SPORTS COMPLEX TEMPLE PARK,
19
www.jc-consulting.net Report Ref: JCC17-051- (C) 02 Rev: 00 August 2017 James Christopher Consulting Ltd 4 McMillan Close Saltwell Business Park Gateshead NE9 5BF www.jc-consulting.net 0191 4914684 SPORTS COMPLEX – TEMPLE PARK, SOUTH SHIELDS UTILITIES ASSESMENT
Transcript of SPORTS COMPLEX TEMPLE PARK,
w w w . j c - c o n s u l t i n g . n e t
Report Ref: JCC17-051- (C) 02 Rev: 00
August 2017
James Christopher Consulting Ltd 4 McMillan Close
Saltwell Business Park Gateshead
NE9 5BF www.jc-consulting.net
0191 4914684
SPORTS COMPLEX – TEMPLE PARK, SOUTH SHIELDS
UTILITIES ASSESMENT
Sports Complex – Temple Park, South Shields | JCC17-051
Document Control Sheet
Sports Complex – Temple Park, South Shields Utilities Assessment
Project No: JCC17-051 Document Ref: JCC17-051-(C) 02 Report Description: Utilities Assessment Author: Andrew Webb Client: Tolent Living Limited Derwent House Fifth Avenue Business Park Team Valley Trading Estate Gateshead NE11 0NL Document History: Revision Status By Date Checked Signed Authorised Signed
00 Planning
14/08/2017 Alex Short
Kris Haigh
Sports Complex – Temple Park, South Shields | JCC17-051
C O N T E N T S
1 INTRODUCTION ................................................................................................................... 4 1.1 Background ................................................................................................................................... 4 1.2 Existing Site ................................................................................................................................... 4 2 FOUL DRAINAGE .................................................................................................................. 5 2.1 Proposed Foul Drainage Calculations ........................................................................................... 5 2.2 Sewer Connection ......................................................................................................................... 5 3 SURFACE WATER DRAINAGE ................................................................................................ 6 3.1 SUDs Methodology ....................................................................................................................... 6 3.2 Proposed Drainage ........................................................................................................................ 7 3.3 Surface Water Drainage Summary................................................................................................ 8 4 EXISTING PUBLIC UTILITIES .................................................................................................. 9 4.1 Northumbrian Water Ltd – Sewer Network ................................................................................ 9 4.2 Northern Power Grid - Electrical Network ................................................................................... 9 4.3 Northern Gas Networks - Gas Network ....................................................................................... 9 4.4 British Telecom - Telecommunications Network ......................................................................... 9 4.5 Northumbrian Water Ltd – Water Supply Network ..................................................................... 9 APPENDICIES A Northumbrian Water Ltd Sewer Network Asset Plan B Northern Power Grid Electrical Network Apparatus Plan C Northern Gas Networks Mains Record Plan D British Telecom Apparatus Plan E Northumbrian Water Ltd Supply Network Asset Plan
Report Ref: JCC17-051-(C) 02 Revision 00
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Sports Complex – Temple Park, South Shields | JCC17-051
1. INTRODUCTION
1.1 BACKGROUND
James Christopher Consulting were appointed by Tolent Living to undertake a utilities assessment to supplement the Planning Application for the proposed sports complex development on the site of Temple Park, South Shields, NE34 8QN. The proposal is for the construction of a Sports Complex comprising of Club House including changing room’s, squash courts, toilets and a Bar/Function Room as well as associated highway, boundary, hard and soft landscaping works including the construction of Rugby and Cricket pitches as well as Tennis Courts The aim of this report is to assess the foul and surface water requirements for the proposed development as well as obtaining and analysing the existing utility apparatus plans. The report will identify apparatus within the site boundary that may have easements or require diversions and identify possible connection points. This report does not comment on the existing capacity of public utility apparatus.
Figure 1.1 Ordnance Survey Map – Site Location
1.2 EXISTING SITE
The site is located in Westoe, a small borough of South Shields. The site has no previous use other than a green space for the local community this classifies it as a Greenfield site. The site is located at NGR NZ 37180 63525. The site area measures approximately 15.67 hectares with the natural topography appearing to fall East to West by approximately 2.7m and South to North by approximately 2.2m. The closest watercourse is the River Tyne which is approximately 3.1km from the Northern Boundary at the closest point. The site is currently served by a 300mm combined system which runs from Southern Boundary through the Centre of the site and leaving at the Northern Boundary, which is owned and maintained by Northumbrian Water Ltd.
Report Ref: JCC17-051-(C) 02 Revision 00
August 2017
Sports Complex – Temple Park, South Shields | JCC17-051
2 FOUL DRAINAGE
It is proposed to a foul water drainage system serving dwellings to collect domestic used water and discharge it to the NWL sewerage network.
2.1 PROPOSED FOUL DRAINAGE CALCULATIONS
The following discharge rates have been used for the purpose of these calculations and are based upon the
guidance contained within Building Regulation Approved Document H and BS EN 12056-2.
The rates are applicable to common sanitary fittings and appliances:
Washbasins – 0.6 litres / second
WC – 2.5 litres / second
Kitchen Sink – 1.3 litres / second
Urinal – 0.8 litres / second
Dishwasher – 0.8 litres / second
Shower – 0.6 litres / second
The development proposes for the construction of a Sports Complex. Calculations have been completed based
on Tolent Living ltd Drawing 17-006 (ST) SK02 Proposed Sketch Floor Plans. The drawing is still at the feasibility
stage and, therefore, is subject to change.
Discharge Rate Calculations
Frequent Use (K) = 0.7
• 31No. Washbasins - 18.6 l/s
• 33No. WC - 82.5 l/s
• 2No. Kitchen Sink - 2.6 l/s
• 7No. Urinal - 5.6 l/s
• 2No. Dishwasher - 1.6 l/s
• 40No. Showers - 24 l/s
Total - 134.9 Discharge Units
Total discharge units for areas with frequent use = 134.9 DU
0.7 x square root of 134.9 = 8.130 litres / second
2.2 SEWER CONNECTION
Based on an initial review of existing site levels and the NWL sewer plans, there are 2 No. feasible connections
available for the proposed foul drainage. The connection points would be via existing Manholes 3501 or 3601
running through the middle of the site via the 300 mm Combined Sewers. A Surface Water Manhole can be
seen at the South West corner of the site within Nevinson Avenue but due to the site topography this manhole
is not thought to be suitable, surface water flows would be able to discharge via gravity into the Combined
Sewer running through the site at the same locations as the Foul Water.
There is a requirement to agree foul flows with Northumbrian Water Ltd prior to connection to the public
system. Northumbrian Water Ltd would be consulted as to whether they can accommodate the calculated foul
peak flow rate into their adopted system. In order to obtain a direct connection to the public sewer system we
would be required to lodge an application to the local sewer network provider, Northumbrian Water (NWL) via
a pre-development enquiry in order for them to consider discharge into their network.
Report Ref: JCC17-051-(C) 02 Revision 00
August 2017
Sports Complex – Temple Park, South Shields | JCC17-051
3 SURFACE WATER DRAINAGE
It is proposed to provide a surface water drainage system serving roofs, roads, footpaths and all hard standing areas. The total area of the proposed new development is 15.67ha. The risk of surface water flooding of the site and the wider area will be mitigated by restricting the discharge flow rate to that of the previous site use runoff and attenuating flows in exceedance.
3.1 SUDS METHODOLOGY
The following methodology was used to produce a SUDS strategy:
Calculate pre-development/Greenfield runoff, using the method outlined in the Institute of
Hydrology Report 124.
Calculate the required post development attenuation/storage required for the critical storm with a
return period of 30 years.
Test the sensitivity of the site by investigating the volume of runoff produced during storms with a
return period of 100 year plus 30% allowance for climate change.
Attenuation provided to ensure that no road/property/overland flooding occurs for a 30 year return
period storm. No property flooding should occur as a result of runoff from a 100 year (plus 30%
allowance for climate change) return period storm.
The potential methods of discharge in order of preference are:
Discharge via infiltration
Discharge to watercourse
Discharge to sewer
A ground investigation is yet to be carried out for the site, from reviewing British Geological Society and The
National Soil Research Institute information the site appears to be slowly permeable seasonally wet slightly
acid but base-rich loamy and clayey soils suggesting that infiltration will be an unlikely discharge method.
South Shields is within the catchment of the River Tyne which is approximately 3.1km from the site. The site
generally falls from East to West and South to North. The surface water on site is not thought to be
positively drained and historically prior to any developments would have drained via groundwater flows to
the River Tyne and the North Sea.
As the site would previously drain to the River Tyne, it is unfeasible to discharge surface water flows to the
existing watercourse due to the distance from the site boundary and the existing Developments that
separate the site from any nearby watercourses.
To ensure the water quality entering the Sewer System does not have a detrimental impact to the
environment the design will look to incorporate source control features to provide a suitable level of
treatment. The level of treatment is required to be proportional to the level of risk. For the proposed site it
is generally considered that for rooftop drainage requires one level of treatment and access roads require
two levels of treatment.
Report Ref: JCC17-051-(C) 02 Revision 00
August 2017
Sports Complex – Temple Park, South Shields | JCC17-051
3.2 PROPOSED DRAINAGE
It is proposed to provide a surface water drainage system serving roofs, roads, footpaths and all hard standing areas. The total area of the proposed new development is 15.67ha with an approximate impermeable area of 1.0ha. The risk of surface water flooding of the site and the wider area will be mitigated by restricting the discharge flow rate to that of the previous site use runoff and attenuating flows in exceedance.
The Greenfield runoff for the area has been calculated using the method outlined in Institute of Hydrology report 124 (calculations carried out using MicroDrainage). This method is only accurate for areas greater than 50ha. Therefore, the Greenfield runoff for 50ha has been calculated and factored down to provide a flow rate per ha.
The following design inputs were used based on information within MicroDrainage:
Return Period = 100 year
Area = 50 ha
SAAR = 654
Soil Index = 0.300
Region = 3
Figure 3.1 Rural Runoff Calculator Results
Report Ref: JCC17-051-(C) 02 Revision 00
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Sports Complex – Temple Park, South Shields | JCC17-051
Based on a the assumed Impermeable Area of 1.0ha the following Greenfield run off rates for the following return period events have been calculated:
QBar 1.684 l/s
1 in 1 year 1.448 l/s
1 in 30 year 2.958 l/s
1 in 100 year 3.500 l/s
As the site is not understood to be positively drained, based on the topography it would historically drain to the River Tees. It is proposed to direct flows into the existing NWL combined sewer on site and restrict them to a discharge rate of 5 l/s. This proposal will be submitted to NWL via a Pre-Development Enquiry Application. MicroDrainage has been used to estimate the surface water attenuation requirements for a 1 in 30 year return period event, with the discharge restricted to a discharge rate of 5 l/s.
Figure 3.2 Quick Storage Estimate Results
3.3 SURFACE WATER DRAINAGE SUMMARY
Based on the investigation carried out to date the surface water drainage strategy can be summarised as:
Flows will be collected from rooftops, roads, footpaths and all hard standing areas and conveyed via
gravity. All flows will be conveyed by the drainage network and will not infiltrate into the ground.
The flows will discharge to an existing NWL surface water network.
The flows will pass through appropriate SuDS source control.
A flow control device will restrict flows from the development to 5 l/s.
An application will be made to NWL for the adoption appropriate sewerage.
Surface water flows will pass through catch pits to collect any silt within the network.
Peak flows in excess of discharge rates during storms up to 1 in 30 years will be attenuated below
ground within the network.
Peak flows in excess of discharge rates during storms up to 1 in 100 years, plus 30% for climate
change, will be attenuated on site to ensure there is no flooding of buildings or flooding off site.
Report Ref: JCC17-051-(C) 02 Revision 00
August 2017
Sports Complex – Temple Park, South Shields | JCC17-051
4 EXISTING PUBLIC UTILITIES
4.1 NORTHUMBRIAN WATER LTD - SEWER NETWORK
An extract from the Northumbrian Water Asset plans has been provided, and included within Appendix A. The nearest sewer a 225mm combined network is shown to be running directly through the site before leaving the site boundary under the existing football pitch. A 300mm Surface Water sewer is shown within Nevinson Avenue at the Southern Boundary of the Site. The plans also indicate the proposal for the construction of a new 225mm Surface Water sewer within King George Road, private drainage is also visible around the existing leisure centre. The plans indicate that no other apparatus is found within the proposed site boundary.
4.2 NORTHERN POWER GRID - ELECTRICAL NETWORK
An extract from the Northern Power Grid apparatus plans has been provided, and included within Appendix B. A cable is visible on the plans entering the site at the South Western boundary corner and Leaving again at the Southern Boundary. The leisure centre also has an electrical connection although this is not shown to enter the development boundary. Cables are also visible supplying the Residential properties surrounding the site. The exact size of the cable will need to be confirmed by Northern Power Grid. The plans indicate that no other apparatus is found within the proposed site boundary.
4.3 NORTHERN GAS NETWORKS - GAS NETWORK
An extract from the Northern Gas Networks mains records has been provided, and is included within Appendix C. Low pressure gas apparatus can be found at the Southern Boundary of the site within Nevinson Avenue. Beyond the Eastern Boundary of the site there is a low pressure main that supplies the residential properties to the East. There doesn’t appear to be any gas apparatus which directly crosses the site that is likely to require any diversion works.
4.4 BRITISH TELECOM – TELECOMMUNICATIONS NETWORK
An extract from British Telecom apparatus plans has been provided, and included within Appendix D. BT Assets can be found at the Southern Boundary of the site within Nevinson Avenue. Beyond the Eastern Boundary of the site there are also cables supplying the residential properties to the East. There doesn’t appear to be any further BT Assets around the site that is likely to require any diversion works other than the supply to the Leisure centre which is not included within the development Boundary.
4.5 NORTHUMBRIAN WATER LTD – WATER SUPPLY NETWORK
An extract from Northumbrian Water Supply Networks Asset plans has been provided, and included within Appendix E. 6” distribution mains can be found at the Southern Boundary of the site within Nevinson Avenue. Beyond the Eastern Boundary of the site there is also a 6” distribution line supplying the residential properties to the East. There doesn’t appear to be any other NWL pipes around the site that is likely to require any diversion works other than the Fire lines to the Leisure centre which is not included within the development Boundary. The plans indicate that no other apparatus is found within the proposed site boundary.
Sports Complex – Temple Park, South Shields | JCC17-051 A
APPENDIX A
NORTHUMBRIAN WATER LTD SEWER NETWORK ASSET PLAN
S104
STY/2012/01
Cleadon Park
PROPOSED
S104
STY/2012/06
Cleadon Park Phase 5c
PROPOSED
DG
STY/S104/2012/05
Cleadon Park Phase 4b
PROPOSED
DG
Sports Facility
TCB
LB
Mast
FB
TCB
LB
TCB
BL
BO
BO
BO
BO
BO
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750 C
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1.91
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1.05
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0.90
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225
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0.88
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300 V
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1.37
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1.33
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1.71
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1200 C
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450 C
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450 C
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900 CO TANK SEWER
150
>
450 CO
To Be Abandoned
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bandoned
300
150
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300
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1.37
>
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300
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1.53
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1.24
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1.24
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1.13
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0.93
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1.25
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2.14
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1.27
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1.96
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1.19
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1.22
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0.74
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>
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0.62
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1.99
>
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C
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1.12
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C
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>
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2.23
>
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2.01
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>
AA
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>
525 V
C
>
>
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PondPond
Temple Memorial Park
El
Sub
Sta
ET
L
Skatepark
El Sub Sta
Car Park
Ward
Bdy
Ward
Bdy
Ward Bdy
Und
Ward Bdy
CR
Boro Const & Ward Bdy
6501
7501
6909
6908
7929
7930
6920
6901
2.24 69216922
6923
6907
NOMH.
2002
CP
CP
CP
CP
2901
3802
3801
1.80
5801
2.17
5802
5803
5811
5702
5808
5809
5807
5810
5703
5704
5806
5813
5804
5901
5701
5805
6801
6915
6819
6802
FC
6708
6814
6707
6815
6816
6728
6911
6910
6812
6813
6826
6808
6825
6611
6616
6605
6604
6601
6615
6716 672967036704
6721
6720
HC
Md6
HYDROBRAKE
5 l/s
6715
6403
6404
6523
65126525
65136506
6505
6504
6508 6509
6521 65146520
65156518
65166517
6501
66086617
6620
6609
66196606
3601
3501
3701
1.28
2.28
2.20
5605
5706
5601
5604
5705
5606
5707
5603
5608
5609
5501
5502
5607
5503
6705
6502
6503
6713
6613
6714
0405
0403
04040406
2.40
1401
0301
0303
1.22
7402
8302
8401
8301
8402
8403
8404
9303
9204
9401
9302
9304
2.58
9301
1301
2.04
1302
2.13
1304
1303
0302
0304
02062203
2204
33012301
1.18
2302
3401
3201
4201
6402
1.98
6304
6303
6302
6411
1.14 6410
0.87
6414
MH to be built online
6409
1.13
6408
0.99
6415
1201
1203 1202
0203
8203
8202 9203
0201
2.33
9903
9001
9901
9005
8715
8816
8809
8808
8815
8902
1.35
8807
8803
8709
8814
8708
8903
FC
0.81
8707
8802
9824
9814
9823
9714
98039812
9811
9808
9806
9805
9813
9707
9902
9810
9809
85169506
8511
9501
950285098602
8603
9601
86179602
8601
9608
8616
9603
96
8614
8607
NOMH
8615
8619
9604
8613
9610
9605
8413
8412
8411
84109412
94119410
9409
9408
9510
951195128503
8513
8504
8514
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85028508
9505
85158506
9504
8510
8919
1.47
8920
1.93
80111.55
8012
1.49 8013
96119606
9612
8618
8612
8611
86109709
8720
87028719
97109702
87118713
971187108712 9703
FC
8718
971397128714
8701
7720
8716
8717
7709
8703
7716
88198820
8821
8822
0.80
88277807
88107808
7825
88018811
8812
88188813
8817
8901 8917
8905
89181.42
8904
FC
7517
7512
7523
7509
7510 7524
7413
7415
7416
8521
8520
8518
8501
8407
8414
8522
7936
1.4179341.46
7935
1.64
79321.41
7933
1.48
7501
1.87
7608
7520
7526
7609
7607
7513
7525
7603
FC
8519
8624
8517
8622
8620
8512
8623
8507
8621
7926
79287927
7925
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FC
0.64
7937
1.59
7912
1.03
6407
0.81
7405
7301
7412
0.95
7401
7411
7410
7409
7402
7408
7407
7302
7406
8418
8401
8417
8416 8415
8402
8301
8404
8405
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9301
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1.80
7414
6511
7518
7502
7507
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7503
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6507
7508
7504
1.22
7511
75286526
75226519
7527
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7506
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6607
6621
7618
761976157605
7610
76177606
7611
7601
7602
7702
77036717
7705
7722
77047717
7701
7707
77157706
7724
6730
6725
7708
6806
7814
78117810
6803
79017931
6827
HC
Md6
HYDROBRAKE
70 l/s
6828
To BeBuilt Online
6805
7819
7818
7725
7723
7805
7804
7803
7802
7711 LH
7801
7710
7809
1.25
7826
7.62
7824
7202
6203
7301
5302
6401 7401
6402
JOHN REID ROAD
MANET GARDENS
REDWOOD AVENUE
MAPLE COURT
LY
NW
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D W
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LY
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ALDER WALK
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ELM
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Post
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THE RIDGEWAY
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LA
WR
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AV
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LAWRENCE AVENUE
LA
WR
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AV
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NEVINSON AVENUE
MANETGARDENS
SOANE GARDENS
WH
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SO
AN
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NS
Path
Path
NEVINSONAVENUE
KI N
G G
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NEVINSON AVENUE
KIN
G G
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RG
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LAUREL GROVE
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CLOVER WAY
39
23
17
46
2224
34
32
7
5
2 1
35
33
31
24
33
29
35
38
8Primary School
Ridgeway
36
34
Gas Gov
355
357
1
35
43
53
55
32
38
43
36
42 44 48
50
47
Sta
Sub
58
El
45
37
6
50
324
Shelter
336
She
13
52
240
60
65
14
25
62
to
104
37
67 to 89
47
24
91 to 133
38
8
7
9 1
El Sub Sta
27
196
78
76
90
2872
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14
60
1
2
1
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987
1
7112 1614
2
14 63
15
711
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19
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1
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47
11
48
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102
15 11
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16
21
1
18
2
31
20
14
13
14
15
16
18
13
Shelter
275
279
281
1
2
11
79
810
15
77
73
116
104
12
17
19
17
100
36
41
38
88
52
76
54
66
8
7
97
85
2
1
112
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73
69
48
61
50
98
62
52
74
86
81
140 12
18
164
34
111
132
65
53
67
130
36
297
99
24
41
118
295
297
14
293
1
11 15
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3191
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7
13
11
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7
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9
24
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1
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7
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39
43
58
Fennel G
rove
14
30
2618
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2
The White Ensign
(PH)
5
10
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1
2
117
22
13
7
8
19
24
8
1
13
15
2630
35
72
51
37
Way
Tarragon
67
56
4943
63
61
74
78
El Sub Sta
44
54
66
42
74 70 72
20
18 3024
68
66
60 62 64
14 212
8
34 3
0 32
28
114
26
20
2122
Ta
rrag
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2424
20
13
17
21 25
23
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112
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2
137
6367 to 73
9275 to 81
83 to 89
91
11511711393
111 123
166
168
123 127 109125
155 164
157153
129
151
88
90 158
171
152154
150
11
33
30
Primary School
RC Voluntary Aided
St Oswald's
46
21
18
19
17
2
60
13
11 1
9
72
6
80 52
4
65
3 1
84
15
36
69
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71
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323634
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115
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23
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3
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26
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39 8
7
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11
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263
261
259
249
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2
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237
Shelte
r
141
12146
99
112
86
76
114134
110
7290
130
118
106
92
124102
El Sub Sta
Fire Station26.8m
27.1m
27.7m
28.7m
29.9m
31.1m
32.3m
34.1m
35.1m
38.7m
41.5
25.0m
25.3m
25.0m
25.9m
30.5m
31.7m
32.9m
24.1m
Sports Facility
TCB
LB
Mast
FB
TCB
LB
TCB
PondPond
Temple Memorial Park
El
Sub
Sta
ET
L
Skatepark
El Sub Sta
Car Park
Ward
Bdy
Ward
Bdy
Ward Bdy
Und
Ward Bdy
CR
Boro Const & Ward Bdy
JOHN REID ROAD
MANET GARDENS
REDWOOD AVENUE
MAPLE COURT
LY
NW
OO
D W
AY
LY
NW
OO
D W
AY
ACACIA GARDENS
ALDER WALK
ELM AVENUE
ELM
GR
OV
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HA
WT
HO
RN
EA
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NU
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SY
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LA
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LA
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WH
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SO
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Path
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KI N
G G
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KIN
G G
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CLOVER WAY
39
23
17
46
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34
32
7
5
2 1
35
33
31
24
33
29
35
38
8Primary School
Ridgeway
36
34
Gas Gov
355
357
1
35
43
53
55
32
38
43
36
42 44 48
50
47
Sta
Sub
58
El
45
37
6
50
324
Shelter
336
She
13
52
240
60
65
14
25
62
to
104
37
67 to 89
47
24
91 to 133
38
8
7
9 1
El Sub Sta
27
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78
76
90
2872
13
14
60
1
2
1
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987
1
7112 1614
2
14 63
15
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7
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1
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275
279
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1
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810
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116
104
12
17
19
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54
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8
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2
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50
98
62
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74
86
81
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65
53
67
130
36
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99
24
41
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295
297
14
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1
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3191
17
29
31
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6
1
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18
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13
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7
13
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9
24
8
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1
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30
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39
43
58
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rove
14
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2
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(PH)
5
10
Garage
1
2
117
22
13
7
8
19
24
8
1
13
15
2630
35
72
51
37
Way
Tarragon
67
56
4943
63
61
74
78
El Sub Sta
44
54
66
42
74 70 72
20
18 3024
68
66
60 62 64
14 212
8
34 3
0 32
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114
26
20
2122
Ta
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Wa
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2424
20
13
17
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23
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112
110
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14
104
9 10
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2
137
6367 to 73
9275 to 81
83 to 89
91
11511711393
111 123
166
168
123 127 109125
155 164
157153
129
151
88
90 158
171
152154
150
11
33
30
Primary School
RC Voluntary Aided
St Oswald's
46
21
18
19
17
2
60
13
11 1
9
72
6
80 52
4
65
3 1
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36
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39 8
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Temple Park Centre
263
261
259
249
1
2
247
237
Shelte
r
141
12146
99
112
86
76
114134
110
7290
130
118
106
92
124102
El Sub Sta
Fire Station26.8m
27.1m
27.7m
28.7m
29.9m
31.1m
32.3m
34.1m
35.1m
38.7m
41.5
25.0m
25.3m
25.0m
25.9m
30.5m
31.7m
32.9m
24.1m
S104
STY/2012/01
Cleadon Park
PROPOSED
S104
STY/2012/06
Cleadon Park Phase 5c
PROPOSED
DG
STY/S104/2012/05
Cleadon Park Phase 4b
PROPOSED
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1.87
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1.21
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1.64
>
1.34
>
450 CO>
>>
450 C
O
2.10
>
>
>
300 CO
2.01
>
300 C
O
150 VC 1.24
>
>>
> >
>
>150 >
>
150
>375 CO3.04
>300 VC
2.93
> 15
0 V
C
>
>15
0 V
C
1.06
>
> >
>300
1.03
>>
225 V
C
1.40
>
>>
>
>300 VC
3.43
>
CO
2.00
>375 CO
3.52
>225 V
C
1.96
>300 VC
3.433.43
>225
1.78
>
300 C
O
2.55
>150 1.57
>300 VC
>
225 VC
>
>
225 VC
>>
>>
>
>
>
>>
>
1.96
> CO
5.20
>225 V
C
1.53
>375 CO
1.39
>525
5.28
>225 V
C
2.00
>375 CO
1.67
>525
3.74
>300 VC1.94
>
300 V
C
2.07
>
450 C
O
3.06
>225 V
C
1.67
>
375 C
O
>
>
525 C
O
2.08
>
225 VC
1.44
150
Hd
1.37150
Hd 1.27
>
225
Hd
225 V
C
>
>>>
225 PVC
>
>
>
>
225 P
VC
>>
>
>
>
600
VC
>
>
>
>
150 PVC
>
>
>
>
>>
>
>
>
>
>
>
>>
>
>>
>
>
>
> >
>
>
>
>>
>
>>
225 P
VC
>
>225 P
VC
> 225 V
C
>
>
>>
>
>
<
>
>
>
>
<
>
<
>
>
>
150
>
150
>
150
>
150
>
>
>
>
>>
>>
>
>
>
>
>>
>
>
>
>
>150
>
150
>
>
>
>
>
>
150
>
>
>>
>
>
>
225 VC
1.16
>
100 VC
0.77
>300 V
C
>
225 V
C
1.23
>300 VC
1.76>
>
>>
225 VC
>>
>
>>>
>
225 VC>
150>
<
>>
>
>>
>
>
100 V
C
0.93
>100 VC
1.25
>
225 VC
1.02
>100 VC
2.02
>
>
525 C
O
2.47
>
525
2.60
>
>
100 VC
0.46
>
525
>
100 V
C
0.85
>
>
>
VC
0.76
>
>
To Be Abandoned
>
>>
>
1.22
>
375 V
C
>
>
450 V
C
AAAAA
AA
AA
AAAAAA
>
600 V
C
>525 VC
2.12
>
>
225 V
C
>
>>
>
>
AA
AA
A
>
225 VC
>
225
>
To Be AbandonedAA
AAAAAA
AA
AA
AA
>
450 C
O750 C
O
TA
NK
SE
WE
R
S104
AA
750 CO TANK SEWER
S104
>
>
>
225
S104
>
750 C
OT
AN
K S
EW
ER
S104 >
225
S104
>
750 CO
TANK SEWERS104
>
>
225 VC
1.92 >
VC
1.14
>
>
100 VC0.96
>
>
>150
VC
1.33
>
>
150 V
C
1.75
>
375 V
C
2.18
>
100 V
C
0.74
>
375 V
C
>
>
>
100 V
C
0.62
>
>
>
1.17
>
100
>
>
450 V
C2.02
>
>
>
>> >
>
>
300 V
C
1.67
>
375 V
C
>
>
>
>
>
>
>
>
>
>
>
>
225 VC
>
>
> >
>
>
>
>
225 VC
1.71
>
>
>
>
225 V
C
>>
225 V
C
1.99
>
>>
>
100 V
C
0.64
>
>
100 V
C
0.95
>100 VC
1.12
>
100 V
C
0.64
>
>
AA
AA
AA>
>
525 V
C
AA
AA
AAAAA
AA
>
>
>
> >
375 C
O
4.36
2.34
>
Hd
>
300
Hd
>
225
Hd
>
Hd
>225
Hd
>
375
>
375 V
C
> >
>
>
>
>
>
300
Hd
2.01
>
>
>
225
1.05
>
450 V
C
2.23
>
>
>
>
300 VC
2.01
>
>3001.75
>150
>
AA
AA
A
>
525 V
C
>
>
AA
AA
A
6501
7501
6909
6908
7929
7930
6920
6901
2.24 69216922
6923
6907
NOMH.
2002
CP
CP
CP
CP
2901
3802
3801
1.80
5801
2.17
5802
5803
5811
5702
5808
5809
5807
5810
5703
5704
5806
5813
5804
5901
5701
5805
6801
6915
6819
6802
FC
6708
6814
6707
6815
6816
6728
6911
6910
6812
6813
6826
6808
6825
6611
6616
6605
6604
6601
6615
6716 672967036704
6721
6720
HC
Md6
HYDROBRAKE
5 l/s
6715
6403
6404
6523
65126525
65136506
6505
6504
6508 6509
6521 65146520
65156518
65166517
6501
66086617
6620
6609
66196606
3601
3501
3701
1.28
2.28
2.20
5605
5706
5601
5604
5705
5606
5707
5603
5608
5609
5501
5502
5607
5503
6705
6502
6503
6713
6613
6714
0405
0403
04040406
2.40
1401
0301
0303
1.22
7402
8302
8401
8301
8402
8403
8404
9303
9204
9401
9302
9304
2.58
9301
1301
2.04
1302
2.13
1304
1303
0302
0304
02062203
2204
33012301
1.18
2302
3401
3201
4201
6402
1.98
6304
6303
6302
6411
1.14 6410
0.87
6414
MH to be built online
6409
1.13
6408
0.99
6415
1201
1203 1202
0203
8203
8202 9203
0201
2.33
9903
9001
9901
9005
8715
8816
8809
8808
8815
8902
1.35
8807
8803
8709
8814
8708
8903
FC
0.81
8707
8802
9824
9814
9823
9714
98039812
9811
9808
9806
9805
9813
9707
9902
9810
9809
85169506
8511
9501
950285098602
8603
9601
86179602
8601
9608
8616
9603
96
8614
8607
NOMH
8615
8619
9604
8613
9610
9605
8413
8412
8411
84109412
94119410
9409
9408
9510
951195128503
8513
8504
8514
95038505
85028508
9505
85158506
9504
8510
8919
1.47
8920
1.93
80111.55
8012
1.49 8013
96119606
9612
8618
8612
8611
86109709
8720
87028719
97109702
87118713
971187108712 9703
FC
8718
971397128714
8701
7720
8716
8717
7709
8703
7716
88198820
8821
8822
0.80
88277807
88107808
7825
88018811
8812
88188813
8817
8901 8917
8905
89181.42
8904
FC
7517
7512
7523
7509
7510 7524
7413
7415
7416
8521
8520
8518
8501
8407
8414
8522
7936
1.4179341.46
7935
1.64
79321.41
7933
1.48
7501
1.87
7608
7520
7526
7609
7607
7513
7525
7603
FC
8519
8624
8517
8622
8620
8512
8623
8507
8621
7926
79287927
7925
7902
FC
0.64
7937
1.59
7912
1.03
6407
0.81
7405
7301
7412
0.95
7401
7411
7410
7409
7402
7408
7407
7302
7406
8418
8401
8417
8416 8415
8402
8301
8404
8405
8403
9301
9403 9
9404
7403
7404
1.80
7414
6511
7518
7502
7507
65107519
7503
1.00
6507
7508
7504
1.22
7511
75286526
75226519
7527
7521
7505
7506
7604
6607
6621
7618
761976157605
7610
76177606
7611
7601
7602
7702
77036717
7705
7722
77047717
7701
7707
77157706
7724
6730
6725
7708
6806
7814
78117810
6803
79017931
6827
HC
Md6
HYDROBRAKE
70 l/s
6828
To BeBuilt Online
6805
7819
7818
7725
7723
7805
7804
7803
7802
7711 LH
7801
7710
7809
1.25
7826
7.62
7824
7202
6203
7301
5302
6401 7401
6402
Combined
Foul
Surface
Treated Eff
Untreated Eff
Overflow
NWL ResponsibilityCombined
Foul
Surface
Trade Eff
Watercourse
Private/Non NWLCombined
Foul
Surface
ProposedAnnotations
Direction of flow
Backdrop
AbandonedA A A
Rising Main\ \ \
Symbols
Chambers
Inlet/Outlet
Treatment Works
Pumping Station
Capped End
Balancing Pond
Termination Node
Rodding Eye
Unknown End
Attribute Change
Air Valve
Property Connection
Lamp Hole
Hatchbox
Dual Usage Chamber
User : LANGP
Title :
Date : 03/08/2017 16:31:37
Centre Point : 437265,563629
Map Sheet : NZ3763NW
Paper / Scale : A2@1:2500
The material contained on this plot has been reproduced from an Ordnance Survey map with permission of the controller of H.M.S.O. Crown Copyright Reserved. Licence No.100022480. The information shown on this plan should be regarded as approximate and is intended forguidance only. No Liability of any kind whatsoever is accepted by Northumbrian Water, it's servants or agents for any omission. The actual position of any water mains or sewers shown on the plan must be established by taking trial holes in all cases. In the case of water mainsNorthumbrian Water must be given two working days notice of their intention to excavate trial holes. With effect from 1 October 2011, private lateral drains and sewers automatically transferred to Northumbrian Water under a scheme made by the Secretary of State pursuant to section 105A Water Industry Act 1991. These former private drains and sewers together with existing private connections may not be shown but their presence should be anticipated. WARNING...Where indicated on the plan there could be abandoned asbestos cement materials or shards of pipe. If excavating in the vicinity of these abandoned asbestos cement materials, the appropriate Health & Safety precautions should be taken. Northumbrian Water accepts no liability in respect of claims, costs, losses or other liabilitieswhich arise as the result of the presence of the pipes or any failure to take adequate precautions. Emergency Telephone Number: 0345 717 1100
25 m25 m
Sports Complex – Temple Park, South Shields | JCC17-051 B
APPENDIX B
NORTHERN POWER GRID ELECTRICAL NETWORK APPARATUS PLAN
Sports Complex – Temple Park, South Shields | JCC17-051 C
APPENDIX C
NORTHERN GAS NETWORKS MAINS RECORDS PLAN
Scale:User ID:Date:Grid Ref:
Internal Use Only
1:5000
AWebb
18/04/2017
437269,563722
Gas PlanTitle:
This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, may be present in this area. Information with regard to such pipes should be obtained from the relevant owners. The information shown on this plan is given without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability of any kind whatsoever is accepted by Northern Gas Networks, the relevant Gas Distribution Network, or their agents, servants or contractors for any error or omission. Safe digging practices, in accordance with HS(G)47, must be used to verify and establish the actual position of mains, pipes, services and other apparatus on site before any mechanical plant is used. It is your responsibility to ensure that this information is provided to all persons (either direct labour or contractors) working for you on or near gas apparatus. The information included on this plan should not be referred to beyond a period of 28 days from the date of issue.
This plan is reproduced or based on the OS map by Northern Gas Networks, with the sanction of the controller of HM Stationary Office. Crown Copyright Reserved.
Scale in metres
Sports Complex – Temple Park, South Shields | JCC17-051 D
APPENDIX D
BRITISH TELECOM APPARATUS PLAN
Sports Complex – Temple Park, South Shields | JCC17-051 E
APPENDIX E
NORTHUMBRIAN WATER LTD SUPPLY NETWORK ASSET PLAN
ELM AVENUE
LY
NW
OO
D W
AY
MAPLE COURT
ACACIA GARDENS
REDWOOD AVENUE
LU
FF
NE
SS
DR
I VE
KIN
G G
EO
RG
E R
OA
D
Posts
Post
Post
ROWAN DRIVE
RY
ED
ALE
WA
Y
CHERRY TREE WALK
MANETGARDENS
WH
IST
LER
GARDENS
Path
KIN
G G
EO
RG
E R
OA
D
KIN
G G
EO
RG
E R
OA
D
LAUREL GROVE
KI N
G G
EO
RG
E R
OA
D
CLOVER WAY
Sports Facility
TCB
LB
8
9 1
2
60
1
2
25
43
987
1
7112 1614
2
14 63
15
711
15
19
23
61
7
14
7
1
9
47
11
48
23
102
15 11
ESS
16
21
1
18
2
31
20
14
13
14
15
16
18
Shelter
279
281
1
2
11
79
810
15
77
73
11
6
104
12
17
19
17
140 12
18
164
111
132
65
53
130
36
297
99
24
118
295
297
14
293
1
11 15
3191
17
9275 to 81
83 to 89
91
11511711393
111 123
166
168109
155 164
157153
151
88
90 158
171
152154
150
21
13
12
7
11
14
13
2
8
112
110
106
14
104
9 10
108 12
127
2
137
84
35
37
2
The White Ensign
(PH)
5
10
1
2
117
13
7
8
19
24
8
2
1
249
259
261
263
12146
134
El Sub Sta
27.7m
28.7m
29.9m
31.1m
32.3m
34.1m
25.9m
25.0m
25.3m
PondPond
Temple Memorial Park
Playing Field
Skatepark
Ward
Bdy
War d
Bd
y
WO
WOs
WO
WO
WO
WO
WO
WO
WO
WO
WO
UPT
UPT
UPT
UPT
HPPE
180
125
UPVC6"
HP
PE
90
UPVC4"
HPPE
MD
PE
MDPE
63
HPPE
125
HPPE
90
HPPE
125
MDPE
MD
PE
63
63
HPPE
HP
PE
90
90
UPVC6"
UPVC
UPVC6"6"
UPVC6"
UP
VC
6"
HPPE
90
HP
PE
125
HPPE
125
MDPE63
HPPE90
HP
PE
125
4"
MDPE63
HP
PE
125
HP
PE
HPPE
125
125
HP
PE
90
HP
PE
125
HP
PE
125
MDPE63
HPPE125
CIEL4"
CIEL
CIEL
4"
4"
CIEL6"
CIE
L
CIE
L
6"
6"
MD
PE
63
HPPE
125
MD
PE
63
CIE
L6"
HP
PE
HP
PE
HPPE
125
125
125
MDPE63
HP
PE
125
MDPE63
HPPE
125
MD
PE
MD
PE
CIE
L
4"
HPPE125
CI E
L6"
DI80
CI E
L6"
DI80
DI
80
HPPE90
MDPE63
HPPE
125
MDPE63
CIE
L3"
UP
VC
6"
CIEL
CIEL
4"
4"
CIEL4"
CIE
L4"
CIEL3"
1.5
"U
PV
C4"
DI
100
80v
100v
100v
80v
80v
100v
100v
100v
80v
100v
80v
80v
80v
100v80v
100vs
150v
80vs
80v
100v 100vs
80v100v
80v
100v
80v
100v
100v
100v
80v
80v
100v
80v
80v
M1"
WO
WO
H
H
H
HH
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
Valves/Regulators
P1 P2 P3 P4
Fittings/Symbols Storage/Operations Network Types
Distribution
Treated
Raw
Fire
Supply
Specific Main Types
Abandoned Asbestos
Abandoned
Out of Commission
Private
Area Types
Water Quality
District Metering
Easement
User : DAWSJ1
Title :
Date : 19/04/2017 09:39:47
Centre Point : 437249,563637
Map Sheet : NZ3763
Paper / Scale : A3@1:2700
The material contained on this plot has been reproduced from an Ordnance Survey map with permission of the controller of H.M.S.O. Crown Copyright Reserved. Licence No.100022480. The information shown on this plan should be regarded as approximate and is intended forguidance only. No Liability of any kind whatsoever is accepted by Northumbrian Water, it's servants or agents for any omission. The actual position of any water mains or sewers shown on the plan must be established by taking trial holes in all cases. In the case of water mainsNorthumbrian Water must be given two working days notice of their intention to excavate trial holes. With effect from 1 October 2011, private lateral drains and sewers automatically transferred to Northumbrian Water under a scheme made by the Secretary of State pursuant to section 105A Water Industry Act 1991. These former private drains and sewers together with existing private connections may not be shown but their presence should be anticipated. WARNING...Where indicated on the plan there could be abandoned asbestos cement materials or shards of pipe. If excavating in the vicinity of these abandoned asbestos cement materials, the appropriate Health & Safety precautions should be taken. Northumbrian Water accepts no liability in respect of claims, costs, losses or other liabilitieswhich arise as the result of the presence of the pipes or any failure to take adequate precautions. Emergency Telephone Number: 0345 717 1100
25 m
