1 Sub-Areas and Site Allocations
Object
Draft Black Country Plan
Representation ID: 22250
Received: 10/10/2021
Respondent: Mr Robert Billing
ref WOH274 WTNA
Objects to proposal.
Cites: incorrect designation as brownfield, with financial reasons suspected.
Objects as more executive homes will result when need is for more social housing.
Objects as survey data is old & does not reflect current wildlife value of site.
Objects as abuts an LNR & development would adversely affect wildlife & amenity of residents.
Objects as development would raise traffic & air pollution levels, would promote motor/quad bikes and impact on safety and wildlife.
Objects die to loss of amenity, tranquillity, leisure facility. Objects due to increase in flood risk, also to proposal as site should be incorporated into adjacent Smestow LNR as the habitat value of site survey is out of date & underestimated.
Comment
Draft Black Country Plan
Representation ID: 22261
Received: 11/10/2021
Respondent: The Wildlife Trust for Birmingham and the Black Country
13 Sub-Areas and Site Allocations
Comment: WTBBC welcome the BCA’s use of the Site Assessment (selection) process and the evidence that has been collated for and used in this. Many sites put forward through the Call for Sites process where development would have been highly damaging for wildlife, landscape and communities have not been selected as a result of the implementation of this (notable examples are Seven Cornfields in Wolverhampton, the Dudley green belt to the south of Halesowen and numerous sites in the Walsall green belt). A number of sites have, however, been selected where evidence demonstrates they should not, or where significant considerations remain.
Comment: Due to the large number of allocations in the BCP it was necessary to develop a process to determine which sites WTBBC were able to submit evidence-based comments for. Our detailed response to the BCP’s policies provides information on how the remaining allocations should be managed through the planning system.
In summary, we have commented on or objected to sites:
• That the Site Assessment process should not have selected.
• Designated for nature conservation or adjoining these.
• Where a Local Sites Assessment should have been undertaken but has not.
• Of high value for ecological connectivity.
• Understood to be public open space.
Comment: WTBBC understands that any written submission will be transferred by the Black Country Authorities to their digital consultation database which has a 100 word limit per response. Each of our allocation responses has therefore been limited to 100 words. Additional details on our comments, evidence and analysis can be provided subsequent to the consultation deadline upon request. Furthermore, WTBBC are able to provide information regarding the specific development considerations of Strategic Allocations.
For each response given we have preceded this with either Support, Object or Comment as requested in the How to Comment section of the Black Country Plan website.
Object
Draft Black Country Plan
Representation ID: 22339
Received: 30/09/2021
Respondent: Mr Robert Jones
Objects to WAH236
Cites: Excessive density at 44.62/Ha, above existing.
Also traffic numbers meaning road safety will be compromised, especially in light of recent other development.
Proposal conflicts with efforts to increase walking & cycling
Further objects due to inadequate infrastructure-heath & education.
Object
Draft Black Country Plan
Representation ID: 22446
Received: 11/10/2021
Respondent: Mr Robin Davies
Objects to Res/Commercial development in green belt:
Cites moving buffer of developed/undeveloped land & effects on biodiversity.
Further objects to increased traffic, adverse impacts on infrastructure, amenity & leisure & air quality impacts.
Objects to WAH234 specifically as would block wildlife corridor.
Espouses brownfield development before green field to remove above problems.
Object
Draft Black Country Plan
Representation ID: 22451
Received: 05/10/2021
Respondent: Mr Roger Broadbent
Objects to Yorks Bridge Pelsall proposal.
Cites adverse impacts on traffic & congestion, and infrastructure as more schools, leisure & medical facilities will be required by the young families in the proposal.
Pelsall's common land & farmland perimeter characterise the area & should not be changed.
Further objects to other green belt development proposals.
Object
Draft Black Country Plan
Representation ID: 22554
Received: 10/10/2021
Respondent: Mr Rohim Uddin
Objects to Calderfields Farm proposal.
Cites inadequacies in brownfield sites identification.
Cites adverse impacts on wildlife & biodiversity,
Cites adverse impacts on road infrastructure, traffic levels, and consequent impacts on wildlife and biodiversity and visual amenity.
Object
Draft Black Country Plan
Representation ID: 22566
Received: 11/11/2021
Respondent: Mr Ross White
Objects to any development harming wildlife designations inc SLINCS/SINCS.
Objects as such designations should be gateway constraint for site selection purposes.
Objects as more emph. on draft Nature Recovery Plan required, and no 'bottlenecks' in eco map allowed.
Objects as increasing housing density in brownfield areas leaves little capacity for biodiversity, ditto greenfield.
Object
Draft Black Country Plan
Representation ID: 22577
Received: 06/10/2021
Respondent: Mr Roy Wakeman
Objects to WOH274 WEC Smestow Valley proposal.
Cites abundant wildlife & biodiversity value, protected and endangered species, amenity & leisure value.
Objects to site proposal as is a local nature reserve, objects to site for luxury homes.
Comment
Draft Black Country Plan
Representation ID: 22591
Received: 11/10/2021
Respondent: Vistry Group
Agent: Rapleys LLP
Queries reliance on brownfield sites re historic delivery rate/viability
Promotes criteria: sites adjacent BC boundary, in settlements close to BC.
Cites clear commuting patterns between BC & South Staffs.
Vistry has sustainable site that meets criteria & can accommodate at scale development within S Staffs greenbelt to meet housing need in BC in the north-eastern part of Bilbrook adjacent to the i54 employment complex.
Object
Draft Black Country Plan
Representation ID: 22598
Received: 11/10/2021
Respondent: Mrs Sharon Blunt
Objects to WAH238 & WAH240.
Cites adverse impacts of proposals on nature conservation/biodiversity and traffic/congestion.
Also objects citing adverse effects on amenity and education services.
Object
Draft Black Country Plan
Representation ID: 22599
Received: 10/10/2021
Respondent: Mrs Sheila Woodward
Number of people: 2
Objects to BL31.
Cites adverse impacts on nature conservation/biodiversity, particularly birds.
Cites insufficient weight given to loss of greenfield sites on wildlife habitat/greenspace and well being/mental health, and cites the irreversible nature of such development.
Comment
Draft Black Country Plan
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
Comment
Draft Black Country Plan
Representation ID: 23046
Received: 04/02/2022
Respondent: Mr Mark Smith
General Comments on Great Barr Hall and Nether Hall Estate. Great Barr Hall allowed to decay to beyond repair by being separated from wider estate.
Comment
Draft Black Country Plan
Representation ID: 23098
Received: 11/10/2021
Respondent: Canal & River Trust
The Draft Black Country Plan identifies statutory consultee notified area. We have not been able to consider the detailed impacts and opportunities arising from all of these sites within the consultation period. We have prioritised the consideration of whether the potential impact of development on canal infrastructure may affect the deliverability or developability of
a site and we have no objections to raise to the principle of development of sites identified in the plan on this basis. However, the need to set development back from canal assets (for example principal embankments, cuttings and tunnel construction shafts) in order to protect their structural integrity may impact on the developable area of sites, the quantum of development that can be achieved and, potentially, development viability.
It is unclear whether the intention for the regulation 19 version of the plan is to include more detailed plans showing the exact site boundaries and/or specific policy requirements for each site allocation. We note that for a limited number of sites, further development guidance/policy is provided (such as SAH226, which specifically refers to the proximity to the Rushall Canal). We would be happy to work with the Black Country Authorities outside of the formal consultation period to identify site specific requirements that may exist in relation to sites proposed for allocation in the plan. As further information becomes available on how the authorities envisage these sites being developed and how they will relate to the nearby waterway(s), the Trust may have concerns to raise, including potentially objections, including to the impact on the setting of waterways. In the absence of site-specific canal-related development policy for each site, we would suggest that the following generic site development policy is used:
Applications for development of the site will need to demonstrate that the proposal (including proposed methods of construction) does not affect the structural integrity of canal assets within the site or its surroundings, that the development protects and enhances the natural and built environment (including heritage value) of the canal corridor and that opportunities for positive engagement between the site and the waterway (including use of the canal towpath as a sustainable travel and recreational asset) are maximised in the interests of all users. Proposals will be assessed against policy ENV7.
The draft plan proposes to allocate a number of sites in the vicinity of the Fens Pools Reservoirs. The Trust understands that the Environment Agency is due to update its reservoir inundation maps shortly. The Trust is also undertaking breach flood assessments for the Fens which will be more detailed. In the event that these assessments indicate that sites may be at risk of inundation, the Trust would need to consider whether this would adversely alter the risk assessment for the reservoir which may require additional works to be carried out at the expense of the applicant/developer, to reduce the risk to an acceptable level. If this is the case, we would suggest that the requirement is included within the site-specific development policy to ensure that the requirement is clear to applicants and decision makers.
The plan also includes a site over the line of the Dudley Tunnel (DUH204), which requires careful consideration, including of the probable former construction shafts within the site, which require protection.
Comment
Draft Black Country Plan
Representation ID: 23102
Received: 11/10/2021
Respondent: Canal & River Trust
Other potential development sites own by the Canal & River Trust
The Trust is considering other opportunities that may exist to bring forward development on land which we have an ownership interest in across the Black Country. We would welcome further engagement with you about this.
Should you have any further queries on these comments, please feel free to contact me.
Object
Draft Black Country Plan
Representation ID: 23327
Received: 11/10/2021
Respondent: St Modwen SL&R
Agent: RPS
Paragraph 7.10 - 7.13 - Funding for housing development in Strategic Centres needs to be evidenced. The viability study determines such areas as unviable, but the Black Country Urban Capacity Report suggests a capacity for 1300 houses in strategic centres. The additional supply of 1300 dwellings should be reconsidered.
Comment
Draft Black Country Plan
Representation ID: 23540
Received: 11/10/2021
Respondent: Historic England
This section of the Plan contains several tables that set out potential site allocations for development within the four Council areas of the Black Country. The tables include newly proposed site allocations as well as site allocations that have been carried through from existing development plan documents, as well as sites with planning permission and in some cases under construction. The Council have confirmed that all proposed allocations are available for consultation at this time.
Within the ‘further information’ column of the tables in this section of the Plan, there is rarely a reference to whether the significance of any heritage assets may be affected as a result of the proposed development. Occasionally, this is referenced but there does not appear to be a system with which this is the case. As a result it is difficult to ascertain whether the potential
harm to the historic environment has been considered in line with Section 16 of the NPPF.
Further, in the Plan there is a section which details site specific policies. For example, Paragraph A65 sets out that there is harm for the historic environment in Policy DSA1 and that any impact will be a material planning consideration. Applicants are also required to support their proposals with a Statement of Significance. We welcome a reference within this policy to the historic environment, however, we are unclear about what is meant by any impacts will be a material planning consideration and that applicants will need to support their proposals with a Statement of Significance. Is this material anticipated to be available at the next stage of the Local Plan consultation or is there an expectation that this information will be available during the development management stage? Historic England are keen to ensure that all sites are assessed at the Local Plan stage to ensure that the ‘in principle’ allocation of sites is acceptable and that any avoidance/mitigation/enhancement measures are set out at the outset within site specific policies. We do not support an approach that leaves the detail to the development management stage; however, it is unclear as to what is meant within the Local Plan currently. This site used as an example has the potential to affect a Grade II* asset and we need to be clear what the harm is and whether this can be overcome or not, in order to make an informed judgement and offer appropriate advice to the Council.
Paragraph A90 and A91 relating to Policy DSA2 uses the same language as above and sets out that there could be harm for the historic environment but relates that it will be a material planning considerations and applications are required to submit a Statement of Significance. Our comments can be reiterated for above and whilst we welcome the inclusion of a section for the
historic environment it is not yet clear how the impacts have been assessed and how any harm can be avoided or overcome or whether the site is suitable in principle.
Policy DSA3 contains more detail about the potential mitigation measures that could be appropriate but there is no requirement for a Statement of Significance to be attached to this proposed application. It is not yet clear what heritage assessment has
been undertaken and whether the mitigation measures identified are the most appropriate and whether development is suitable for this site.
There are four site allocation site specific policies included for Dudley within this stage but we are not aware of site specific policies for all potential allocations listed in the tables.
Within the Sandwell section we could not find any site specific policies or detail as to how the historic environment has been assessed.
Within the Section on Walsall the site specific policy details are written in a different way. For example, Policy WSA4 states that there is a Grade II heritage asset within the site boundary of the proposed allocation. The design principles set out the need for the heritage asset to be conserved and enhanced and must be informed by a ‘detailed heritage character assessment for the proposal’. Historic England requires an assessment to be undertaken to inform the Local Plan allocation and to assess whether allocating this site for new development is appropriate, through understanding the harm to the significance of the heritage asset and whether there are any suitable avoidance/ mitigation measures. The requirement for a detailed heritage character assessment is different to the requirement for a statement of significance requested within the proposed Dudley allocations. Further, Policy WSA8 for example is wholly within a Conservation Area yet there is no reference within the policy text to whether there is harm for the Conservation Area and whether development in this location is appropriate. How has this been assessed? There is a note that there is a listed building adjacent to the site but we have no understanding of how this heritage asset may be affected and the policy requires an assessment to be submitted with a future proposal only. It is possible that Historic England will wish to object to specific proposed allocations but it is not possible to raise specific issues given the lack of information available at this stage. There are not site specific policies available for all of the sites listed in the tables referenced to Walsall.
When considering the proposed allocations Wolverhampton presents a differing approach. For example, Policy CSA1 sets out which heritage sites may be affected within a wider setting than the previous approaches have demonstrated. Paragraph D43 sets out a list of heritage assets including landscape areas and designations that could be affected. However, in this case there is no requirement for a specific assessment to be accompanied by a proposal. What is the impact for the heritage assets listed? Is their harm to the significance of these heritage assets, including their setting as a result of proposed development and as such is this a suitable site allocation? We require the assessment to be undertaken at this stage in order to be able to make an informed judgement about each proposed allocation and offer the Council’s detailed advice. There are not site specific policies available for all of the sites listed within the tables.
Additionally, for all of the areas within this section there is also listed information about potential waste facilities yet this is not accompanied by any assessment data or site specific policies.
Based on the information provided currently we have concerns about the proposed site allocations and whether they are
suitable for development. Given the lack of available heritage assessment at this time we are unable to raise detailed comments on all of the proposed site allocations in order to ascertain which proposed site allocations we may object to or not. As a result of this we are concerned about the overall approach to assessing heritage and seek a meeting with each of the four Council’s to go through all of the proposed site allocations individually and consider how the Council can best assess the proposed site allocations that may harm the historic environment and whether all reasonable alternatives have been considered at the outset.
Further, we are aware that the Strategic Environmental Assessment/ Sustainability Appraisal (SEA/SA) has considered the historic environment within its assessment. However, the site references contained within the Plan are different to the site references contained within the SEA/SA assessment. There is one table that lists the SEA/SA site references and the site addresses but it is too time consuming for us as a statutory consultee to navigate the table assessments in the SEA/SA to understand the reference numbers linked to site addresses and then to locate the site addresses within the Plan and then locate the site number which is then located under a different policy number within the Plan. We have spent a considerable time
trying to understand what assessment has been undertaken and what the implications are for the historic environment at this stage but we have a limited resource given our regional responsibility. It would be helpful if at the next iteration of the Plan there was a transparent way of linking the SEA/SA assessment with the proposed site allocations within the Plan. Please see separate comments on the SEA/SA.
Comment
Draft Black Country Plan
Representation ID: 23602
Received: 10/11/2021
Respondent: HIMOR Group
Agent: Emery Planning
9.5
Chapter 13 — Sub-Areas and Site Allocations
Need for additional site allocations
As set out in our representations to Policies CSPI, HOUI and CBI, there is a need to allocate
additional sites as part of an increased housing requirement to meet local housing need in full.
and to address the deficiencies in relation to housing land supply. Section 10 of this statement
proposes the allocation of the land at Greenwood Road, Aldridge which would contribute to
addressing the identified shortfall.
Site selection methodology
Our concerns with the site selection methodology relate to the application Of the methodology.
both generally and specifically in relation to our client's land. Under stage 3 of the methodology
for Green Belt sites, the criteria for filtering our sites include:
• Where development would cause very high harm to remaining Green Belt and
moderate-high or high harm to landscape sensitivity
With one or more significant planning constraints which cannot be mitigated
We have the following concerns with the approach and how it has been applied.
Firstly, the application of the methodology in the Site Assessments has significantly over-stated
harm in these categories, and/or fails to have regard to potential mitigation. The result is that
most Green Belt sites are assessed as causing very high harm to remaining Green Belt and
moderate-high or high harm to landscape sensitivity, and they are also identified as having other
insurmountable planning constraints. The assessments are unduly negative, and appear to be
part of a wider approach of over-stating harm to justify the failure to meet objectively assessed
needs within the Black Country.
Secondly, the assessments Of Green Belt and landscape sensitivity rely heavily upon the
assessments of wider land in the Green Belt Study and the Landscape Sensitivity Assessment (LSA).
However, these assess much wider parcels Of land and were not based on specific proposals.
Furthermore, at best they only provide a starting point of landscape sensitivity or Green Belt
contribution to a wider area. The findings Of those assessments cannot be applied to the
individual site assessments in the way that they have, as the sites put forward may be lesser in 9.6
9.7
scale
he wlder parcels, follow more
landscaping.
ICal
unda s or provlde m tlgatlon such as
Thirdly, the BCA has applied the methodology inconsistently. For example, in Walsall:
• Several sites are proposed for allocation despite being categorised as causing very high
harm to remaining Green Belt and moderate-high or high harm to landscape sensitivity,
for example the land at (South Of) Stonnall Road, Aldridge (ref: SA-0309-WAL) and the .
For other sites this results in automatic filtering out.
• In some instances. the presence Of a SLINC across the entirety Of a site is not a constraint
to allocation, for example Oxley Park Golf Club (ref: WOH261 WTNA) and land off Sutton
Road, Longwood Lane, Walsall (ref: WHA231 / policy WSA.6). However, in other
instances the assessment claims that "mitigation and or compensation would also be
significant barriers to development" (see Land south Of Bosty Lane, Aldridge, ref: SA-
0047-WAL).
We highlight specific issues with the application of the site assessments in relation to our client's 10.
Object
Draft Black Country Plan
Representation ID: 43825
Received: 11/10/2021
Respondent: HIMOR Group
Agent: Emery Planning
25
10. Chapter 13 Sub-Areas and Site Allocations
Need for additional site allocations
10.1 As set out in our representations to Policies CSP1, HOU1 and GB1, there is a need to allocate
additional sites as part of an increased housing requirement to meet local housing need in full,
and to address the deficiencies in relation to housing land supply. Section 11 of this statement
proposes the allocation of the land at Bosty Lane, Aldridge, which would contribute to addressing
the identified shortfall.
Site selection methodology
10.2 Our concerns with the site selection methodology relate to the application of the methodology,
for Green Belt sites, the criteria for filtering our sites include:
Where development would cause very high harm to remaining Green Belt and
moderate-high or high harm to landscape sensitivity
With one or more significant planning constraints which cannot be mitigated
10.3 We have the following concerns with the approach and how it has been applied.
10.4 Firstly, the application of the methodology in the Site Assessments has significantly over-stated
harm in these categories, and/or fails to have regard to potential mitigation. The result is that
most Green Belt sites are assessed as causing very high harm to remaining Green Belt and
moderate-high or high harm to landscape sensitivity, and they are also identified as having other
insurmountable planning constraints. The assessments are unduly negative, and appear to be
part of a wider approach of over-stating harm to justify the failure to meet objectively assessed
needs within the Black Country.
10.5 Secondly, the assessments of Green Belt and landscape sensitivity rely heavily upon the
assessments of wider land in the Green Belt Study and the Landscape Sensitivity Assessment (LSA).
However, these assess much wider parcels of land and were not based on specific proposals.
Furthermore, at best they only provide a starting point of landscape sensitivity or Green Belt
contribution to a wider area. The findings of those assessments cannot be applied to the
individual site assessments in the way that they have, as the sites put forward may be lesser in
26
scale than the wider parcels, follow more logical boundaries or provide mitigation such as
landscaping.
10.6 Thirdly, the BCA has applied the methodology inconsistently. For example, in Walsall:
Several sites are proposed for allocation despite being categorised as causing very high
harm to remaining Green Belt and moderate-high or high harm to landscape sensitivity,
for example the land at (South of) Stonnall Road, Aldridge (ref: SA-0309-WAL) and the .
For other sites this results in automatic filtering out.
In some instances, the presence of a SLINC across the entirety of a site is not a constraint
to allocation, for example Oxley Park Golf Club (ref: WOH261 WTNA) and land off Sutton
Road, Longwood Lane, Walsall (ref: WHA231 / Policy WSA.6). However, in other
ne, Aldridge, ref: SA-
0047-WAL).
10.7 Fourthly, the methodology does not appear to take account of the potential for a scheme to
deliver special site-specific benefits which may outweigh other considerations such as the
purported degree of Green Belt or landscape harm. Such considerations could comprise
exceptional circumstances to justify release from the Green Belt either irrespective of, or in
combination with, other factors such as meeting housing need. An example is the proposed
development of the land south of Bosty Road, Aldridge, which can deliver a replacement school
for the benefit of the local community. This should be a very significant material planning
consideration in the site selection process and the consideration of exceptional circumstances.
However, the site selection methodology does not factor this into the assessment.
10.8
site in Section 11 below.
27
Comment
Draft Black Country Plan
Representation ID: 43905
Received: 11/10/2021
Respondent: Department of Education
Site Allocations
The site allocations policies should also seek to clarify requirements for the delivery of new schools, including when they should be delivered to support
housing growth, the minimum site area required, any preferred site characteristics, and any requirements for safeguarding additional land for future expansion of schools where need and demand indicates this might be
necessary.
Viability assessment should inform options analysis and site selection, with site typologies reflecting the type and size of developments that are envisaged in the
borough/district. This enables an informed judgement about which developments would be able to deliver the range of infrastructure required, including schools,
leading to policy requirements that are fair, realistic and evidence based. In accordance with Planning Practice Guidance, there should be an initial assumption that applicable developments will provide both land and funding for the construction of new schools. The total cumulative cost of complying with all relevant policies should not undermine deliverability of the plan, so it is important that anticipated education needs, and costs of provision are incorporated at the outset, to inform local decisions about site selection and infrastructure priorities.
While it is important to provide this clarity and certainty to developers and the communities affected by development, retaining a degree of flexibility about site
specific requirements for schools is also necessary given that the need for school places can vary over time due to the many variables affecting it.
The department would like to be included as early as possible in discussions on potential site allocations, as there are central wave pipeline free school projects
in Walsall (Darlaston Technology Primary, and Swift Academy) and Wolverhampton (Wednesfield Technology Primary) which may be appropriate for specific designation. We would welcome the opportunity to meet
with the Council in the near future to discuss these projects.
Object
Draft Black Country Plan
Representation ID: 44773
Received: 11/10/2021
Respondent: Consortium of Developers
Number of people: 4
Agent: Turley Associates
4,973 new homes are proposed on existing allocations (circa 10% of the total supply). The largest contributions to this are from Dudley (2,506 homes) and Wolverhampton (2,248 homes). These sites are largely located in Strategic Centres and allocated in Area Action Plans which followed the BCCS. There is no new evidence to demonstrate their deliverability to support their continued allocation in the draft BCP, there is however evidence where the Councils concede a number of these sites are constrained given issues such as land ownership, viability, the need to relocate existing uses, or ground contamination5