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APPENDIX 2

Water Infrastructure Requirements


 

 

Water Supply Waste Water Assets

 

 

Network   Additional Comments Wastewater Treatment Works Capacity Foul Sewerage Network Capacity Surface Water Network capacity Assets Affected
AD3 Land at Hall End Rd, Wootton Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. This development will require1.2k of 125mm reinforcement main to be laid along Keely Lane and Woodend Road and some rezoning work will also be needed. Capacity upgrades are scheduled to be carried out 2010-2015. Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD4 Land at Old Ford End Road, Bedford Capacity available subject to current Anglian Water connection application process. Capacity available subject to current Anglian Water connection application process. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD5 Wixams northern expansion Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. This development will need the Bedford south and west reinforcements to be completed and contributions towards this scheme will also be required. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. No surface water sewer available. Alternative method of surface water disposal required. Water mains crossing site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD6 Land South of Ford End Road Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. To supply this development it will be necessary to lay 95m of 125mm reinforcement main along Ford End Road and 100m of 225mm reinforcement main along Old Ford End Road. This development will also need to contribute to towards phase 1 of the Bedford south and west reinforcements. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Sewers crossing the site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD7 Land east of Eastcotts Road, Bedford. Capacity available subject to current Anglian Water connection application process. This development will need to contribute towards phase 1 of the Bedford south and west reinforcements. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD8 Dallas Road, Kempston Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. The development will need approximately 405m of 180mmOD reinforcement main along Bedford Road from the development to the junction with Hillgrounds Road. This development will also need to contribute towards phase 1 of the Bedford south and west reinforcements. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Water mains crossing the site and sewers crossing the site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD9 St Bede’s School, Bedford Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. To supply this development 170m of 225mm reinforcement main will need to be laid along Bromham Road. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD10 Lansdowne Road, Warwick Avenue and Dynevor Rd Bedford Capacity available subject to current Anglian Water connection application process. This development will need to contribute towards phase 1 of the Bedford south and west reinforcements. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD11 Land at Medbury Farm, Elstow Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. Depending upon the timing of this development, its phasing and the site access for this development it will require up to 650m of 280mm reinforcement main along Old Harrowden Road and 350m of 180mm reinforcement main along Abbey Fields. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points No surface water sewer available. Alternative method of surface water disposal required. None identified.
AD12 Land at Bell Farm, Kempston Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required.  This development will need the Bedford south and west reinforcements to be complete and contributions towards this scheme will also be required. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points No surface water sewer available. Alternative method of surface water disposal required. None identified.
AD13 Marston Vale Innovation Park Phase 2, Wootton Capacity available subject to current Anglian Water connection application process.  A peak flow of 4l/sec has been assumed for this development and depending upon the timing of this development there should be sufficient capacity to supply water (there is a chance that other development may go ahead and use spare capacity). Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. None identified.
AD14 Land at Cardington Cross, Bedford Capacity available subject to current Anglian Water connection application process. Capacity available subject to current Anglian Water connection application process. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Sewers crossing the site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD15 Manton Lane Reservoir Site Capacity available subject to current Anglian Water connection application process. The area of this site that can be redeveloped is approximately 1.6ha. This site will need to be supplied from Manton Lane WB, and depending upon the customer’s required peak flow there should be capacity to supply this development from the WB. However, this is on the site of the old Manton lane WR and it will need to be demolished first and the large diameter inlet and outlet pipe for the current WR may restrict the development of the site. Capacity upgrades are scheduled to be carried out 2010-2015 Capacity available subject to current Anglian Water connection application process. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Water mains crossing the site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD16 Land West of Manton Lane, Bedford Capacity available subject to current Anglian Water connection application process. This site will need to be supplied from Manton Lane WB, and depending upon the customer’s required peak flow there should be capacity to supply this development from the WB. Capacity upgrades are scheduled to be carried out 2010-2015 Capacity available subject to current Anglian Water connection application process. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Water mains crossing the site. May require diversion under S.185 of the Water Industry Act 1991. Early discussion with Anglian Water advised before site layouts developed.
AD17 Land west of the B530 Kempston Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. Capacity available subject to current Anglian Water connection application process. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option None identified.
AD18 Land north of the A6-A428 Link Road, Bedford Capacity available subject to current Anglian Water connection application process. Capacity available subject to current Anglian Water connection application process. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option None identified.
AD19 Travelling Showpeople Site, Land at Manton Lane, Bedford Capacity available subject to current Anglian Water connection application process. The site will need to be supplied from Manton LaneWB, and depending on the customer’s required peak flow there should be capacity to supply this development from the WB. Capacity upgrades are scheduled to be carried out 2010-2015 Capacity available subject to current Anglian Water connection application process. Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option. Water mains crossing the site. Consultation with Anglian Water required. Provision of permanent structures should avoid Anglian Water infrastructure.
AD20 Land at Bedford Road, Great Barford Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. This development may require up to 250m of 180mm reinforcement main along Green End Road. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option None identified.
AD21 Land at Chawston Lakes, Roxton Rd, Wyboston Capacity available subject to current Anglian Water connection application process. Capacity available subject to current Anglian Water connection application process. No comment. Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option None identified.
AD22 Land North of Ravensden Road, Salph End, Renhold Capacity available subject to current Anglian Water connection application process. Capacity available subject to current Anglian Water connection application process. Capacity upgrades are scheduled to be carried out 2010-2015 Capacity available subject to current Anglian Water connection application process. No surface water sewer available. Alternative method of surface water disposal required None identified.
AD23 Bedford River Valley Park enabling development Local reinforcement required. Requisition under Section 41 of Water Industry Act 1991. Sufficient time must be built into any development programme to plan and deliver infrastructure. Early discussions with Anglian Water required. This development may require up to 1.9km of 180mm DO off site reinforcement main the length of which would be dependant upon the site access point. Capacity upgrades are scheduled to be carried out 2010-2015 Major upgrades may be required. Early liaison with Anglian Water is required in order to identify appropriate connection points Major upgrades and attenuation may be required. The preferred method of surface water disposal would be to a sustainable drainage system (SUDS) with connection to sewer as a last option None identified.

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