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Commercial Estates Group
Foul Drainage & Water Supply – Vaughan Trading Estate, Tipton
©Weetwood
www.weetwood.net
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
©Weetwood
www.weetwood.net
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
©Weetwood
www.weetwood.net
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
GR
OV
ELA
ND
RO
AD
PO
RTF
IELD
DR
IVE
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
1
1
El
240
47
18
1014
21
86
52
17
64
PE
RR
Y S
TR
EE
T
CARNEG
IE A
VENUE
LIS
TE
R C
LO
SE
DU
DLEY P
OR
T
TCB
El
Sub Sta
242
116
18
18
91
2
Dudley Port
25
28
115
15
100
20
10
2
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
Dudle
y C
anal N
eth
erto
n T
unnel B
ranch
Pond
Birm
ingham
Canal
Wolverham
pton Level
Posts
Tow
ing P
ath
Tow
ing P
ath
GR
OV
ELA
ND
RO
AD
SED
GLEY R
OAD
EAST
TIP
TO
N R
OAD
CLETO
N S
TREET
MO
NK
CLO
SE
KIE
RS B
RID
GE C
LO
SE
WB
Tank
Tanks
Tividale Road
WB
Bridge
LB
TCB
Depot
Trading
DUDLEY PORT
Business Park
Vaughan
Cleton Street
Estate
House
11
to
12
El Sub S
ta
5b
Paget
33
7b
4
7
1
2
59
55
7
5a
7a
51
Vision Point
16
House
8
100
18
18
2 to
12
18
57
58
to
3
49
3
17
Wyrley
15
33
to
9
14
300
39
43
12
13
6a
400
43
59a
45
19
31
35
58a
54
1 to 2
3
1
40
59
7c
17
30 to
40
7 to 1
2
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
ingha
m C
anal
Birm
ingha
m L
evel
CR
Ward B
dy
Ward
Bdy
Subw
ay
Towing P
ath
Path (um)
Towing Path
CA
RN
EG
IE A
VE
NU
E
ST P
AUL'S
DR
IVE
AMPHLETT CROFT
STA
TION
DR
IVE
PEACO
CK C
LO
SE
HE
LLIE
R A
VE
NU
E
BEVAN
DU
DLEY P
OR
T
HAINES C
LOSE
RO
AD
JO
HN'S
LANE
JAYS A
VEN
UE
WE
NY
ON
CLO
SE
BE
DW
OR
TH
CR
OFT
HE
LLIE
R A
VE
NU
E
PEAKE D
RIV
E
LB
Rylan
d Aqued
uct
Shelter
TCB
Shelter
FB
335
14
303 to 3
08
65
42
26
37
64
13
17
13b
7
11
8 to
22
8
11
2
6
4
62
36
11
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
14
10
339
8
57
15
340
40
68
19
4
14a
321 to 3
26
47
12
3
5
Station
22
74
El S
ub Sta Royal Oak
6
71
7
38
11
50
40 to
54
2
5
2
38
62
9
24
315 to 3
20
Sub
327 to 3
32
Dudley Port
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
13
7
60
82
10
1
12
2
25
15
70
1
8
64
Neth
erto
n T
unnel B
ranch
Dudle
y C
anal
Tow
ing P
ath
Tow
ing P
ath
Autobase Industrial
Estate
16
8
18
5
6
17
125.3m
Towing P
ath
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