Comment

Representation ID: 23035

Received: 17/08/2021

Respondent: Severn Trent Water

(FUTURE IMPACT ON WATER SUPPLY – Our Demand Team have responded back to me and having reviewed the list of sites along with the details in the consulta on document for the housing need. Having also checked the housing need against the WRMP19 housing that we have, whilst this is slightly higher than what is in our current plan, we do not have any concerns for the addi onal level of sites. As we are currently refreshing our housing data at the moment for the next plan, we will be including your latest levels. Overall, we have no concerns from a resource side.
FUTURE IMPACT ON WATER RESOURCES – The Water Resources Team have reviewed the allocated sites. Please find attached the spreadsheets showing the impact in a RAG status format for each individual site. As mentioned previously, whilst we await the waste water assessment information, please also note, having looked at the sewer records, the following sites appear to have Wastewater assets either very close to, or passing through the site
Also, in October 2012, due to a change in legislation, some former private sewers have now become this Company’s responsibility and may also be present on the site. Any underground asset (such as gravity sewers or rising mains) will need to be protected and any new proper es will need to be positioned a certain distance away from these pipes (dependent upon the size of the pipe). Alternatively, it may be possible for the pipes to be diverted, in some certain circumstances, work to divert assets may be deemed as high risk and would need to be undertaken by this Company. This can be a lengthy process and may impact the delivery of any building work on site. Also, we would advise that where a proposed development site is close to a Non-Infrastructure site (such as a Sewage Treatment works or a Sewage Pumping Sta on), the proposed buildings need to be set a certain distance away from the compound site in order to minimise on future noise / smell / nuisance issues. Any developer wishing to build on these allocated sites would be advised to discuss this with our Asset Protec on Team at the most earliest convenience. They can be contacted via email at net.dev.west@severntrent.co.uk.)

[Attachment: PDF Existing Housing Allocations PD]

C14 Northicote Secondary School (Buildings), Northwood Park Road, WV10 8ER
1. Local Authority - Wolverhampton
2. GW Comments (proximity to SPZ of active groundwater borehole) - Within SPZ3 >2km from SPZ2
3. Opposed to development? (Y/N) - N
[All other sites had ‘no comment’ though some had noted that some sites strayed into the South Staffordshire Water Area]
C16 Beckminster House, Beckminster Road
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
C13 Former St Luke's Junior School, Goldthorn Road (playing fields)
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
C13 Former St Luke's Junior School, Goldthorn Road (built area)
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
C14 Northicote Secondary School (Playing Field), Northwood Park Road, WV10 8ER
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
C12 Land at Hall Street / The Orchard
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
Gordon House (TA Centre), Sutton Road, Walsall

[Attachment: PDF New Housing Allocations PD]

[Same table headings as prior document]

SA-0021-WOL City of Wolverhampton College, Paget Road, Compton Park, Wolverhampton
1. Wolverhampton
2. Within SPZ3 <2km from SPZ2
3. N
Ensure EA guidance and best industry practices are employed. Best practice construction methods and mitigation measures should be developed and presented in a Construction Environmental Management Plan for the Proposed Development, which should be agreed with the local planning authority on advance of construction commencing.

SA-0001-WOL Northycote Lane, Bushbury, Wolverhampton
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N

SA-0025-WOL Oxley Park Golf Club land adjacent to 1A Ribbesford Avenue
1. Wolverhampton
2. Within SPZ3 <2km from SPZ2
3. N
Ensure EA guidance and best industry practices are employed. Best practice construction methods and mitigation measures should be developed and presented in a Construction Environmental Management Plan for the Proposed Development, which should be agreed with the local planning authority on advance of construction commencing.

SA-0018-WOL Land West of 74 Perton Road, Wightwick, Wolverhampton
1. Wolverhampton
2. Within SPZ3 <2km from SPZ2
3. N
Ensure EA guidance and best industry practices are employed. Best practice construction methods and mitigation measures should be developed and presented in a Construction Environmental Management Plan for the Proposed Development, which should be agreed with the local planning authority on advance of construction commencing.

SA-0027-WOLOxley Park Golf Club land adjacent to 21 Oxley Links Road
1. Wolverhampton
2. Within SPZ3 <2km from SPZ2
3. N
Ensure EA guidance and best industry practices are employed. Best practice construction methods and mitigation measures should be developed and presented in a Construction Environmental Management Plan for the Proposed Development, which should be agreed with the local planning authority on advance of construction commencing.

SA-0008-WOL Oxley Park Golf Club land adjacent to 139 Oxley Moor Road
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N

SA-0002-WOL South of Moseley Road, Bushbury, Wolverhampton
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N

SA-0028-WOL Oxley Park Golf Club land adjacent to 10 Oxley Links Road
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N

SA-0003-WOL North of Moseley Road, Bushbury, Wolverhampton
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
Within South Staffs Water Area

SA-0005-WOL Land at Bushbury Lane/ Legs Lane, Bushbury, Wolverhampton
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N

SA-0053-WOL Former Wolverhampton Environment Centre, Westacre Crescent, Finchfield
1. Wolverhampton
2. Within SPZ3 <2km from SPZ2
3. N
Ensure EA guidance and best industry practices are employed. Best practice construction methods and mitigation measures should be developed and presented in a Construction Environmental Management Plan for the Proposed Development, which should be agreed with the local planning authority on advance of construction commencing.




[Attachment: PDF Ivi1SCA May2021 vi.o ]

Level 1 Sewer Capacity Assessment
Potential impact of proposed developments on sewerage infrastructure assets
NOTE: The purpose of these desktop based assessments are to indicate where proposed development MAY have a detrimental impact on the performance of the existing public sewerage network taking into account the size of the development proposals.
For most new development provided the surface water in managed sustainably through use of a Sustainable Drainage Systems the additional foul only flows will have a negligible impact on existing sewer performance but where there are pre-existing capacity constraints additional capacity improvements may be required.
Where subsequent detailed modelling indicates capacity improvements are required such work will be phased to align with development occupancy with capacity improvement works will be funded by Severn Trent Water. However, whilst Severn Trent have a duty to provide additional capacity to accommodate planned development, we also have a requirement to manage our assets efficiently to minimise our customers’ bills. Consequently to avoid potential inefficient investment we generally do not provided additional capacity until there is certainty that the development is due to commence. Where development proposals are likely to require additional capacity upgrades to accommodate new development flows it is highly recommended that potential developers contact Severn Trent as early as possible to confirm flow rates and intended connection points. This will ensure provision of additional capacity can be planned into our investment programme to ensure development is not delayed.

Note: These are desktop assessments using readily available information and have not been subjected to detailed hydraulic modelling
STW - Sewage Treatment Works
EO - Emergency Overflow
SPS - Sewage Pumping Station
SSO - Storm Overflow
CSO - Combined Sewer Overflow


[Headline data from table headings summarised below, further detail in document if needed]
(Sewerage comments:)
1. Known network constraints
2. Assumed connectivity
3. Potential impact on sewerage infrastructure
(surface water comments:)
4. Outfall assumption
5. Surface water disposal
6. Potential impact of surface water sewage

BARNHURST [Severn Trent Site]

WOL42.
Chillington Fields.

Site is located ~75m from St matthews Street and is ~150m from each of West of Colliery Road and Hickman Avenue. Due to size of proposed development sewer capacity not expected to be an issue.
Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..

LOW.

Brownfield site. Assumed that 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-0021-WOL.
City of Wolverhampton College, Paget Road, Compton Park, Wolverhampton.
Development may increase spills at Compton - Park (CSO) with Cat 4 pollution incident reported there. Cat 4 pollution incidents reported downstream along Worcestershire Canal. Development may impact pump operation and increase spills at Newbridge - Hordern Road (SPS) and associated overflow. External flooding incidents and isolated internal flooding incident reported at the rising main at Farndale Ave and Horndale Rd. Further upstream isolated external flooding incident reported on Gorsebrook Rd. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 adjacent watercourse or surface water system. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW
677.
Crown Street/Cross Street North.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Foxs Lane/Crown St (CSO) and Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse located adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
41900.
Dobbs Street.
Site is located adjacent to Dudley Road / Bell Place, Blakenhall Character Area. Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 within the site boundary which connects to a combined system downstream. Closest watercourse is 1km from the site. .
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36870.
Dudley Road / Bell Place, Blakenhall Character Area.
Site is located adjacent to Dobbs Street. A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 that the development would discharge to the surface water system located adjacent to the site boundary, which connects to a combined system downstream. Closest watercourse is 1km from the site. .
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36610.
East of Qualcast Road.
Site borders West of Qualcast Road and neighbours West of Colliery Road. Due to size of proposed development sewer capacity not expected to be an issue. Couple isolated external flooding incidents nearby the site. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse adjacent to the site or 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
D74.
Fmr Nelson Mandela House, Whitburn Close.
Due to size of proposed development sewer capacity not expected to be an issue. Site is located ~500m from Barnhurst STW. Development may impact pump operation at Pendeford - Gainford Close PS. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that 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..
LOW
34400.
Former G & P Batteries Site, Grove Street, Heath Town.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
36892.
Former St Luke's Junior School, Goldthorn Road (built area).
This development is located on the same site as Former St Luke's Junior School, Goldthorn Road (playing fields). A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some cat 3 and cat 4 pollutions reported in the area and 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 located adjacent to the site boundary, which connects to a combined system downstream. There is no accessible watercourse in vicinity of the site boundary..
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36891.
Former St Luke's Junior School, Goldthorn Road (playing fields).
This development is located on the same site as Former St Luke's Junior School, Goldthorn Road (built area). A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some cat 3 and cat 4 pollutions reported in the area and downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Greenfield site. Assumed that the development would discharge to the surface water system located adjacent to the site boundary, which connects to a combined system downstream. There is no accessible watercourse in vicinity of the site boundary..
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
WOL18a(EDO4)/WOL17.
Hickman Avenue.
Site is located ~75m from each of St Matthews Street and Chillington Fields. Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that 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..
BARNHURST [Severn Trent Site]

WOL42.
Chillington Fields.

Site is located ~75m from St matthews Street and is ~150m from each of West of Colliery Road and Hickman Avenue. Due to size of proposed development sewer capacity not expected to be an issue.
Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..

LOW.

Brownfield site. Assumed that 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-0021-WOL.
City of Wolverhampton College, Paget Road, Compton Park, Wolverhampton.
Development may increase spills at Compton - Park (CSO) with Cat 4 pollution incident reported there. Cat 4 pollution incidents reported downstream along Worcestershire Canal. Development may impact pump operation and increase spills at Newbridge - Hordern Road (SPS) and associated overflow. External flooding incidents and isolated internal flooding incident reported at the rising main at Farndale Ave and Horndale Rd. Further upstream isolated external flooding incident reported on Gorsebrook Rd. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 adjacent watercourse or surface water system. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW
677.
Crown Street/Cross Street North.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Foxs Lane/Crown St (CSO) and Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse located adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
41900.
Dobbs Street.
Site is located adjacent to Dudley Road / Bell Place, Blakenhall Character Area. Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 within the site boundary which connects to a combined system downstream. Closest watercourse is 1km from the site. .
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36870.
Dudley Road / Bell Place, Blakenhall Character Area.
Site is located adjacent to Dobbs Street. A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some 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 that the development would discharge to the surface water system located adjacent to the site boundary, which connects to a combined system downstream. Closest watercourse is 1km from the site. .
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36610.
East of Qualcast Road.
Site borders West of Qualcast Road and neighbours West of Colliery Road. Due to size of proposed development sewer capacity not expected to be an issue. Couple isolated external flooding incidents nearby the site. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse adjacent to the site or 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
D74.
Fmr Nelson Mandela House, Whitburn Close.
Due to size of proposed development sewer capacity not expected to be an issue. Site is located ~500m from Barnhurst STW. Development may impact pump operation at Pendeford - Gainford Close PS. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that 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..
LOW
34400.
Former G & P Batteries Site, Grove Street, Heath Town.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
36892.
Former St Luke's Junior School, Goldthorn Road (built area).
This development is located on the same site as Former St Luke's Junior School, Goldthorn Road (playing fields). A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some cat 3 and cat 4 pollutions reported in the area and 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 located adjacent to the site boundary, which connects to a combined system downstream. There is no accessible watercourse in vicinity of the site boundary..
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
36891.
Former St Luke's Junior School, Goldthorn Road (playing fields).
This development is located on the same site as Former St Luke's Junior School, Goldthorn Road (built area). A few isolated external and one isolated internal flooding incidents downstream. Development may increase spills at Wolverhampton - Viaduct Drive (CSO) and unnamed overflow at Tettenhall Regis. Some cat 3 and cat 4 pollutions reported in the area and downstream. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Greenfield site. Assumed that the development would discharge to the surface water system located adjacent to the site boundary, which connects to a combined system downstream. There is no accessible watercourse in vicinity of the site boundary..
Concerns about future discharge to surface water system which connects to combined system downstream, where isolated internal flooding incident reported. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
HIGH
WOL18a(EDO4)/WOL17.
Hickman Avenue.
Site is located ~75m from each of St Matthews Street and Chillington Fields. Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that 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..
LOW

WOL19.
Purbrook Road Industrial Estate.
Site is located ~300m upstream of Hickman Avenue. Due to size of proposed development sewer capacity not expected to be an issue. Site is ~175m from Monmore Green - Stowheath Ind (SPS) and associated overflow so development may impact pump operation and increase spills there. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that 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..
LOW
690.
Shaw Road (north of Civic Amenity Site).
Site neighbours Shaw Road (Strykers). Isolated internal flooding incident reported ~300m from the site boundary. Development may impact pump operation and increase spills at Oxley - Renton Road - Rakegates (SPS) and associate overflow. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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 that the development would discharge to the adjacent surface water system, outfalling to the watercourse. .
Concerns about discharge to storm system where internal flooding immediately downstream of site. Surface water should be managed through SUDs and any excess discharged to the surface water system..
HIGH
SA-0045-WOL.
Shaw Road (Strykers).
Site neighbours Shaw Road (north of Civic Amenity Site). Isolated internal flooding incident reported <100m from the site boundary. Development may impact pump operation and increase spills at Oxley - Renton Road - Rakegates (SPS) and associate overflow. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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 that the development would discharge to the adjacent surface water system, outfalling to the watercourse. .
Concerns about discharge to storm system where internal flooding immediately downstream of site. Surface water should be managed through SUDs and any excess discharged to the surface water system..
HIGH

36630.
West of Colliery Road.
Site neighbours East of Qualcast Road and is located ~75m from St Matthews Street. Due to size of proposed development sewer capacity not expected to be an issue. Couple isolated external flooding incidents nearby the site. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
36620.
West of Qualcast Road.
Site borders East of Qualcast Road. Due to size of proposed development sewer capacity not expected to be an issue. Couple isolated external flooding incidents nearby the site. Development may increase spills at Dunstall Hill - Coxwell Avenue (CSO) and unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
723 / WOL 34.
WSP - Gas Holders.
Due to size of proposed development sewer capacity not expected to be an issue Site is adjacent to Dunstall Hill - Coxwell Avenue (CSO) and development could increase spills there. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
726 / WOL 7.
WSP - Stratosphere.
Due to size of proposed development sewer capacity not expected to be an issue. Dunstall Hill - Coxwell Avenue (CSO) is located within the site boundary and development could increase spills there. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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
727 / WOL 8.
WSP Mammoth Drive.
Due to size of proposed development sewer capacity not expected to be an issue. Site is adjacent to Dunstall Hill - Coxwell Avenue (CSO) and development could increase spills there. Development may increase spills at unnamed overflow at Tettenhall Regis. Some 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..
LOW.
Brownfield site. Assumed that the development would discharge to the watercourse or 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