wednesbury.
Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
IN0017.2.
Fryers Road, Bloxwich.
The site borders Willenhall Lane. Development may increase spills at Broxwich - Leamore Lane 1 CSO, Pleck - Wolverhampton Road and an unnamed CSO. Multiple external flooding incidents downstream which are not clustered..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed the development would discharge into the downstream watercourse which immediately outfalls into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0315.
Casino and Cinema, Bentley Mill Way.
Site is located along the M6 at junction 10. Development may increase spills at Darlaston - Bentley Mill Way (CSO). Multiple CSOs further downstream may also be impacted. No flooding incidents downstream but there is a Cat 3 pollution incident from the nearby CSO outfall which this development would feed into..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
737 / WOL 47.
Bilston Urban Village.
Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0341.
Hughes Road, Moxley.
Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0104.4.
North of IMI, Pleck (Phoenix 10 Site B).
Site is located along the M6 at junction 10. Development may impact spills at Darlaston - Bentley Mill Way if the CSO surcharges. Multiple CSOs maybe impacted further downstream. No flooding incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
216b.
Brandon Way / Albion Road.
Development may impact operation and increase spills at Great Brdge - Farley Street (CSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Clusters of cat 3 and cat 4 pollutions reported along River Tame. Downstream cluster of internal and external flooding incidents at Hydes Road, Wednesbury..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
HIGH.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system located adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system. Concerns about future discharge to surface water system where external flooding reported adjacent to site..
MEDIUM
IN0069.42.
Former Ductile, Charles Street, Willenhall.
The site is located on Charles Street. Development may increase spills at unnamed CSO downstream. A cluster of internal flooding incidents located downstream along Farmbridge Way, these have direct connection to the foul system. There is also a cluster of surface water flooding incidents nearby which this development would not impact..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Brownfield Site. Assumed the development would discharge a surface water system which is 150m from the site boundary, this will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0068.1.
Land between St Annes Road, Monmer Lane and Sharesacre Street, Willenhall.
The site is located on Sharesacre Street. The development may increase spills at an unnamed CSO downstream. Large cluster of external flooding incidents nearby on Victoria Street so if development sewer surcharges this would reach the flooding locations..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
MEDIUM.
Brownfield Site. Assumed the development would discharge a surface water system which is 60m from the site boundary and will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0328.
Leamore Lane (south side - former Dealeys Castings).
Site is located along Leamore Lane adjacent to Stokes Bridge. Additional network would be needed to connect to the downstream combined system. Development may increase spills at Pleck - Wolverhampton Road and an unnamed CSO. Multiple external flooding incidents downstream which are not clustered..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site, Assumed the development would discharge into the adjacent watercourse which flows past the site border. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0205.
Bentley Mill Way East (Phoenix 10 Site C).
Site is located along the M6 just south of junction 10. Development may impact spills at Darlaston - Bentley Mill Way if the CSO surcharges. No flooding incidents downstream but there is a cat 3 pollution incident associated with the Bentley Mill Way CSO. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0072.2.
Rear of Assa Abloy, School Street, Willenhall.
Site is located on Summerford Place. Development could increase spills at unnamed CSO downstream. Isolated Cat 4 pollution incident located downstream along Aston Road..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge directly into the watercourse that borders the boundary of the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0027.2.
North of Newfield Close, Walsall.
Site is located North of Newfield Close within the industrial estate. Development discharge could increase spills at Walsall - Portland Street (CSO) as well as at Pleck - Wolverhampton Road and an unnamed CSO. No flood incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge into the SWS already built into the site which flows to the nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0017.1.
Focus 10 (adjacent former Trident Alloys, Willenhall Lane, Bloxwich.
The site borders Willenhall Lane. Development may increase spills at Broxwich - Leamore Lane 1 CSO, Pleck - Wolverhampton Road and an unnamed CSO. Multiple external flooding incidents downstream which are not clustered..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed the development would discharge into the downstream watercourse which immediately outfalls into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
104.
Fountain Lane/ Budden Road, Coseley.
Development may impact operation and increase spills at Tipton - Bean Road (CSO), Alexandra Road PS, Tipton - Toll End (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Several clusters of cat 3 and cat 4 pollutions reported downstream along Tame River. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system located adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system. Concerns about future discharge to surface water system where external flooding reported adjacent to site..
MEDIUM
IN0109.
Box Pool Site, Darlaston Road, Walsall.
Site is located around the Darlaston Road CSO. Development may increase spills at Darlaston Road CSO. Cat 4 pollution incident located downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0084.
Central Point, Willenhall Road, Darlaston.
The site is located along Black Country Route. Isolated Cat 4 pollution incident downstream of the development..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0070.2.
Aspray (Former George Carter Pressings), Park Road, Willenhall.
Site is located on Park Road. Development could increase spills at unnamed CSO downstream. Isolated Cat 4 pollution incident located downstream along Aston Road. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
198.
Cakemore Road, Blackheath.
Blackheath - Cakemore Road (CSO) is located on the site border ad development may increase spills there. Cat 4 pollution reported on site border. Development may impact operation and increase spills at Whiteheath - Titford Lane (CSO), Oldbury - West Bromwich Street (SSO), Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River. Isolated external flooding incident and small cluster of repeated internal and external flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Brownfield site. Assumed that the development would discharge to the surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the surface water system..
LOW
IN0093.2.
Axcess 10 Business Park, Land adjacent Unit 401, Bentley Road South.
Site is located south of Bentley Road. Due to size of the development the sewer capacity is not expected to be an issue. No flooding incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0027.1.
Former Calor Gas Site fronting Green Lane, Walsall.
Site is located along Talbot Close within an industrial area. Development discharge could cause spills at Walsall - Corporation Street (CSO). Development may increase spills at Pleck - Wolverhampton Road and an unnamed CSO. No flood incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed the development would discharge into an adjacent which feeds into a combined system. Alternative SWS is uphill of the site..
Concerns about future discharge to combined system. .
MEDIUM
IN0103.2.
Former IMI South of Canal, Darlaston Road, Pleck (Phoenix 10 Site A - Part).
Site is located along Darlaston Road. Due to size of the development the sewer capacity is not expected to be an issue. Development may increase spills at Bascot Road (CSO). No flood incidents downstream of development..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. No nearby surface water system but flow should be able to be discharged to the adjacent watercourse which the development boundary borders..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0317.
Millers Close, Bentley Mill Way.
Site is located on Millers Close. Due to the size of the development the sewer capacity is not expected to be an issue. The development could increase spills at Darlaston - Bentley Mill Way CSO but unlikely due to the size of the proposal. No flooding incidents downstream but there is a Cat 3 pollution incident from the nearby CSO outfall..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0078.2.
North of Westacre, Willenhall.
Site is located west of Willenhall Trading Estate adjacent to the River Tame. Development could increase spills at unnamed CSO downstream. Isolated Cat 4 pollution incident located downstream along Aston Road..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge directly into the watercourse that borders the boundary of the site..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0071.2.
North of Watery Lane, Willenhall.
Site is located adjacent to Wednesfield - Watery Lane CSO and may increase spills at this overflow which would discharge into the Waddens Brook. Development could also increase spills at unnamed CSO downstream. Isolated Cat 4 pollution incident located downstream along Aston Road..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

IN0032.2.
Former Scrap Yard, Alma Street, Walsall.
Site is located along Green Lane. Due to the size of the development the sewer capacity is not expected to be an issue. Development could increase spills at Walsall - Corporation Street CSO. No flood incidents downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge into the adjacent combined system..
Concerns about future discharge to combined system. .
MEDIUM

WOL 23.
Rear of Dale Street (Vulcan Road).
Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system adjacent to the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0105.
Rear of Globe Pub, Darlaston Road, Walsall.
Site is located between Darlaston Road and Walsall Road. Development may increase spills at Bascot Road (CSO). Cat 4 pollution incident 25m downstream of development. No other flood incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
WOL40.
Rear of Spring Road.
Development may impact operation and increase spills at Coseley - Dock meadow Drive (CSO), Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0058.
Reedswood Way.
Site is located along Reedswood Way. Infrastructure already in place. Development may increase spills at Pleck - Wolverhampton Road and an unnamed CSO. Cat 4 pollution incident at adjacent lake. No flood incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge into the SWS already built into the site which flows to the nearby lake..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
WOL18b.
Rolls Royce Playing Fields, Spring Road.
Development may impact operation and increase spills at Bilston - Stow Heath Lane (CSO), Darlaston - Stowheath East Tank (CSO), Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. There is existing sewerage infrastructure on the site that will need to be considered..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system adjacent to the site, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
257a.
Site off Richmond Street, West Bromwich.
Development may impact operation and increase spills at Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some downstream cat 3 and cat 4 pollutions along Tame River..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the surface water system or watercourse adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
735 / WOL 24.
South of Citadel Junction.
Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
WOL21.
South of Inverclyde Drive.
Development may impact operation and increase spills at Coseley - Dock meadow Drive (CSO), Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook, Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
734 / WOL 22.
Springvale Avenue.
Development may increase spills at Bilston - Vulcan Road (The Lunt) (CSO) where cat 3 and cat 1 pollution incidents recorded at outfall to watercourse Darlaston Brook. Development may also impact operation and increase spills at Darlston - Darlston Road (CSO) with associated treatment works, Bescot - Bescot Road (NR TNC 9 M6) (CSO) with associated storage tanks, Birmingham - Ray Hall (CSO) and Rayhall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Some isolated cat 3 and cat 4 pollutions reported downstream. No flooding incidents reported downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or surface water system adjacent to the site. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0063.
Tempus 10 North (Land East of KFC, Tempus Drive).
Site is located along Wolverhampton Road. Development may increase spills at Pleck - Wolverhampton Road CSO and multiple CSOs further downstream. No flooding incidents downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge into the adjacent surface water system which immediately discharges into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0064.
Tempus 10 South (Land South of Village Hotel, Tempus Drive).
Site is located along the M6 at junction 10. Development may increase spills at Pleck - Wolverhampton Road CSO which is within the boundary of this site, multiple CSOs further downstream may also be impacted. No flooding incidents downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will immediately discharge into a nearby watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0052.2.
Walsall Enterprise Park West, Regal Drive, Pleck.
Site is located along Prince Street. Due to size of the development the sewer capacity is not expected to be an issue. Development may increase spills at Walsall - Corporation Street (CSO). No flooding incidents downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0333.
Willenhall Sewage Works.
This site is located at Willenhall Sewage Treatment Works. Development may increase spills at an unnamed CSO downstream. Uncategorised pollution incident located downstream adjacent to the unnamed overflow..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
MEDIUM.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
WOL39.
Powerhouse.
The site is located along Commercial Road. Due to size of the development the sewer capacity is not expected to be an issue. Development may increase spills at WOLVERHAMPTON -BILSTON RD/EAGLE ST (CSO) and also WOLVERHAMPTON - BILSTON RD (CSO) and BILSTON - STOW HEATH LANE (CSO). Further downstream flow also travels through DARLASTON - STOWHEATH EAST TANK (CSO). Isolated Cat 4 pollution incident located downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
IN0118.2.
Rear of Woods Bank Trading Estate, Woden Road West, Darlaston.
Site is located along Woden Road West. Development may impact operation and increase spills at unnamed overflow at Friar Park, Ray Hall STW, Witton - Aston Lane (CSO), Witton - Witton Road (CSO), unnamed overflow at Witton Lane, Witton - Witton Lane PS and associated overflow, Aston - Holte Road (CSO), Witton - Electric Avenue (SO), Nechells - Long Acre 1 (CSO), Gravelly Hill - Off Walker Dr (CSO), Gravelly Hill - Off Walker Dr B (SO) Nechells - Off Walker Dr A (CSO), and Castle Vale - Kingsbury Road (CSO). Several clusters of cat 3 and cat 4 pollutions reported downstream along Tame River. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
LOW.
Brownfield Site. Assumed the development would discharge a surface water system which will discharge into a nearby watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

SA-0286-WAL.
Land to the South East of Longwood Bridge.
Development is immediately upstream of Goodfellows Car Showroom PS and may impact pump operation there. Development may increase spills at unnamed overflow on Westfield Street. A few isolated external flooding incidents and one internal flooding incident reported downstream..
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. Assumed the development would drain to Goscote STW..
HIGH.
Greenfield site. Assumed development would drain to the adjacent watercourse..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0015-WOL.
Land at Grassy Lane, Fallings Park, Wolverhampton.
The development is approximately 1km upstream of WESTCROFT - WATERHEAD DRIVE (CSO) 15402-SO1. There is Hydraulic Flood point reported a further 2km downstream located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C26, C27, C28, C30, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ93028304, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
Surface Water flows could potentially outfall into unnamed watercourse to the north of the development west of Westcroft School using existing surface water network. Alternatively there is an unnamed watercourse that runs approximately 120m to the north of the development that could receive flows from development..
If the surface water flow is to be connected into the existing surface water network then newly constructed surface water drainage on site could gravitate flows to connection point at manhole SJ93028353, pipe size 600mm/525mm/300mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
SA-0010-WOL.
Land North of Grassy Lane, Fallings Park, Wolverhampton.
The development is approximately 1km upstream of WESTCROFT - WATERHEAD DRIVE (CSO) 15402-SO1. There is Hydraulic Flood point reported a further 2km downstream located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C26, C27, C29, C30, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ93028407/SJ93028402, size of the pipe network is 225mm/300mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
It is assumed that Surface Water flows will outfall into unnamed watercourse that runs along the north edge of the development..
It is assumed that Surface Water flows will outfall into unnamed watercourse that runs along the north edge of the development. Newly constructed surface water network will direct flows to outfall. The discharge rates are expected to be controlled in accordance with LLFA requirements..
LOW
SA-0009-WOL.
Open Space at Grassy Lane, Fallings Park, Wolverhampton.
The development is approximately 1km upstream of WESTCROFT - WATERHEAD DRIVE (CSO) 15402-SO1. There is Hydraulic Flood point reported a further 2km downstream located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C26, C27, C28, C29, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ93029301, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
Surface Water flows could potentially outfall into unnamed watercourse to the north of the development west of Westcroft School using existing surface water network. Alternatively there is an unnamed watercourse that runs approximately 120m to the north of the development that could receive flows from development..
If the surface water flow is to be connected into the existing surface water network then newly constructed surface water drainage on site could gravitate flows to connection point at manhole SJ93029352, pipe size 300mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
SA-0030-WOL.
Land East of Wood Hayes Road, Wolverhampton.
The development is approximately 1km upstream of WESTCROFT - WATERHEAD DRIVE (CSO) 15402-SO1. There is Hydraulic Flood point reported a further 2km downstream located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C26, C27, C28, C29, C30, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ94021101, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
Surface Water flows could potentially outfall into unnamed watercourse to the north of the development west of Westcroft School using existing surface water network. Alternatively there is an unnamed watercourse that runs along the north edge of the development that could receive flows from development..
If the surface water flow is to be connected into the existing surface water network then newly constructed surface water drainage on site could gravitate flows to potential connection point at manhole SJ94020352, existing pipe size 300mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
SA-0005-WOL.
Land at Bushbury Lane/ Legs Lane, Bushbury, Wolverhampton.
The development is approximately 1.4km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C26,C28, C29. C30, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92037402, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
There is existing surface water network that runs along the north edge of the development that could be used to take surface water flows from the site. There is no watercourse within a reasonable distance to receive flows from the site directly..
It is assumed new surface water network built within site will direct surface water flows towards existing surface water network to the north of the site. A potential connection to node SJ92037451 could be used, existing pipe size 300mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
MEDIUM
SA-0001-WOL.
Northycote Lane, Bushbury, Wolverhampton.
The development is approximately 1.1km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C25, C27, C28, C29. C30, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92037702, size of the pipe network is 375mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
It is assumed that surface water flows will outfall to watercourse "Waterhead Brook" at the north edge of the development..
It is assumed that newly installed surface water network on site will direct flows to outfall directly. The discharge rates are expected to be controlled in accordance with LLFA requirements..
LOW
SA-0002-WOL.
South of Moseley Road, Bushbury, Wolverhampton.
The development is approximately 0.9km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C24, C26, C27, C28, C29. C30, C31. C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92036804, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
It is assumed that surface water flows will outfall to watercourse "Waterhead Brook" at the south edge of the development..
It is assumed that newly installed surface water network on site will direct flows to outfall directly. The discharge rates are expected to be controlled in accordance with LLFA requirements..
LOW
SA-0003-WOL.
North of Moseley Road, Bushbury, Wolverhampton.
The development is approximately 0.9km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C25, C26, C27, C28, C29. C30, C31, C14 (D5a), and C14 (D5b) as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92035905, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
If development is combined with C25, then it is assumed surface water flows will outfall to "watercourse "Waterhead Brook" to the south of the site, using new surface water network constructed as part of C25 development. If development is not combined with C25 then surface water flows will need to connect to existing network to outfall further along "Waterhead Brook" on Abbeyfield Road..
It is assumed that newly installed surface water network on site will direct flows to development C25 if this option is chosen. If not, then a potential connection to node SJ92045051 could be made, existing pipe size 225mm, to utilise existing surface water network. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
D5a.
Northicote Secondary School (Buildings), Northwood Park Road, WV10 8ER.
The development is approximately 1km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C14 (d5b), C25, C26, C27, C28, C29. C30, and C31 as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92031203, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
It is assumed that surface water flows from the development will outfall to Waterhead Brook to the north west of the site. .
There is existing surface water network that can be connected to so that flows can be directed towards outfall. A potential connection point is at node SJ92031252, existing pipe size 375mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
D5b.
Northicote Secondary School (Playing Field), Northwood Park Road, WV10 8ER.
The development is approximately 1km upstream of a Hydraulic Flood point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: 725/ WOL 5, C14 (d5a), C25, C26, C27, C28, C29. C30, and C31 as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ92031203, size of the pipe network is 225mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
It is assumed that surface water flows from the development will outfall to Waterhead Brook to the north west of the site. .
There is existing surface water network that can be connected to so that flows can be directed towards outfall. A potential connection point is at node SJ92031252, existing pipe size 375mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
725/ WOL 5.
Wolverhampton Business Park.
The development is directly adjacent to a hydraulic flooding point located at Greenfield Lane/Railway (x392054 , y304085) with reported flooding to the highway. A further 1km downstream there is another Hydraulic flooding reported at 4 Club Cottages, WV10 7EY(x391280, y304585). In the same area there is a reported Pollution Incident that has a status of being submitted to the compliance team. Source of the pollution is set as the Foul sewer affecting Rear of Properties/Public access/Footpath/Highway. Flows then gravitate to Coven Heath STW. A development of this size is not expected to impact the sewer network adversely. However, this development should also be considered with other developments in this area: C14 (d5a), C25, C26, C27, C28, C29. C30, and C31 as when combined it could increase the risk. Further detailed hydraulic modelling required to confirm the risk. .
A potential connection point could be at node SJ91049201, size of the pipe network is 150mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
LOW.
There is a drain that runs along the east side of the development that could be a potential outfall location for surface water flows from the site. However there is a railway between the development and the drain and this may make this a more complicated outfall location. A better option may be to connect to existing surface water network directly west of the site that outfalls onto a tributary of Worcestershire Canal..
Surface water could be directed to existing network to the west of the development, potentially connect at node SJ91049200, existing pipe size 1050mm. The discharge rates are expected to be controlled in accordance with LLFA requirements. Further detailed hydraulic modelling required to confirm the risk. .
LOW
684.
Rear of IMI Marstons.
There is a reported pollution incident directly east of the site, the cause being a blockage to the foul sewer. The date logged for the incident was 2018 and has a status of "submit to compliance team". Foul flows from the development would then gravitate towards another reported pollution incident from 2018 which also has a status of "submit to compliance team" in the location of "A4510 Wolverhampton WV10 UK". There is also two Flooding incidents reported at Club Lane on existing network that would take foul flows from the new development. Foul flows are then pumped from COVEN HEATH - BALL LANE (WRPS) 11104-SP1 to Coven Heath STW. There is a pollution incident logged in 2016 for Coven Heath Ball Lane STW but this has been submitted for closure. In addition to this there is also a reported flooding at the pumping station and it has been added to the risk register. Due to the number of reported pollution and flooding incidents along this leg the risk has been classed as Medium, although further detailed modelling will be required to confirm this..
A potential connection point could be at node SJ91031702, size of the pipe network is 375mm/300mm. The elevation profile suggests a gravity connection should be adequate to direct flows from the development..
MEDIUM.
It is assumed that surface water flows from the development will outfall to Staffordshire and Worcestershire Canal which runs adjacent to the west side of the development..
It is assumed that newly installed surface water network on site will direct flows to outfall directly. The discharge rates are expected to be controlled in accordance with LLFA requirements..
LOW