Draft Black Country Plan

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Comment

Draft Black Country Plan

4 Infrastructure & Delivery

Representation ID: 18070

Received: 04/06/2021

Respondent: Severn Trent Water

Representation Summary:

Further to your email and our further discussions with regard to the above, I have collated information for your
allocated sites with regard to future Water Supply and Groundwater Abstraction.
I was hoping to send out one single response covering all of Severn Trent’s responses for Water and Wastewater, but unfortunately, I have yet to obtain a response with regard to the impact on the sewage treatment works and the sewer network, however, I have chased for this. The sewer network information is likely to be completed by the end of next week. As I type, I’m still awaiting some completion details for the sewage treatment works.
In the meantime, here are our comments for the other water supply :

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 consultation 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 additional 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 :
EXISTING HOUSING SITE ALLOCATIONS:
Site Ref H16.1 (Birmingham New Road, Coseley, Dudley).
Site Ref S9 (Bradley Road West, Stourbridge, Dudley).
Site Ref SA-0004-DUD (Ketley Quarry, Dudley Road, Kingswinford, Dudley).
Site Ref SA-303 (Site at Wellington Road and Dock Lane, Dudley).
Site Ref SA-373 (National Works. Hall Street, Dudley).
Site Ref 19 (Cookley Works, Leys Road, Brockmoor, Brierley Hill, Dudley).
Site Ref 22 (Land at Old Wharf Road, Stourbridge, Dudley).
Site Ref 29 (West of Engine Lane, north of the railway, Lye, Dudley).
Site Ref 32 (Caledonia Sewage Works. Lye, Dudley).
Site Ref 35 (Clinic Drive, Lye, Dudley).
Site Ref 83 (116-120 Colley Gate, Cradley, Dudley).
Site Ref 87 (Land oﬀ Ruiton St/ Colwall Rd, Gornal, Dudley).
Site Ref 91 (Bourne Street, Upper Gornal, Dudley).
Site Ref 101 (Land adj. To 49 Highﬁelds Road, Coseley, Dudley).
Site Ref 149 (Land at Plant Street, Mill Street and Bridge Street, Wordsley, Dudley).
Site Ref 157 (Balds Lane, Lye, Dudley).
Site Ref 158 (Ruﬀord Road, Stourbridge, Dudley).
Site Ref 159 (Dudley Road / Bell Place, Blakenhall Character Area, Cradley, Dudley).
Site Ref 162 (Land at corner of Saltwells Road and Halesowen Road, Netherton, Dudley).
Site Ref 164 (Land oﬀ Thorns Road, Lye (North), Dudley).
Site Ref 173 (Land oﬀ Engine Lane, Lye (south of railway), Dudley).
Site Ref 177 (East of Engine Lane, south of the railway, Lye, Dudley).
Site Ref 178 (Bo Lane/Dudley Road, Lye, Dudley).
Site Ref 181 (Bull Street, Dudley).
Site Ref 188 (Land opposite Spicer Lodge, Enville Street, Stourbridge, Dudley).
Site Ref 190 (Shaw Road/New Road, Dudley).
Site Ref 304 (Hays Lane, Stour Vale Road, Lye, Dudley).
Site Ref 305 (Leona Industrial Estate, Nimmings Road, Halesowen, Dudley).
Site Ref 308 (Land between Heath Road and Copse Road, Netherton, Dudley).
Site Ref 312 (Land rear of Salcombe Grove, Coseley, Dudley).
Site Ref 327 (Land at Blowers Green Road, Dudley).
Site Ref 331 (Land Adj.Rear 84-86 Lyde Green, Halesowen, Dudley).
Site Ref 332 (Former Factory Site, Park Lane, Cradley, Dudley).
Site Ref 336 (Former MEB Headquarters, Mucklow Hill, Dudley).
Site Ref 341 (Land adjacent 32 Whitegates Road, Coseley, Dudley).
Site Ref 350 (Car park at Oak Court, Dudley Road, Netherton, Dudley).
Site Ref 358 (Land rear of 294 to 364 Stourbridge Road, Halesowen, Dudley).
Site Ref 368 (Vacant land west of Hickman Street to Timmis Road, Bagley Street, Lye, Dudley).
Site Ref 374 (Land at Corporation Road and Cavell Road, Dudley).
Site Ref 375 (Land adjacent to Pear Tree Lane, Coseley, Dudley).
Site Ref 744 (Perrott Street / Kitchener Street, Black Patch, Smethwick, Sandwell).
Site Ref 1170 (Beever Road, Great Bridge, Sandwell).
Site Ref 1203 (Mill Street, Great Bridge, Sandwell).
Site Ref 1449 (Wellington Road, Tipton, Sandwell).
Site Ref 1451 (28-64 High Street, West Bromwich, Sandwell).
Site Ref 1459 (Land at corner of Bank Street and Church Lane, Hateley Heath, Sandwell).
Site Ref 1546 (Heartlands Furniture, Cranford Street, Smethwick, Sandwell).
Site Ref 1994 (Land And Premises At Winkle Street And John Street, West Bromwich, Sandwell).
Site Ref 2013 (Land Between No.32 And George Bes School, West End Avenue, Smethwick, Sandwell).
Site Ref 2370 (Bradley's Lane/High Street, Princes End, Tipton, Sandwell).
Site Ref 2371 (North Smethwick Canalside, Smethwick, Sandwell).
Site Ref 2388 (Swan Lane, North of A41, Greets Green, West Bromwich, Sandwell).
Site Ref 2588 (Grove Street/Abberley Street, Smethwick, Sandwell).
Site Ref 2590 (Pall Mall, South of Cranford Street and Heath Street, Smethwick, Sandwell).
Site Ref 2893 (Former Sunlight Laundry, Stanhope Road, Smethwick, Sandwell).
Site Ref 2919 (Land to east of Black Lake, West Bromwich, Sandwell).
Site Ref 2940 (Rattlechain Site Land to the north of Temple Way, Tividale, Oldbury, Sandwell).
Site Ref 2946 (Horseley Heath/Railway Street, Tipton, Sandwell).
Site Ref 2972 (Used Car Sales site on corner of Lower Church Lane and Horseley Heath, Tipton, Sandwell).
Site Ref 2985 (Land at Friar Park Road, Wednesbury, Sandwell).
Site Ref 2986 (Friar Street, Wednesbury, Sandwell).
Site Ref 3011 (Langley Maltings, Western Road, Langley, Oldbury, Sandwell).
Site Ref 3023 (Macarthur Road Industrial Estate, Cradley Heath, Sandwell).
Site Ref 3025 (Forge Lane/Lower High Street, Cradley Heath, Sandwell).
Site Ref 3041 (Cokeland Place / Graingers Lane, Cradley Heath, Sandwell).
Site Ref 3049 (Land between Addington Way and River Tame; Temple Way (Rattlechain), Oldbury, Sandwell).
Site Ref 3223 (Summerton Road, Oldbury, Sandwell).
Site Ref 3507 (Edwin Richards Quarry, Portway Road, Rowley Regis, Sandwell).
Site Ref 6924 (The Phoenix Collegiate, Friar Park Road, Wednesbury, Sandwell)
Site Ref 6998 (Phase 6 of Grove Lane MP. Sandwell).
Site Ref HO0023b (Kendrick Place and Castle View Road, Moxley, Walsall).
Site Ref HO0027 (Goscote Lodge Crescent (Site B), Goscote, Walsall).
Site Ref HO0037 (Bentley Road North (corner of King Charles Avenue), Bentley, Walsall).
Site Ref HO0043 (Watling Street (land north of Kings Deer Road), Brownhills, Walsall).
Site Ref HO0044 (Poplar Avenue (east), Bentley, Walsall).
Site Ref HO0053 (Rear of 16 High Road, Lane Head, Willenhall, Walsall).
Site Ref HO0117 (New Invention Methodist Church, Lichﬁeld Road, New Invention, Walsall).
Site Ref HO0124 (Allen's Centre, Hilton Road, New Invention, Walsall).
Site Ref HO0126 (Field Road Education Development Centre. Blakenhall, Walsall).
Site Ref HO0137a (60 Walsall Road, Willenhall, Walsall).
Site Ref HO0150a (British Lion Works, Forest Lane, Blakenhall, Walsall).
Site Ref HO0157c (Jubilee House, Walsall Road, Walsall Wood, Walsall).
Site Ref HO0163 (Former Select Windows, Walsall Road, Walsall Wood, Walsall).
Site Ref HO0168 (HOWDLES LANE/CASTLE STREET, BROWNHILLS, Walsall).
Site Ref HO0176 (Land adjacent Bentley Green, Bentley Road North. Walsall).
Site Ref HO0180 (Land to the rear of 2-14 Kent Road And 201-205 Churchill Road, Bentley,
Walsall).
Site Ref HO0195 (Petrol Station, 274-276 Lichfield Road, Willenhall, Walsall).
Site Ref HO0304 (Between 114 and 120 and 122A and 127 Watling Street/ Roman Close,
Brownhills, Walsall).
Site Ref HO0305 (Cricket Close Allotments and Tennis Courts, Walsall).
Site Ref HO0310 (Narrow Lane House and Neighbourhood Oﬃce Site, Narrow Lane, Pleck, Walsall).
Site Ref HO0317 (Former Warreners Arms, High Street, Brownhills, Walsall).
Site Ref HO0316 (Premier Aercare, The Green, Darlaston, Walsall).
Site Ref LC31A (The Leathern Bole PH., Cresswell Crescent, Bloxwich, Walsall).
Site Ref D74 (Former Nelson Mandela House, Whitburn Close, Oxley, Wolverhampton).
Site Ref 27372 (Fmr Royal Hospital, Royal Hospital Devt Area. All Saints, Wolverhampton).
Site Ref 34400 (Former G & P Batteries Site, Grove Street, Heath Town, Wolverhampton).
Site Ref 36610 (East of Qualcast Road, Heath Town, Wolverhampton).
Site Ref (36630 (West of Colliery Road, East Park, Wolverhampton).
Site Ref 36640 (Delta Trading Estate, Bilston Road, Ettingshall, Wolverhampton).
Site Ref 36490 (Alexander Metals Open Space, Bilston, Wolverhampton).
Site Ref 36680 (Greenway Road, Bilston, Wolverhampton).
Site Ref 40530 (Land at Hall Street / The Orchard, Bilston, Wolverhampton).
Site Ref 41900 (Dobbs Street, Blakenhall, Wolverhampton).
NEW HOUSING SITE ALLOCATIONS :
Site Ref SA-0010_DUD-A (Worcester Lane North, Pedmore, Dudley).
Site Ref SA-0017-DUD (Land South of Holbeache Lane, Kingswinford, Dudley).
Site Ref SA-0021-DUD (Land Oﬀ Viewﬁeld Crescent, Dudley).
Site Ref SA-0025-DUD (The Triangle, Kingswinford, Dudley).
Site Ref SA-0039-DUD (Lewis Road, Lye, Dudley).
Site Ref SA-0042-DUD (Lapwood Avenue, Kingswinford, Dudley).
Site Ref SA-0050-DUD (Bryce Road, Pensnett, Dudley).
Site Ref SA-0058-DUD (Grazing Land Wollaston Farm, Wollaston, Stourbridge, Dudley).
Site Ref SA-0060-DUD (Guys Lane, Lower Gornal, Dudley).
Site Ref SA-0132-DUD (Marriott Road, Netherton, Dudley).
Site Ref SA-0198-DUD (Standhills Open Space. Kingswinford, Dudley).
Site Ref SA-0199-DUD (Corbyns Hall Open Space (Severn Drive). Pensne, Dudley).
Site Ref SA-0215-DUD (Brockmoor Foundry (North). Pensnett, Dudley).
Site Ref SA-0001-SAN (Land of Tanhouse Avenue, Great Barr, Sandwell).
Site Ref SA-6999 (Brandhall Golf Course. Old Warley, Sandwell).
Site Ref SA-0006-WAL (Land on the East side of Chester Road, Aldridge, Walsall).
Site Ref SA-0012-WAL (Land oﬀ Sutton Road, Longwood Lane, Walsall).
Site Ref SA-0017-WAL (Columba Park, Land at Quesle Road/Aldridge Road, Streetly, Walsall).
Site Ref SA-0022-WAL (Home Farm, Sandhills, Walsall Wood, Walsall).
Site Ref SA-0030-WAL (Land at Yorks Bridge. Lichﬁeld Road, Pelsall, Walsall).
Site Ref SA-0078-WAL (Land at Calderﬁelds West, Aldridge Road, Walsall).
Site Ref SA-0163-WAL (Cartbridge Lane South Open Space. Walsall).
Site Ref SA-0172-WAL (Former Reedswood Golf Course. Walsall).
Site Ref SA-0174-WAL (Former Allens Centre and Hilton Road Amenity Greenspace. Willenhall, Walsall).
Site Ref SA-0187-WAL (Land to the East of Chester Road, North of Paciﬁc Nurseries, Hardwick, Walsall).
Site Ref SA-0207-WAL (Land to the North East of Shire Oak, Lichﬁeld Road, Walsall).
Site Ref SA-0208-WAL (Land to the South West of Shire Oak, Lichﬁeld Road, Walsall).
Site Ref SA-0264-WAL (Barns Farm. Rushall, Walsall).
Site Ref SA-0295-WAL (The Three Crowns. Pheasey Park Farm. Walsall).
Site Ref SA-0312-WAL (Paciﬁc Nurseries. Streetly, Walsall).
Site Ref SA-0313-WAL (Rear of 91 Wood Lane, Streetly, Walsall).
Site Ref SA-0317-WAL (Land to the rear of 114-130 Green Lane, Rushall, Walsall).
Site Ref SA-0001-WOL (Northycote Lane, Bushbury, Wolverhampton).
Site Ref SA-0005-WOL (Land at Bushbury Lane/ Legs Lane, Bushbury, Wolverhampton).
Site Ref SA-0008-WOL (Oxley Park Golf Club land adjacent to 139 Oxley Moor Road, Wolverhampton).
Site Ref SA-0009-WOL (Open Space at Grassy Lane, Fallings Park, Wolverhampton).
Site Ref SA-0010-WOL (Land North of Grassy Lane, Fallings Park, Wolverhampton).
Site Ref SA-0015-WOL (Land at Grassy Lane, Fallings Park, Wolverhampton).
Site Ref SA-0021-WOL (City of Wolverhampton College. Paget Road, Compton Park, Wolverhampton).
Site Ref SA-0030-WOL (Land East of Wood Hayes Road, Wolverhampton).
Site Ref SA-0032_WOL (Lane Street / Highﬁelds Road, Bradley, Wolverhampton).
EXISTING EMPLOYMENT SITE ALLOCATIONS:
Site Ref 123a (Dandy Bank Road Phases 2 and 3, Pensnett, Dudley).
Site Ref 135 (New Road, Netherton / Hillcrest Business Park, Netherton, Dudley).
Site Ref 147 (Cradley Road, Westminster Industrial Estate, Netherton, Dudley).
Site Ref 149 (Moor Street, Brierley Hill, Dudley).
Site Ref 198 (Cakemore Road, Blackheath, Dudley).
Site Ref 216b (Brandon Way / Albion Road, Greets Green, Sandwell).
Site Ref 256 (Bilport Lane, Wednesbury, Sandwell).
Site Ref IN0002.1 (Pelsall Road/ Bullows Road, Brownhills, Walsall).
Site Ref IN0005.1 (North of Maybrook/ Clayhanger Road, Brownhills, Walsall).
Site Ref IN0010.2 (Adjacent Shaylors, Anchor Industrial Park, Wharf Approach, Aldridge, Walsall).
Site Ref IN0012.5 (Former Aldridge Rail Sidings, Middlemore Lane, Aldridge, Walsall).
Site Ref IN0012.6 (Former Jack Allen Site, South of Middlemore Lane, Aldridge, Walsall).
Site Ref IN0012.8 (McKechnie Brass, Middlemore Lane, Aldridge, Walsall).
Site Ref IN0017.2 (Fryers Road, Bloxwich, Walsall).
Site Ref IN0027.2 (North of Newﬁeld Close, Walsall).
Site Ref IN0058 (Reedswood Way, Birchills, Walsall).
Site Ref IN0063 (Tempus 10 North (Land East of KFC, Tempus Drive), Pleck, Walsall).
Site Ref IN0064 (Tempus 10 South (Land South of Village Hotel, Tempus Drive), Pleck, Walsall).
Site Ref IN0068.1 (Land between St Annes Road, Monmer Lane and Sharesacre Street, Willenhall, Walsall).
Site Ref IN0069.42 (Former Ductile, Charles Street, Willenhall, Walsall).
Site Ref IN0070.2 (Aspray (Former George Carter Pressings), Park Road, Willenhall, Walsall).
Site Ref IN0071.2 (North of Watery Lane, Willenhall, Walsall).
Site Ref IN0078.2 (North of Westacre, Willenhall, Walsall).
Site Ref IN0084 (Central Point, Willenhall Road, Darlaston, Walsall).
Site Ref IN0093.2 (Axcess 10 Business Park, Land adjacent Unit 401, Bentley Road South, Darlaston, Walsall).
Site Ref IN0099.2 (Heath Road / Kendricks Road, Darlaston, Walsall).
Site Ref IN0104.4 (North of IMI, Pleck (Phoenix 10 Site B), Walsall).
Site Ref IN0105 (Rear of Globe Pub, Darlaston Road, Pleck, Walsall).
Site Ref IN0109 (Box Pool Site, Darlaston Road, Pleck, Walsall).
Site Ref IN0110 (James Bridge Gasholders Site, Darlaston Road, Pleck, Walsall).
Site Ref IN0118.2 (Rear of Woods Bank Trading Estate, Woden Road West, Darlaston, Walsall).
Site Ref IN0120.5 (Moxley Junction, Moxley, Walsall).
Site Ref IN0205 (Bentley Mill Way East (Phoenix 10 Site C), Pleck. Walsall).
Site Ref IN0315 (Casino and Cinema, Bentley Mill Way, Walsall).
Site Ref IN0317 (Millers Close, Bentley Mill Way, Walsall).
Site Ref IN0341 (Hughes Road, Moxley, Walsall).
Site Ref IN0333 (Willenhall Sewage Works. Willenhall, Walsall).
Site Ref 726 / WOL7 (WSP – Stratosphere, Low Hill, Wolverhampton).
Site Ref 727 / WOL8 (WSP Mammoth Drive, Low Hill. Wolverhampton).
Site Ref 737 WOL47 (Bilston Urban Village, Bilston, Wolverhampton).
Site Ref WOL18a(EDO4)/WOL17 (Hickman Avenue, Bilston, Wolverhampton).
Site Ref WOL18b (Rolls Royce Playing Fields, Spring Road, Ettingshall, Wolverhampton).e
Sie Ref WOL39 (Powerhouse. East Park, Wolverhampton).
Site Ref WOL42 (Chillington Fields, East Park, Wolverhampton).
NEW EMPLOYMENT SITE ALLOCATIONS:
Site Ref H16.1a (Bean Road, Coseley, Dudley).
Site Ref 253a (Land adjacent to M5--J2. Langley, Sandwell).
Site Ref 253q(8) (Rounds Green Road/Shidas Lane, Oldbury, Sandwell).
Site Ref 258b (Ryder Street, West Bromwich, Sandwell).
Site Ref CFS158 (Severn Trent, Land oﬀ Roway Lane, Oldbury, Sandwell).
Site Ref SA-0026-SAN (Land at Coneygre, Newcomen Drive, Sandwell).
Site Ref SA-0044-SAN (Brish Gas, Land oﬀ Dudley Road, Oldbury, Sandwell).
Site Ref SA-0057-WAL (Lynx/ Beatwaste Site, Bentley Lane, Short Heath, Walsall).
Site Ref SA_0308-WAL (Sandown Quarry, Stubbers Green Road, Aldridge, Walsall).
Site Ref SA-0034-WOL (Major Street / Dixon Street, Engshall, Wolverhampton).
Site Ref SA-0035-WOL (Wednesﬁeld 9 (Phoenix Road), Wednesﬁeld, Wolverhampton).
Site Ref SA-0036-WOL (Wednesﬁeld 12 (Bentley Bridge Business Park, Well Lane, Wednesﬁeld,
Wolverhampton).
Site Ref SA-0037-WOL (Glynweds (Pantheon Park - former Prime 10, Bentley Bridge), Wednesﬁeld,
Wolverhampton).
Site Ref SA_0039-WOL (Tata Steel. Wednesﬁeld, Wolverhampton).
Site Ref SA-0041-WOL (Bowmans Harbour, Planetary Road, Wednesﬁeld, Wolverhampton).
Site Ref SA-0051-WOL (Former Starr Road Transport Depot, Dale Street, Bilston, Wolverhampton).
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 properes will need to be posioned 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 Station), 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 Protection Team at the most earliest convenience. They can be contacted via email at net.dev.west@severntrent.co.uk.

We hope that the above is in order for now, but should you have any queries, then please do not hesitate to contact
me.

Comment

Draft Black Country Plan

1 Sub-Areas and Site Allocations

Representation ID: 18071

Received: 04/06/2021

Respondent: Severn Trent Water

Representation Summary:

Comment

Draft Black Country Plan

4 Infrastructure & Delivery

Representation ID: 23031

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

[Attachment: DPR Wal 1 Severn Trent]

Potential impact of proposed developments on sewage treatment works

General comment regarding treatment capacity:
Whilst sewage treatment works may not have sufficient spare capacity to accept the levels of development being proposed in its catchment area this does not necessarily mean that development cannot take place. Under Section 94 of the Water Industry Act 1991 sewerage undertakers have an obligation to provide additional treatment capacity as and when required. Where necessary we will discuss any discharge consent implications with the Environment Agency. If there are specific issues which may prevent or delay the provision on additional capacity these have been highlighted below.
[Headline data taken from the attachment: ’DPR Wal 1 Severn Trent’]
BARNHURST (WRW)
1. Estimate headroom based on current quality performance (RAG) - Significant
2. "Future quality issues (RAG)" – [None]
3. "Physical constraints regarding provision of additional treatment capacity (RAG)" - [None]
4. Any other comments - AMP7 scheme for CM - sufficient spare capacity on site for the proposed growth.
COVEN HEATH (WRW)
1. Significant
2. [None]
3. [None]
4. AMP7 scheme for CM - sufficient spare capacity on site for the proposed growth.

GOSCOTE (WRW)
1. Significant
2. Probable issue
3. Limited potential to provide additional capacity
4. Scheme for quality purposes. Sufficient spare capacity to accommodate proposed growth. Ammonia performance is challenging (unknown discharge into sewerage system).

GOSPEL END (WRW)
1. Significant
2. [None]
3. [None]
4. AMP7 scheme for quality purposes, scope also includes reduction of DWF to 1,800m3/d which will reduce the spare capacity on site. There will still be spare capacity even though at the moment there is no growth proposed for this site.

LITTLE ASTON (WRW)
1. Significant
2. [None]
3. [None]
4. Sufficient spare capacity to accommodate proposed growth.

LOWER GORNAL (WRW)
1. Significant
2. [None]
3. [None]
4. AMP7 quality scheme - this site will close and flows will be transferred to Roundhill. Any load from the new dwellings would also have to be redirected.

MINWORTH (WRW)
1. Significant
2. [None]
3. [None]
4. Sufficient spare capacity to accommodate proposed growth.

RAY HALL (WRW)
1. Significant
2. [None]
3. [None]
4. AMP7 scheme for CM. Sufficient spare capacity to accommodate proposed growth.

ROUNDHILL (WRW)
1. Minimal
2. [None]
3. [None]
4. AMP7 scheme for quality purposes and allowance to treat tranferred load from Lower Gornal. DWF will be increased to 64,500m3/d which will create spare headroom sufficient to accommodate the proposed growth.

TRESCOTT (WRW)
1. Significant
2. [None]
3. [None]
4. Sufficient spare capacity to accommodate proposed growth.

WALSALL WOOD (WRW)
1. Minimal
2. Probable issue
3. [None]
4. Sufficient spare capacity can accommodate majority of proposed growth. Ammonia performance is challenging.

WILLENHALL (WRW)
1. N/A
2. N/A
3. N/A
4. Load transferred to Minworth STW

Support

Draft Black Country Plan

Development Allocations

Representation ID: 23032

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

[Attachment: PDF New Employment Allocations PD]

[Table headings listed below]

[*EXAMPLE SITE*]
[1. Local Authority
2. GW Comments (proximity to SPZ of active groundwater borehole)
3. Opposed to development? (Y/N)]

[Sites below]

237 Watling Street, Brownhills, Walsall
1. Walsall Council
2. Within SPZ3 <2km from SPZ2
3. N
In South Staffs water area
[All other new employment allocations ‘no comment, though some noted as also being within South Staffs water area]

Support

Draft Black Country Plan

Development Allocations

Representation ID: 23033

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

[Attachment: PDF Existing Employment Allocations PD ]

[Table headings listed below]

[*EXAMPLE SITE*]
[1. Local Authority
2. GW Comments (proximity to SPZ of active groundwater borehole)
3. Opposed to development? (Y/N)]

690 Shaw Road (north of Civic Amenity Site)
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
723 / WOL 34 WSP - Gas Holders
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
725/ WOL 5 Wolverhampton Business Park
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
726 / WOL 7 WSP – Stratosphere
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
727 / WOL 8 WSP Mammoth Drive
1. Wolverhampton
2. Within SPZ3 >2km from SPZ2
3. N
[All other existing employment allocations ‘no comment, though some noted as also being within South Staffs water area]

Comment

Draft Black Country Plan

4 Infrastructure & Delivery

Representation ID: 23034

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

[PDF Severn Trent Draft Black Country Plan (BCP) consultation]

[Introductory/overarching paragraphs (other attachments include data and responses)]

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.

Comment

Draft Black Country Plan

Development Allocations

Representation ID: 23035

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

(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

Comment

Draft Black Country Plan

4 Infrastructure & Delivery

Representation ID: 23036

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

Attachment: PDF DI Wastewater Treatment Query Template BCP July 2021

Potential impact of proposed developments on sewage treatment works Date
These are desktop assessments using readily available information and have not been subjected to detailed hydraulic analysis
General comment regarding treatment capacity:
Whilst sewage treatment works may not have sufficient spare capacity to accept the levels of development being proposed in its catchment area this does not necessarily mean that development
cannot take place. Under Section 94 of the Water Industry Act 1991 sewerage undertakers have an obligation to provide additional treatment capacity as and when required. Where necessary
we will discuss any discharge consent implications with the Environment Agency. If there are specific issues which may prevent or delay the provision on additional capacity these have been highlighted below

[Headline data from table headings summarised below, further detail in document if needed]
1. Sewage Treatment Works Name
2. Estimate headroom based on current quality performance (RAG)
3. Future quality issues (RAG)
4. Physical constraints regarding provision of additional treatment capacity (RAG)
[sites as below]
1. BARNHURST (WRW)
2. Significant
3. None
4. None
AMP7 scheme for CM - sufficient spare capacity on site for the proposed growth.

1. COVEN HEATH (WRW)
2. Significant
3. None
4. None
AMP7 scheme for CM - sufficient spare capacity on site for the proposed growth.

1. GOSCOTE (WRW)
2. Significant
3. Probable issue
4. Limited potential to provide additional capacity
Scheme for quality purposes. Sufficient spare capacity to accommodate proposed growth. Ammonia performance is challenging (unknown discharge into sewerage system).

1. GOSPEL END (WRW)
2. Significant
3. None
4. None
AMP7 scheme for quality purposes, scope also includes reduction of DWF to 1,800m3/d which will reduce the spare capacity on site. There will still be spare capacity even though at the moment there is no growth proposed for this site.

1. LITTLE ASTON (WRW)
2. Significant
3. None
4. None

Sufficient spare capacity to accommodate proposed growth.

1. LOWER GORNAL (WRW)
2. Significant
3. None
None
AMP7 quality scheme - this site will close and flows will be transferred to Roundhill. Any load from the new dwellings would also have to be redirected.

1. MINWORTH (WRW)
2. Significant
3. None
4. None
Sufficient spare capacity to accommodate proposed growth.

1. RAY HALL (WRW)
2. Significant
3. None
4. None
AMP7 scheme for CM. Sufficient spare capacity to accommodate proposed growth.

1. ROUNDHILL (WRW)
2. Minimal
3. None
4. None
AMP7 scheme for quality purposes and allowance to treat tranferred load from Lower Gornal. DWF ill be increased to 64,500m3/d which will create spare headroom sufficient to accommodate the proposed growth.

1. TRESCOTT (WRW)
2. Significant
3. None
4. None
Sufficient spare capacity to accommodate proposed growth.

1. WALSALL WOOD (WRW)
2. Minimal
3. Probable issue
4. None
Sufficient spare capacity can accommodate majority of proposed growth. Ammonia performance is challenging.

1. WILLENHALL (WRW)
2. None
3. None
4. None
Load transferred to Minworth STW

Comment

Draft Black Country Plan

Development Allocations

Representation ID: 23037

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

Comment

Draft Black Country Plan

Development Allocations

Representation ID: 23038

Received: 17/08/2021

Respondent: Severn Trent Water

Representation Summary:

(PDF Severn Trent Draft Black Country Plan (BCP) consultation

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 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

LOWER GORNAL [Severn Trent Site]

181.
Bull Street.

Isolated cat 3 and cat 4 pollutions reported downstream. Cluster of internal/ external flooding incidents 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.

Green/Brownfield site not specified. Assumed that the development would discharge to the surface water system adjacent to the site boundary. .

Surface water should be managed through SUDs and any excess discharged to the surface water system..

LOW

200.
The Straits, Lower Gornal.

Due to size of proposed development sewer capacity not expected to be an issue. Isolated external flooding incident reported downstream. Development may increase spills at Straits Green - Straits Road (CSO), with associated outfall with associated Cat 4 pollutions to the watercourse. Development may impact pump operation and increase spills at Ladbrook Grove (SPS) and associated overflow also with Cat 4 pollution incident. .

Based on a review of topography it is anticipated a connection can be made to the existing system via gravity. Although this site is located on the border between Lower Gornal and South Staffs Raamps South, it is assumed this development would drain to Lower Gornal STW.
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 surface water system/ watercourse..

LOW

202.
The Woodlands, Dixons Green Road.

Development may increase spills at Dudley - New Road (CSO). Isolated cat 3 and cat 4 pollutions reported downstream. Cluster of internal/ external flooding incidents 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 boundary. .

Surface water should be managed through SUDs and any excess discharged to the surface water system..

LOW

327.
Land at Blowers Green Road, Dudley
Isolated cat 3 and cat 4 pollutions reported downstream. Downstream cluster of internal and external flooding incidents at Cinder Road. .

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.

Green/Brownfield site not specified. Assumed that the development would discharge to the surface water system adjacent to the site boundary. .

Surface water should be managed through SUDs and any excess discharged to the surface water system..

LOW

SA-0021-DUD.
Land Off Viewfield Crescent, Dudley.

Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Straits Green - Straits Road (CSO), with associated outfall with associated Cat 4 pollutions to the watercourse. Development may impact pump operation and increase spills at Ladbrook Grove (SPS) and associated overflow also with Cat 4 pollution incident. 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 adjacent watercourse or surface water system adjacent to the site boundary. .

Surface water should be managed through SUDs and any excess discharged to the watercourse..

LOW

SA-0060-DUD.
Guys Lane, Lower Gornal.

Development is adjacent to Lower Gornal STW. Cluster of internal and external flooding incidents at Cinder Road. 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..

HIGH.

Greenfield site. Assumed that the development would discharge to the watercourse <130m from the site boundary or to the adjacent surface water system outfalling to the watercourse. .

Surface water should be managed through SUDs and any excess discharged to the watercourse..

LOW

SA-303.
Site at Wellington Road and Dock Lane.

Isolated cat 3 and cat 4 pollutions reported downstream. Downstream cluster of internal and external flooding incidents at Cinder Road. .

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 adjacent to the site boundary. .

Surface water should be managed through SUDs and any excess discharged to the surface water system..

LOW

SA-373.
National Works, Hall Street, Dudley.

Isolated internal flooding incident reported <100m from site boundary. Development may increase spills at Dudley - New Road (CSO). Isolated cat 3 and cat 4 pollutions reported downstream. Downstream cluster of internal and external flooding incidents at Cinder Road. .

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 adjacent to the site boundary. .

Surface water should be managed through SUDs and any excess discharged to the surface water system..

LOW

H10.4.
Former Ibstock Works.

Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. Site is located <500m from Lower Gornal STW. Development may impact pump operation at Pensnett - Stallings Lane (SPS). Cluster of internal and external flooding incidents at Hydes Road, Wednesbury..

Although there is foul/combined network infrastructure ~150m south of the site draining to Roundhill STW, based on a review of topography, it is anticipated some pumping may be required to make this connection. Based on a review of topography it is anticipated a connection can be made to the existing system ~450m North East of the site via gravity, draining to Lower Gornal STW. on the basis of topography, assumed the site would connect to the network via gravity draining to Lower Gornal STW..

HIGH.

Green/Brownfield not specified. Assumed that the development would discharge to the surface water system adjacent to the site, outfalling to the watercourse. The closest watercourse is located ~350m from the site boundary. .
Concerns about discharge to storm system where high frequency of cat 3 and 4 pollution incidents reported at outfall to the watercourse.
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..

LOW

ROUNDHILL [Severn Trent Site]
306.
206 Thorns Road, Quarry Bank.
Site is adjacent to Land off Thorns Road, Lye (North). Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 surface water system/ watercourse..
LOW
182.
280 Stourbridge Road, Holly Hall, (former Henry Boot training).
Development may increase spills at Brierley Hill - Pedmore Road (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Small downstream cluster of external incidents reported . Cat 1/2, cat 3 and cat 4 pollutions reported along watercourse Black Brook and upstream. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. .
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 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
157.
Balds Lane, Lye.
Site adjacent to St Marks House, Brook Street. Isolated internal flooding incident reported downstream. Development may increase spills at Lye - The Hayes (CSO). Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. .
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 within the site boundary, outfalling to the watercourse. .
Concerns about discharge to storm system where internal flooding incident reported along downstream surface water system. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
MEDIUM

178.
Bott Lane/Dudley Road, Lye.
Site adjacent to West of Engine Lane, north of the railway, Lye; Caledonia Sewage Works; East of Engine Lane, south of the railway, Lye; and Land off Engine Lane, Lye (south of railway). Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 adjacent watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
S9.
Bradley Road West.
Site is located adjacent to Enville Street SPS - Stourbridge and associated overflow and may impact pump operation and increase spills there. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
Based on a review of topography it is anticipated a connection can be made to the existing system via gravity..
HIGH.
Green/Brownfield site not specified. Assumed that the development would discharge to the surface water system adjacent to the site boundary or the surface water system located within the site boundary..
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
137.
Brewins Way, Blackbrook Valley.
Development may increase spills at Brierley Hill - Pedmore Road (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Small downstream cluster of external incidents reported. Cat 1/2, cat 3 and cat 4 pollutions reported along watercourse Black Brook and upstream. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. .
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. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0215-DUD.
Brockmoor Foundry (North).
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Brierly Hill - Brierly Hill Rd (CSO) and Brierly Hill - Cooper Av (CSO). Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0050-DUD.
Bryce Road, Pensnett.
Due to size of proposed development sewer capacity not expected to be an issue. Cluster of cat 3 and cat 4 pollution incidents reported downstream. Development may increase spills at Brierly Hill - Brierly Hill Rd (CSO) and Brierly Hill - Cooper Av (CSO). Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 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
32.
Caledonia Sewage Works.
Site is adjacent to West of Engine Lane, north of the railway, Lye. Due to size of proposed development sewer capacity not expected to be an issue. Caledonia Freehold SPS and an unnamed associated overflow are located within the site boundary, and development may increase spills and impact pump operation there. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 within the site boundary..
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
350.
Car park at Oak Court, Dudley Road.
Due to size of proposed development sewer capacity not expected to be an issue. A few isolated external flooding incidents downstream. Development may increase spills at two abandoned unnamed overflows at Brierley Hill and Moor Street Brierley Hill, Brierley Hill - Brierley Hill Rd (CSO), Brierley Hill - Cooper Av (CSO), Brierley Hill - Swanfield Road (CSO), Stourbridge - Marine Crescent (CSO) and Wordsley - Windsor Grove (CSO). Cluster of cat 3 and cat 4 pollution incidents reported downstream at Audnam Brook and Lyndhurst Drive. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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.
Green/Brownfield not specified. 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

19.
Cookley Works, Leys Road, Brockmoor, Brierley Hill.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Brierley Hill - Brierley Hill Rd (CSO) and Brierley Hill - Cooper Av (CSO). Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. Some isolated cat 3 and cat 4 pollutions 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 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

123a.
Dandy Bank Road Phases 2 and 3, Pensnett.
Site is immediately upstream of Gibbons Industrial Park / United Steels, Pensnett. Although site is <1km from Lower Gornal STW, assumed development will drain to Roundhill STW. External flooding incident reported ~350m downstream from the site. Downstream cluster of cat 2, cat 3 and cat 4 pollution incidents at King George VI Park. Internal and external flooding incidents reported downstream at Kingswinford. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported further downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
123c.
Dreadnought Road, Pensnett.
Site is immediately upstream of Dandy Bank Road Phases 2 and 3, Pensnett and borders Tansey Green Road, Pensnett. Although site is <1km from Lower Gornal STW, assumed development will drain to Roundhill STW. External flooding incident reported shortly downstream from the site. Downstream cluster of cat 2, cat 3 and cat 4 pollution incidents at King George VI Park. Internal and external flooding incidents reported downstream at Kingswinford. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported further downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
159.
Dudley Road / Bell Place, Blakenhall Character Area.
Site is adjacent to Land Adj.Rear 84-86 Lyde Green, Halesowen. Due to size of proposed development sewer capacity not expected to be an issue. Cat 4 pollution recorded within the site boundary and cluster of cat 3 and cat 4 pollutions recorded adjacent to site boundary. Development may increase spills at dual manhole SO93851484 and at Lye - Hayes Lane (CSO) with cat 1/2 pollution incident reported there. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 within the site or the watercourse located adjacent to the site boundary..
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
177.
East of Engine Lane, south of the railway, Lye.
Site adjacent to Land off Engine Lane, Lye (south of railway); Bott Lane/Dudley Road, Lye; West of Engine Lane, north of the railway, Lye; and Clinic Drive Lye. Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 adjacent surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
1376.
Elbow Street, Old Hill.
Development may increase spills at Old Hill - Halesowen Road (CSO), Old Hill - Trinity Street (CSO), Old hill - Reddal Hill Road (CSO), Cradley Heath - Bannister Street (CSO), Cradley Heath - Newtown Lane (CSO), and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Isolated external flooding incident downstream and small downstream cluster of external incidents reported. 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 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 surface water system/ watercourse..
LOW

3025.
Forge Lane/Lower High Street, Cradley Heath.
Internal flooding incident reported within the site boundary. Based on a review of topography, the development may connect to foul network at two points either within/bordering the site, with completely different downstream routes towards Roundhill STW. (1) Development may increase spills at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Isolated external flooding incident downstream and small downstream cluster of external incidents reported . Cat 3 and cat 4 pollutions reported downstream along River Stour. (2) Development may alternatively/also increase spills at dual manhole SO93851484 and at Lye - Hayes Lane (CSO) with cat 1/2 pollution incident reported there. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour..
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 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
332.
Former Factory Site, Park Lane, Cradley.
Based on a review of topography, the development may connect to foul network at two points either within/bordering the site. (1) Development may increase spills at Lye - James Scott Road (CSO) where Cat 1/2 and cat 3 pollutions recorded at outfall to watercourse. (2) Development may alternatively/also increase spills at Lye - Hayes Lane (CSO) with cat 1/2 pollution incident reported there. Cluster of cat 1-3 pollution incidents recorded on River Stour where Bower Lane crosses the watercourse. (1 &2) Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 along the site boundary..
Surface water should be managed through SUDs and any excess discharged to the surface water system..
LOW
336.
Former MEB Headquarters, Mucklow Hill.
Development may increase spills at Halesowen - Dudley Road (CSO) where cluster of cat 3 and cat 4 pollutions reported at outfall to watercourse, Belle Vale - Corngreaves Road (CSO) with associated storm tanks and two return pumping stations which operation may be impacted, Cradley Heath - Cradley/Chester Rd (CSO), and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Couple isolated external flooding incidents and isolated internal flooding incident reported downstream. Small downstream cluster of external incidents reported . .
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 boundary, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
122.
Gibbons Industrial Park / United Steels, Pensnett.
Although site is ~1km from Lower Gornal STW, assumed development will drain to Roundhill STW. External flooding incident reported ~250m downstream from the site. Downstream cluster of cat 2, cat 3 and cat 4 pollution incidents at King George VI Park. Internal and external flooding incidents reported downstream at Kingswinford. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported further downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 ~50m from 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-0058-DUD.
Grazing Land Wollaston Farm, Wollaston, Stourbridge.
Development may impact pump operation and increase spills at The Kingsway SPS - Wollaston, Enville Street SPS - Stourbridge and associated overflows. Cat 3 and cat 4 pollution incidents reported in association with abandoned overflow at Wollaston Road, River Stour and Stourbridge Canal. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
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 along the site boundary which should be considered..
HIGH.
Greenfield site. Assumed that the development would discharge to 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 watercourse/ surface water system..
LOW
346.
Hampshire House, 434 High Street, Kingswinford.
A few isolated internal and external flooding incidents reported downstream. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 surface water system adjacent to the site boundary, outfalling to the watercourse. .
Concerns about discharge to storm system where high frequency of cat 3 and 4 pollution incidents reported at outfall to the watercourse. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

132.
Hulbert Drive, Blackbrook Valley.
Site is ~500m upstream of Narrowboat Way, Blackbrook Valley. Development may increase spills at Brierley Hill - Pedmore Road (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Small downstream cluster of external incidents reported. Cat 1/2, cat 3 and cat 4 pollutions reported along watercourse Black Brook and upstream. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. .
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 watercourse or to the surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
302.
Industrial land at Marriott Road and Cradley Road.
The boundary of this site largely overlaps with the boundary of Marriott Road. Development may increase spills at Cradley Heath - Cradley Road (CSO), Cradley Heath - Newtown Lane (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Some isolated external flooding incidents reported downstream. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Small downstream cluster of external incidents reported ..
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 watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
SA-0004-DUD.
Ketley Quarry, Dudley Road, Kingswinford.
Site boundary overlaps with site boundary of Standhills Open Space. Due to the size of the development modelling may be required to assess implications and any necessary capacity improvements. A few isolated internal and external flooding incidents reported downstream. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 surface water system adjacent to the site boundary, outfalling to the watercourse. .
Concerns about discharge to storm system where high frequency of cat 3 and 4 pollution incidents reported at outfall to the watercourse. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
372.
Land at Anchor Hill, Delph Road.
Development may increase spills at Brierley Hill - Hawbush Road (CSO), Brierly Hill - Brierly Hill Rd (CSO) and Brierly Hill - Cooper Av (CSO). Cluster of cat 3 and cat 4 pollution incidents recorded downstream. Isolated internal flooding incident reported downstream. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 located adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
162.
Land at corner of Saltwells Road and Halesowen Road, Netherton.
Site adjacent to Marriott Road. Development may increase spills at Cradley Heath - Mildred Road (CSO), Cradley Heath - Bannister Street (CSO), Cradley Heath - Newtown Lane (CSO), and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Small downstream cluster of external incidents reported..
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 watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
22.
Land at Old Wharf Road, Stourbridge.
Site borders VB Old Wharf Road. Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. Development may impact pump operation and increase spills at Enville Street SPS - Stourbridge and associated overflow. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
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 or the watercourse located adjacent to the site boundary..
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
149.
Land at Plant Street, Mill Street and Bridge Street, Wordsley.
Due to size of proposed development sewer capacity not expected to be an issue. Isolated external flooding incidents reported on site boundary and ~250m from the site boundary. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 that the development would discharge to the watercourse located within the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
308.
Land between Heath Road and Copse Road, Netherton.
Downstream cluster of external and one internal flooding incidents reported. Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Small downstream cluster of external incidents reported ..
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.
Greenfield site. Assumed that the development would discharge to the adjacent surface water system, outfalling to the watercourse, or to the watercourse <100m from the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
85.
Land Off Delph Lane, Brierley Hill.
Couple isolated external flooding incidents reported downstream. Development may impact pump operation and increase spills at Enville Street SPS - Stourbridge and associated overflows. Cat 3 and cat 4 pollution incidents reported downstream. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
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 <50m from 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
173.
Land off Engine Lane, Lye (south of railway).
Site adjacent to West of Engine Lane, north of the railway, Lye; East of Engine Lane, south of the railway, Lye; and Bott Lane/Dudley Road, Lye. Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 that the development would discharge to the adjacent surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
164.
Land off Thorns Road, Lye (North).
Site is adjacent to 206 Thorns Road, Quarry Bank. Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 boundary, outfalling to the watercourse..
Surface water should be managed through SUDs and any excess discharged to the surface water system/ watercourse..
LOW
358.
Land rear of 294 to 364 Stourbridge Road, Halesowen.
Development may increase spills at unnamed overflows at Stourbridge Road and at Belle Vale, Belle Vale - Corngreaves Road (CSO) with associated storm tanks and two return pumping stations which operation may be impacted, Cradley Heath - Cradley/Chester Rd (CSO), and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Couple isolated external flooding incidents and isolated internal flooding incident reported downstream. Small downstream cluster of external incidents reported ..
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 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
321.
Land rear of Two Gates Lane, Cradley.
Due to a series of bifurcations immediately downstream of the site, there are a few different routes flow can follow downstream. (1) Series of isolated external flooding incidents reported downstream. Development may increase spills at Belle Vale - Corngreaves Road (CSO) with associated storm tanks and two return pumping stations which operation may be impacted. (1&2) Development may increase spills at Cradley Heath - Cradley/Chester Rd (CSO), and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Isolated external flooding incident downstream and small downstream cluster of external incidents reported . (3) Development may increase spills at Lye - Hayes Lane (CSO) with cat 1/2 pollution incident reported there. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. (1,2&3) All downstream routes have several clusters of cat 3 and 4 pollution incidents and some 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.
Greenfield 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
SA-0017-DUD.
Land South of Holbeache Lane.
Due to the size of the proposed development it is anticipated that additional sewerage infrastructure may be required to accommodate the development. Development may increase spills at Wall Heath - Brookstreet/Cross S (CSO) with associated cat 3 and cat 4 pollution incidents reported. Development may impact pump operation at Alverley Close SPS - Wall Heath and at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 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-0042-DUD.
Lapwood Avenue, Kingswinford.
Due to size of proposed development sewer capacity not expected to be an issue. Cluster of cat 3 and cat 4 pollution incidents reported downstream. Development may increase spills at Brierly Hill - Brierly Hill Rd (CSO) and Brierly Hill - Cooper Av (CSO). Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 surface water system located within the site boundary, outfalling to the watercourse. .
Concerns about discharge to storm system where two external flooding incidents reported nearby, one located on the site border. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
MEDIUM
SA-0039-DUD.
Lewis Road, Lye.
Development may impact pump operation at Stourbridge Road (Hay Breen) SPS - Stourbridge and increase spills at Lye - Stourbridge Road (CSO) and Lye - Bagley Street (CSO) where cluster of cat 3 and cat 4 pollution incidents reported along River Stour. Development may impact pump operation and increase spills at Enville Street SPS - Stourbridge and associated overflow. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
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. .
Concerns about future discharge to combined system. Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
MEDIUM
151.
Leys Road/Moor Street, Brierley Hill.
Site is adjacent to Brockmoor Foundry (North). Due to size of proposed development sewer capacity not expected to be an issue. Developmen may increase spills at Brierley Hill - Brierley Hill Rd (CSO), Brierley Hill - Cooper Av (CSO). Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 adjacent watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

SA-0132-DUD.
Marriott Road.
Development may increase spills at Cradley Heath - Cradley Road (CSO) and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Small downstream cluster of external incidents reported ..
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 or to the watercourse adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/surface water system..
LOW
149.
Moor Street, Brierley Hill.
Dual manholes at manholes SO91861857 and SO91861802 within the site boundary and development may increase sills there. Development may increase spills at Brierley Hill - Swanfield Road (CSO), Stourbridge - Marine Crescent (CSO) and Wordsley - Windsor Grove (CSO). Cluster of cat 3 and cat 4 pollution incidents reported downstream at Audnam Brook and Lyndhurst Drive. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 that the development would discharge to the adjacent surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
136.
Narrowboat Way, Blackbrook Valley.
Site is immediately upstream of Brewins Way, Blackbrook Valley. Development may increase spills at Brierley Hill - Pedmore Road (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Small downstream cluster of external incidents reported. Cat 1/2, cat 3 and cat 4 pollutions reported along watercourse Black Brook and upstream. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. .
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 watercourse or to the surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

352.
Northmoor Industrial Estate.
Due to size of proposed development sewer capacity not expected to be an issue. Development may increase spills at Brierley Hill - Brierley Hill Rd (CSO), Brierly Hill - Cooper Av (CSO), Brierly Hill - Swanfield Road (CSO) and Stourbridge - Marine Crescent (CSO). Cluster of cat 3 and cat 4 pollution incidents reported downstream at Audnam Brook and Lyndhurst Drive. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 adjacent surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
205.
Ridge Hill.
Isolated internal flooding incident reported ~250m from the site boundary. Cat 3 pollution incident reported within the site boundary. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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.
Green/Brownfield site not specified. Assumed that the development would discharge to the adjacent watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
360.
Sandvik, Halesowen.
Halesowen - Manor Way (CSO) with associated cat 4 pollution is located adjacent to the site and development may increase spills there. Development may increase spills at unnamed overflows at Stourbridge Road and at Belle Vale, Belle Vale - Corngreaves Road (CSO) with associated storm tanks and two return pumping stations which operation may be impacted, Cradley Heath - Cradley/Chester Rd (CSO), and at Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. Couple isolated external flooding incidents and isolated internal flooding incident reported downstream. Small downstream cluster of external incidents reported ..
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 watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

378.
St Peter's Road, Netherton.
Development may increase spills at Cradley Heath - Mildred Road (CSO), Cradley Heath - Bannister Street (CSO), Cradley Heath - Newtown Lane (CSO) and Cradley Heath - Cradley Forge (CSO) which has associated storm tanks and return pumping station, performance of which may also be impacted by increased foul flow, and isolated internal flooding incident reported on rising main there. Small downstream cluster of external incidents reported . Cat 3 and cat 4 pollution incidents reported downstream in association with River Stour. .
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 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
SA-0198-DUD.
Standhills Open Space.
Site boundary overlaps with site boundary of Ketley Quarry, Dudley Road, Kingswinford. A few isolated internal and external flooding incidents reported downstream. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 boundary. .
Surface water should be managed through SUDs and any excess discharged to the surface water system..
LOW

123b.
Tansey Green Road, Pensnett.
Site borders Dreadnought Road, Pensnett. Although site is <1km from Lower Gornal STW, assumed development will drain to Roundhill STW. External flooding incident reported shortly downstream from the site. Downstream cluster of cat 2, cat 3 and cat 4 pollution incidents at King George VI Park. Internal and external flooding incidents reported downstream at Kingswinford. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported further downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW
SA-0025-DUD.
The Triangle.
Due to the size of the development modelling may be required to assess implications and any necessary capacity improvements. Development may impact pump operation at Heathbrook Swindon Rd SPS - Kingswinford and increase spills at the associated overflow there, cat 3 and cat 4 pollutions also reported there. Cluster of external flooding incidents reported downstream at Kingswinford and repeated external flooding incident reported at Wordsley. Development may impact pump operation and increase spills at Kniver Street SPS - Wordsley and associated overflow, with isolated external flooding incident close by. .
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 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-0134-DUD.
VB Old Wharf Road.
Development may impact pump operation and increase spills at Enville Street SPS - Stourbridge and associated overflow. Cluster of repeated internal and external flooding incidents reported downstream around Swan St, Tudor Gardens and Bowling Green Rd at Stourbridge. .
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 adjacent to the site boundary. .
Surface water should be managed through SUDs and any excess discharged to the watercourse..
LOW
29.
West of Engine Lane, north of the railway, Lye.
Site adjacent to Caledonia Sewage Works; Bott Lane/Dudley Road, Lye; Land off Engine Lane, Lye (south of railway); and East of Engine Lane, south of the railway, Lye. Due to size of proposed development sewer capacity not expected to be an issue. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 adjacent watercourse or surface water system, outfalling to the watercourse. .
Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
LOW

SA-0010-DUD-B.
Worcester Lane Central.
Site neighbours Worcester Lane North and Worcester Lane South. Small cluster of external flooding incidents reported ~400m downstream of the site. Cluster of external and one internal flooding incidents reported further downstream. Isolated cat 4 pollution incidents reported 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, outfalling to the watercourse. .
Concerns about discharge to storm system where cluters of external flooding incidents and one internal flooding incident reported along downstream surface water system. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
HIGH

SA-0018-DUD-C.
Worcester Lane South.
Site neighbours Worcester Lane Central. Small cluster of external flooding incidents reported ~650m downstream of the site. Cluster of external and one internal flooding incidents reported further downstream. Isolated cat 4 pollution incidents reported 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 watercourse located ~150m from the site or to the surface water system located adjacent to the site, outfalling to the watercourse. .
Concerns about discharge to storm system where cluters of external flooding incidents and one internal flooding incident reported along downstream surface water system. Surface water should be managed through SUDs and any excess discharged to the watercourse/ surface water system..
HIGH
304.
Hays Lane, Stour Vale Road.
Lye - Stour Vale Road (CSO) is located immediately downstream of the site and development may increase spills there. Development may impact pump operation and increase spills at Caledonia Freehold SPS and associated overflow. Some external flooding incidents reported downstream. Cat 3 and cat 4 pollutions reported downstream along River Stour. No flooding incidents recorded 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 surface water system/ watercourse..
LOW

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