Commercial Estates Group

Foul Drainage & Water Supply – Vaughan Trading Estate, Tipton

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1 1625/Foul Drainage & Water Supply_v1.0

15 December 2011

VAUGHAN TRADING ESTATE, TIPTON

FOUL DRAINAGE & WATER SUPPLY

Final Report v1.0

1 INTRODUCTION

The site currently comprises approximately 17ha of previously developed

industrial land. As such the site is expected to be served by an existing foul drainage network and will have a water supply to it. Severn Trent Water (STW) has been consulted in order to ascertain whether there is sufficient

capacity to accommodate the development.

Consultation has been undertaken recognising the following proposals:

• 650 residential dwellings - across both the Commercial Estates Group and the Black Country Castings site

1.1 FOUL DRAINAGE

STW’s response (including Public Sewer Record) was provided within their

letter dated 14 September 2011 (Appendix A). A public foul sewer and public surface water sewer are shown to be located in

the western section of the site. Subject to the proposed site layout, if the diversion of these sewers is required, following any grant of planning

permission, STW’s Section 185 diversion procedure should be initiated at the earliest opportunity. A 5m buffer will be provided either side of the centreline of the existing or diverted alignment of the public foul/surface water sewer.

STW presume that the existing industrial development on site discharges to

the 225mm diameter public foul sewer passing through the site in the west. STW indicate that ‘although it is possible that the foul flows from the proposed residential development will be greater than those from the previous industrial

development, with no recorded flooding within 100m of the site, connection(s) to that sewer would be acceptable’.

1.2 WATER SUPPLY

South Staffordshire Water’s (SSW) response (including Water Mains Record)

was provided in their letter dated 28 November 2011 (Appendix B). SSW anticipate that the existing site water mains may be connected into the

12” CI water main in Sedgley Road East. As such SSW state that ‘there will not be a requirement for additional off-site mains’.

Budget costs for SSW constructing the new ‘on-site’ water mains are provided within SSW’s letter (Appendix B). It should be noted that this does not

include the cost of individual service connections or infrastructure charges to each of the proposed plots. The developer contribution to the cost of these

works will be reduced by the income SSW will receive from the connected parties. The developer contribution will be assessed once the final site layout is provided to SSW along with details of the proposed build/occupancy profile.

Commercial Estates Group

Foul Drainage & Water Supply – Vaughan Trading Estate, Tipton

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1625/Foul Drainage & Water Supply_v1.0

15 December 2011

APPENDIX A:

Severn Trent Water – Foul Drainage Response 14 September 2011 (STW Ref: WT29357)

Surface Water Drainage

trrespectiue of the discharge arrangements of the existingndustrial development should outfall to the culverted GrovetandBrook. Subject to Note 2 any adoptable onsite storm sewerssnoud have a total outfall flow as Note 3 or such lower total flowas ‘iay be directed by the Environment Agency.

<ou are advised to discuss any connection(s) to the culvert withcoth the re$evant Local Authority and the Environment Agency.

For any new ccrnectons into the public sewer network or the reuse of exstng sewer connections, you will need a Section 106pack that rcudes gu dance notes and an application form, OurDevelooer Serces Team handles new connections. To contactthem for an aDpiication pack please call 0800 707 6600 (or visitwww.stwater.co.uk) and quote the reference number above, Forthe avoidance of doubt, it is suggested that a copy of this letter,highlighting this paragraph is submitted with the future Section 106submission.

Please quote WT29357 in any future correspondence (including emails) with SWIL (see Note 5). Please note that DeveloperEnquiry responses are only valid for 6 months from the date of thisiefter,

Yours sincerely

K C RogersSewerage - Asset Protection (West)

Commercial Estates Group

Foul Drainage & Water Supply – Vaughan Trading Estate, Tipton

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1625/Foul Drainage & Water Supply_v1.0

15 December 2011

APPENDIX B:

South Staffordshire Water – Water Supply Response 28 November 2011 (SSW Ref: ds.spec.11/12/622)

137.5m

141.4m

137.2m

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ND

RO

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PO

RTF

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DR

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HOLDEN CROFT

Shelter

Sta

18

2

15

12

9

19

2

to 239

1

57

6

1

11

74

28

19

19

21

2

Sub

22

82

El Sub Sta

236

5

11

3

2

4

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240

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242

116

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Dudley Port

25

28

115

15

100

20

10

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5

10

21

7

1

246

20

(PH)

13

11

33

The

9

110

4

101

244

5

108

19

3

1

4

8

15

32

90

1

6

4

26

2

30

111

31

98

133.5m

145.4m

135.0m

137.5m

135.3m

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anal N

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erto

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Pond

Birm

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Canal

Wolverham

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Posts

Tow

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Tividale Road

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Business Park

Vaughan

Cleton Street

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House

11

to

12

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5b

Paget

33

7b

4

7

1

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59

55

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16

House

8

100

18

18

2 to

12

18

57

58

to

3

49

3

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Wyrley

15

33

to

9

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300

39

43

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13

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400

43

59a

45

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54

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3

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59

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17

30 to

40

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El Sub Sta

200

1 to 6

Works

8

25 1

80 to

238

60 to 1

18

14 to

24

120 to

178

Heronville

42 to

52

41

House

47

MP .25

SL

SL

SP

134.4m

132.3m

Birm

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m C

anal

Birm

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m L

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CR

Ward B

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Ward

Bdy

Subw

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Towing P

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Path (um)

Towing Path

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LANE

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BE

DW

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HE

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d Aqued

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Shelter

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Shelter

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335

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08

65

42

26

37

64

13

17

13b

7

11

8 to

22

8

11

2

6

4

62

36

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66

333

32

(PH)

23

78

15

1

297 to 3

02

24

18

14

8

2

10

67

55

7

12

11

265

94

15

14

2

59

56

1

Shelter

264

El

9

1

268

4

296

82

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339

8

57

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340

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68

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321 to 3

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Station

22

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6

71

7

38

11

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40 to

54

2

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2

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62

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315 to 3

20

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327 to 3

32

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248

84

57

32

Sta

3

8

16

4

283

3

3

Centre

30

44

309 to 3

14

51

1

2

25

18

34

15

23

69

72

12

72

11

6

62

1

286

2

6

49

70

4

76

2

249

2

13a

15

71

74

14b

Childrens

58

58

56

19

31

22

5

8

32

4

1

27

83

3

Shelter

3

293

10

2

4

262

9

2

3

10

1

11

50

24

1

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60

82

10

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2

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anal

Tow

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Tow

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Autobase Industrial

Estate

16

8

18

5

6

17

125.3m

Towing P

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JOHN'S LANE

SH

AW

RO

AD

BR

OC

K R

OAD

SM

SM

22

13

14

3

39

24

6

31

26

21

12

32

13

24

53

24

16

Works

23

3"CI

110mmHPPE

110mmHPPE

20"CI

3"CI

20"CI

12"CI

12"CI3"

CI

20"CI

20"CI

20"CI

20"CI

15"CI

3"CI

90mmMDPE

110mmHPPE

63mmMDPE

100mmDI

3"CI

125mmHPPE

150mm

150mmPVC 150mm

DI

25mmMDPE

63mmMDPE

150mmPVC

3"CI

110mmHPPE

15"CI

15"CI

15"CI

100mmPVC

100mmPVC

110mmHPPE

150mmPVC

150mmPVC

125mmMDPE

110mmHPPE

3"CI

4"CI

3"CI

100mmPVC

4"CI

100mmPVC

150mmPVC

6"CI

2"CI

100mmPVC

3"CI

110mmHPPE

180mmMDPE

4"CI

2"CI

6"CI

3"CI

4"CI

63mmMDPE

90mmHPPE

CI2"

4"CI

6"CI

12"CI

4"CI

4"CI

63mmMDPE

3"CI

6"CI

2"CI

6"CI

2"CI

3"CI

9"CI

12"CI

4"CI

4"CI

180mmMDPE

4"CI

180mmMDPE

3"CI

4"CI

4"CI

90mmHPPE

0:SEDGLEY ROAD EAST

15"CI

9"CI

12"CI

180mmMDPE

4"CI

4"CI

180mmMDPE

180mmMDPE

180mmMDPE

4"CI

90mmMDPE

9"CI

4"CI

90mmMDPE

180mmMDPE

4"CI

180mmMDPE

71:TIPTON_RD

3"CI

4"

CI

4"

CI

12"CI

12"

CI

6"

CI

15"

CI

90mmMDPE

12"CI

12"

CI

180mmMDPE

180mmMDPE

4"CI

15"CI

3"CI

90mmMDPE

4"CI

180mmMDPE

180mmMDPE

180mmMDPE

3"CI

8"STEEL

8"STEEL

8"STEEL

8"STEEL

4"CI

4"CI

9"CI

0:JOHNS LANE DMA

15"CI

15"

CI

12"

CI

12"CI

3"CI

63mm

MDPE

125mmHPPE

125mmHPPE

4"CI

72:TIPTON_RD_2

90mmMDPE

MDPE90mm

90mmMDPE

4"

CI

15"

CI

15"CI

125mmHPPE

4"CI

125mmHPPE

4"CI

4"

CI

12"CI

12"

CI

125mmHPPE 125mm

HPPE

HPPE125mm

DPH

DPH

DPH

WOH

AV

ST

ST

STWOH

AV

FH

DPH

WOH

FH

FH

FH

FH

WOH

WOH

WOH

FH

FH

FH

FH

WOH

WOHWOH

WOH

AVAV

AV

AV

AV

WOH

FH

FH

ZM

ZM

FH

FH

WOHTP

NRV

AV

NRV

FH

FH

DPH

NRV

FH

WOH

FH

FH

WOH

ST

FH

FH

WOH

WOH

FH

WOH

WOH

WOHDM

PRV

WOH

FH

WOH

ST

DPH

WOH

FH

WOH

WOH

WOH

WOH

DPH

DPH

FH

FH

WOH

WOH

FH

FH

FH

NMP

FH

OIL PIPELINEOIL PIPELINE

PRIVATE MAIN

MOTORISED VALVE

MOTORISED VALVE

OIL

PIP

ELIN

E

396413, 291002

397154, 291903

Based upon the Ordnance Survey map withthe sanction of the controller of H.M.Stationery Office. Crown Copyrightreserved.OS licence No. 100018180

Green Lane, Walsall WS2 7PDTelephone : Walsall (01922) 638282

Scale - 1:1250Centre Coordinates396783, 291453Plot date - 09/11/2011

Plot name: 622 - Vaughan TradingEstate, TiptonComments: Weetwood

The Company have no statutory obligation to give information about the position of their mains andother underground apparatus, but it is offered willingly for general guidance only on theunderstandingthatit is based on the best information at present available to the Company and nowarranty to it's correctness is given or implied. The plan must not be relied upon in the event ofexcavations or otherworksmade in the vicinity of the Company's apparatus and any onus oflocating the apparatus before using a mechanical excavator or other plant rests entirely upon yourauthority/Company. It must be understoodthatthe furnishing of this information is without prejudiceto the provisions of the New Roads and Street Works Act 1991, and of the Company's right to becompensated for any damage to the Company's apparatus.

133.5m

0:SEDGLEY ROAD EAST

ZM

ZM

FHMOTORISED VALVE

MOTORISED VALVE

TIP

TO

N R

OAD

71:TIPTON_RD

4"

CI

4"

CI

12"

CI

6"

CI

15"

CI

12"

CIWOH

WOHWOH

WOH

6

4"CI

0:JOHNS LANE DMA

63mm

MDPE

125mm

ST

WOHDM

PRV

FH

137.5m

15"

CI

12"

CI

CI

72:TIPTON_RD_2

4"

CI

15"

CI

4"

CI

12"

CI

WOH

WOH

WOH