Flood Risk Assessment Isn’T Required but to Show That Flood Risk Aspects of the Site Have Been Duly Considered This Flood Risk Statement (FRS) Has Been Prepared

Land off Hurst Lane, Rossendale Flood Risk Statement

On behalf of

Project Ref: 29670/4001 | Rev: 00 | Date: September 2014

Office Address: 3rd Floor Waterloo House, Victoria Square, Birmingham B2 5TB T: +44 (0)121 633 2900 F: +44 (0)121 633 2901 E: [email protected] Flood Risk Statement Land off Hurst Lane

Document Control Sheet

Project Name: Land off Hurst Lane Project Ref: 29670/4001 Report Title: Flood Risk Statement Doc Ref: 29670/4001 Flood Risk Statement Date: September 2014

Name Position Signature Date

Hydrologist September Prepared by: L Chatterjee BSc (Hons) MSc 2014 MCIWEM Associate September Reviewed by: E Sharpe BEng (Hons), 2014 CEng, C.WEM Partner September Approved by: Paul Jenkin Beng (Hons), MSc, CEng, FCIWEM, 2014 C.WEM

For and on behalf of Peter Brett Associates LLP

Revision Date Description Prepared Reviewed Approved

Peter Brett Associates LLP disclaims any responsibility to the Client and others in respect of any matters outside the scope of this report. This report has been prepared with reasonable skill, care and diligence within the terms of the Contract with the Client and generally in accordance with the appropriate ACE Agreement and taking account of the manpower, resources, investigations and testing devoted to it by agreement with the Client. This report is confidential to the Client and Peter Brett Associates LLP accepts no responsibility of whatsoever nature to third parties to whom this report or any part thereof is made known. Any such party relies upon the report at their own risk.

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Flood Risk Statement Land off Hurst Lane

Contents

1 EXECUTIVE SUMMARY ...... 1 2 INTRODUCTION ...... 2 3 PROPOSED DEVELOPMENT SITE ...... 3 3.1 SITE LOCATION ...... 3 3.2 SITE TOPOGRAPHY ...... 3 3.3 HYDROLOGICAL CONTEXT ...... 4 3.4 GEOLOGICAL CONTEXT ...... 4 3.5 EXISTING SITE DRAINAGE ...... 4 3.6 PROPOSED DEVELOPMENT ...... 4 4 ASSESSMENT OF FLOODING ...... 5 4.1 TIDAL FLOODING...... 5 4.2 FLUVIAL FLOODING ...... 5 4.3 RESERVOIR FLOODING ...... 6 4.4 GROUNDWATER FLOODING ...... 6 4.5 SURFACE WATER FLOODING ...... 6 4.6 FOUL WATER FLOODING ...... 7 4.7 FLOOD RISK TO THE SITE ...... 7 5 FLOOD MITIGATION STRATEGY ...... 8 5.1 PRINCIPLES FOR MITIGATION STRATEGY ...... 8 5.2 FINISHED FLOOR LEVELS ...... 8 5.3 FLOODPLAIN STORAGE COMPENSATION, ACCESS AND EGRESS ROUTES AND FLOOD WARNING ...... 8 6 SURFACE WATER MANAGEMENT ...... 9 6.1 EXISTING SURFACE WATER REGIME ...... 9 6.2 POTENTIAL IMPACT OF PROPOSED DEVELOPMENT ...... 9 6.3 PRINCIPLES FOR SURFACE WATER MANAGEMENT STRATEGY ...... 9 6.4 PROPOSED STRATEGY ...... 9 6.5 OTHER CONSIDERATIONS ...... 9 7 CONCLUSION ...... 11

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Flood Risk Statement Land off Hurst Lane

Figures

Figure 3.1 Site Location Plan ...... 3 Figure 4.1 Extract of EA Flood Map (dated 26 th June 2014) ...... 5 Figure 4.4 Extract of online EA Surface Water Flood Map (source: www.environment-agency.gov.uk accessed on 13 th August 2014) ...... 6

Appendices

Appendix A Topographic Survey Appendix B Masterplan Appendix C Stakeholder Correspondence Appendix D Surface Water Management Strategy

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Flood Risk Statement Land off Hurst Lane

1 EXECUTIVE SUMMARY

1.1.1 A residential development is proposed at land off Hurst Lane, Rossendale, Lancashire. The site is greenfield and covers an area of 0.12 ha. As such, a full Flood Risk Assessment isn’t required but to show that flood risk aspects of the site have been duly considered this Flood Risk Statement (FRS) has been prepared.

1.1.2 According to data supplied by the Environment Agency (EA) (correspondence dated 18 th March 2014) and a review of local flood risk studies, the site is located in Flood Zone 1 as defined in National Planning Policy Framework (NPPF) and the associated Planning Practice Guidance (PPG) Table 1. This is an area with a ‘Low Probability of Flooding’.

1.1.3 The proposals for residential development constitute a ‘More Vulnerable’ land use, as defined in PPG Table 2. According to PPG, this land use is suitable within Flood Zone 1.

1.1.4 There are no records of known flooding from any source within the site. The focus for this FRS is therefore upon managing surface water runoff from the new development to ensure no adverse impact elsewhere.

1.1.5 The existing site is greenfield and drains into a local watercourse or highways sewers. The proposed development will increase the impermeable surfacing across the site. The proposed surface water strategy will restrict the surface water run-off rate to existing greenfield run-off rates and comprises a SuDS scheme of attenuation features designed to accommodate surface water run-off in the 100yr plus 30% (climate change) storm event. Surface water runoff from the site will ultimately drain to a local water course to the west of the site.

1.1.6 The FRS confirms that the proposed development complies with NPPF and PPG with respect to flood risk and is an appropriate development at this location.

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Flood Risk Statement Land off Hurst Lane

2 INTRODUCTION

2.1.1 PBA has completed a Flood Risk Statement on behalf of Hurstwood Group in support of a planning application for a residential development at Land off Hurst Lane, Rossendale, Lancashire.

2.1.2 The FRA has been completed in accordance with the following policy and guidance:

° National Planning Policy Framework (NPPF), (2012)

° Planning Practice Guidance (PPG), (2014)

° Rossendale Borough Council: Core Strategy Development Plan Document: The Way Forward (2011-2026), (2011)

° Rossendale Borough Council: Level 1 Strategic Flood Risk Assessment (2009)

° Flood Risk Regulations 2009 – Preliminary Flood Risk Assessment: Lancashire Area Preliminary Appraisal Report (2011)

° River Irwell Catchment Flood Management Plan (2009)

2.1.3 In completing the FRS the following key stakeholders have been consulted:

° Environment Agency (EA)

° United Utilities (UU)

° Lancashire County Council (LCC)

° Rossendale Borough Council (RBC)

2.1.4 A NPPF Sequential Test for the site is not required as the site is located in Flood Zone 1, which is the zone with lowest probability of flooding. The NPPF Exception Test is not applicable for residential development in Flood Zone 1.

2.1.5 This FRS has been prepared in accordance with the NPPF and local planning policy. The flood management and surface water management strategies, including setting appropriate finished floor levels are based on the relevant British Standards (BS8533), the standing advice provided by the EA or based on common practice. The approach for the FRA and proposals for the surface water management strategy are based on the requirements of the EA, Rossendale Borough Council and Lancashire County Council, in their role as Lead Local Flood Authority.

2.1.6 However, it should be noted that the insurance market applies different tests to properties in relation to both determining premiums and, more fundamentally, determining the insurability of properties for flood risk. Those undertaking development in areas which may be at risk of flooding are advised to contact their insurers or the Association of British Insurers (ABI) to seek further guidance prior to commencing development.

2.1.7 The findings of this FRS are based on data available at the time of the study and on the assessment that has been undertaken to date. They relate to the current development proposals as outlined in section 3.6 . PBA do not warrant that the advice in this report will guarantee the availability of flood insurance either now or in the future.

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Flood Risk Statement Land off Hurst Lane

3 PROPOSED DEVELOPMENT SITE

3.1 SITE LOCATION

3.1.1 The site is located at grid reference (NGR) 379733 (N) 422707 (E). The red line boundary covers approximately 0.12 hectares in area, and is shown in the site location plan in Figure 3.1 .

3.1.2 The site is greenfield and located off of Hurst Lane, between the towns of Haslingden and Rawtenstall. It is bordered to the north by an unnamed road, to the west by open grassland and Hurst Lane and to the south and east by residential areas.

Unnamed road

Site Boundary Contains Ordnance Survey data © Crown Copyright and database right 2014

Note: OS Map still shows the now demolished Rossendale General Hospital

Figure 3.1 Site Location Plan

3.2 SITE TOPOGRAPHY

3.2.1 A topographical survey of the site was undertaken by Paragon Surveys in April 2013 and provides level data to OSGPS datum. A copy of the topographical survey is provided in Appendix A (drawing number PS-0848-TS).

3.2.2 Ground levels slope down towards the southern site boundary. The high point within the site is along the northern boundary of the site towards the north-western corner where ground levels are approximately 204mAOD. The low point within the site is within the south-eastern corner where ground levels are approximately 202.4mAOD.

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Flood Risk Statement Land off Hurst Lane

3.3 HYDROLOGICAL CONTEXT

3.3.1 OS mapping indicates that the nearest Main River is Balladen Clough that flows in a south- westerly direction approximately 100m south of the site.

3.3.2 Site observations indicate that there is an ordinary watercourse running in a southerly direction approximately 50m west of the site, to the west of the Hurst Lane.

3.4 GEOLOGICAL CONTEXT

3.4.1 Online mapping from the British Geological Survey (1:50,000 maps) shows the site is underlain by a bedrock geology of both Mudstone and Siltstone from the Rossendale Formation and Brooksbottom Sandstones, both part of the Millstone Grit Group. Both are classified as Secondary A Aquifer and therefore capable of supporting water supplies locally and supporting base flows to rivers. This is overlain by superficial Till, Devensian – Diamicton deposits which are classed as unproductive strata, which are rock layers or drift deposits with low permeability that have a negligible significance for water supply or river base flow.

3.4.2 The site is not located in an EA Groundwater Source Protection Zone (SPZ).

3.5 EXISTING SITE DRAINAGE

3.5.1 The site is greenfield and from a review of topographical survey data and site observations it is apparent that surface water run-off currently drains towards the southern boundary of the site. Due to the topography, the western part of the site drains to the west and discharges into a highways drain in Hurst Lane. The eastern part of the site drains to the east to a low point just beyond the south-eastern corner of the site. It then drains as overland flow to the south.

3.5.2 Further details about the existing surface water regime are covered in section 6.1 .

3.5.3 Review of UU water asset plans confirms that there are no public surface water sewers in the immediate vicinity of the site. Site observations found that there are highways gullies within Hurst Lane, approximately 30m south-west of the site.

3.6 PROPOSED DEVELOPMENT

3.6.1 The development proposals are for 3 dwellings and associated infrastructure. A copy of the masterplan (drawing number HH/HL/SL/01) is included in Appendix B .

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Flood Risk Statement Land off Hurst Lane

4 ASSESSMENT OF FLOODING

4.1 TIDAL FLOODING

4.1.1 The site is located inland and, as such, is not affected by either tidal or coastal flooding.

4.2 FLUVIAL FLOODING

4.2.1 Figure 4.1 shows an extract of the Flood Map supplied by the EA in correspondence dated 26 th June 2013 (confirmed as up to date in correspondence dated 18 th March 2014).

Figure 4.1 Extract of EA Flood Map (dated 26 th June 2014)

4.2.2 The EA Flood Map confirms that the site is at a very low probability of flooding and is located in Flood Zone 1. A copy of the full response from the EA is included in Appendix C .

4.2.3 According to stakeholder consultation responses and a review of the PFRA and SFRA, there are no known incidences of historic fluvial flooding within the site. The PFRA and SFRA indicate that there are incidences of historical fluvial flooding in the wider Rossendale Valley but the information provided does not include specific references of locations in the immediate vicinity of the site.

4.2.4 In correspondence dated 18 th March 2014, the EA confirm that they do not hold any records of flooding in the vicinity of the site.

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Flood Risk Statement Land off Hurst Lane

4.3 RESERVOIR FLOODING

4.3.1 Online EA mapping and correspondence with the EA (dated 22 nd April 2013) indicates that the site is not at risk of reservoir flooding at the site or surrounding area.

4.4 GROUNDWATER FLOODING

4.4.1 The PFRA and Level 1 SFRA state that there are no historical incidences of groundwater flooding at the site or surrounding area.

4.5 SURFACE WATER FLOODING

4.5.1 The Level 1 SFRA and PFRA indicate that there are incidences of surface water flooding in the Rossendale Valley but the information does not include specific incidences of flooding

4.5.2 Figure 4.4 contains an extract of the online EA Surface Water Flood Map. These maps are of a coarse nature and identify low lying areas of topography that may be more susceptible to surface water flooding. The surface water flood map indicates that the site is at a very low risk of surface water flooding.

Spring

Site Boundary

Figure 4.4 Extract of online EA Surface Water Flood Map (source: www.environment-agency.gov.uk accessed on 13 th August 2014)

4.5.3 The area to the north of the site (on the oppose side of the unnamed road) is relatively flat and then rises steeply. Online EA mapping (including the Surface Water Flood Map shown in Figure 4.4 above) indicates that the area north of the site drains to a spring, located approximately 100m north of the site, which then flows west and joins with the ordinary watercourse that flows down Hurst Lane, approximately 50m west of the site. Any additional surface water runoff that may flow towards the site from the land to the north is captured in the highways gutters along the unnamed road that runs along the northern boundary of the site, which then drains into highways drainage in Hurst Lane.

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Flood Risk Statement Land off Hurst Lane

4.5.4 The site does not currently drain via a formal drainage system. Therefore the proposed development and implementation of a surface water management strategy will enable overland flow to be directed and managed in a controlled manner.

4.6 FOUL WATER FLOODING

4.6.1 Review of UU asset plans confirms that there are no foul sewers in the vicinity of the site. A copy of the asset plans is included in Appendix C .

4.6.2 The SFRA includes information from UU’s Director General 5 (DG5) register of sewer flooding and shows that in the Rawtenstall-Bacup area there have been five incidences of internal (within property) flooding from sewers and one incidence of external (not within property) flooding. However, incidences are recorded per postcode and, as such, the information is not appropriate for a site specific assessment.

4.7 FLOOD RISK TO THE SITE

4.7.1 Based on the review of data relating to potential sources of flooding at the site, it is confirmed that the site has a low or very low potential of flooding. No further assessment of flood risk at the site has been completed.

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Flood Risk Statement Land off Hurst Lane

5 FLOOD MITIGATION STRATEGY

5.1 PRINCIPLES FOR MITIGATION STRATEGY

5.1.1 According to the stakeholder consultation and guidance documents referenced in Section 2 , flood mitigation measures should ensure:

° finished floor levels to be set at least 600mm above the 1 in 100 year (plus climate change) flood level; and

° dry access and egress routes to be provided during a flood event.

5.2 FINISHED FLOOR LEVELS

5.2.1 There is no floodplain within the site and, therefore, all built development will be located outside the floodplain and on higher ground.

5.2.2 It is recommended that floor levels are located above surrounding ground levels, in accordance with best practice and Building Regulations, in order to reduce any residual risk of internal flooding during extreme events.

5.3 FLOODPLAIN STORAGE COMPENSATION, ACCESS AND EGRESS ROUTES AND FLOOD WARNING

5.3.1 As the built development and the access routes into the development will be located in Flood Zone 1, there is no requirement to provide any floodplain storage compensation or to consider access routes or flood warnings any further.

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Flood Risk Statement Land off Hurst Lane

6 SURFACE WATER MANAGEMENT

6.1 EXISTING SURFACE WATER REGIME

6.1.1 The existing site is greenfield and topographic survey data and site observations indicate that surface water currently drains towards the southern boundary of the site. The western part of the site drains to the west and discharges into a highways drain in Hurst Lane. The eastern part of the site drains to the east to a low point just beyond the south-eastern corner of the site.

6.2 POTENTIAL IMPACT OF PROPOSED DEVELOPMENT

6.2.1 The proposed development will increase the area of impermeable surfacing within the site which could affect flows in the receiving systems and, therefore, flood risk elsewhere. However, as the area of impermeable surfacing is small there will be limited impact on flood risk both in the receiving systems and areas downstream.

6.2.2 A suitable strategy for the management of surface water run-off from the proposed development has been prepared to ensure flood risk to the site and wider area is not increased.

6.3 PRINCIPLES FOR SURFACE WATER MANAGEMENT STRATEGY

6.3.1 The proposals are for the surface water drainage from the site to be discharged to the watercourse which is located to the west of Hurst Lane.

6.4 PROPOSED STRATEGY

6.4.1 The total impermeable area is approximately 740m2 as shown on the illustrative masterplan (drawing number HH/HL/SL/01 in Appendix B ).

6.4.2 Due to local geology there is very limited potential for infiltration to groundwater. Therefore the surface water strategy for the development is to discharge surface water at greenfield runoff rates to the watercourse to the west of Hurst Lane.

6.4.3 Storage will be provided beneath permeable paved areas within the site to ensure that peak flow rates are attenuated to greenfield run-off rates. The potential for these storage features to drain some water to groundwater via infiltration will be investigated at the detailed design stage.

6.4.4 Drawing 29670-4001-001 in Appendix D shows the indicative masterplan and highlighted surface water drainage features.

6.5 OTHER CONSIDERATIONS

Pollution Control

6.5.1 The residential nature of the development means that the potential for contamination is low. However, pollution control measures will be included in the surface water strategy to minimise the risk of contamination or pollution entering the receiving water bodies from surface water runoff from the development.

6.5.2 The drainage system will therefore be designed to comply with the requirements of the SuDS treatment train as laid out by CIRIA 697 ‘The SUDS Manual’.

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Flood Risk Statement Land off Hurst Lane

6.5.3 The final strategy for pollution control will be confirmed as part of the detailed design.

Adoption and Management

6.5.4 Until the SAB comes into force, adoption and maintenance of SuDS features within the site will need to be undertaken by an appropriate management company.

6.5.5 Any piped drains or sewers serving more than one property can be designed and constructed such that they can be adopted by UU. Due to the size of the development, it is assumed that all other drainage will be maintained by the individual property freeholders.

6.5.6 If the final drainage design includes a shared area of permeable paving or below ground storage it may be necessary for adoption and maintenance to be undertaken by an appropriate management company.

6.5.7 The final strategy for adoption and management will be confirmed as part of the detailed design.

Exceedence

6.5.8 The piped system will be designed to accommodate runoff during storm events up to the 1 in 30 year event. For more extreme events up to the 1 in 100 year storm event with an allowance for the impact of climate change it is possible that the design standard for the system will be exceeded.

6.5.9 The final scheme will consider the consequences of such an event. If a more extreme event occurs and the design standard for the system is exceeded, ground levels and plot levels will be designed such that surface water runoff is directed away from both existing and proposed properties, firstly flowing towards surface water storage in permeable paved areas. From there, exceedance flows will flow south and westwards towards Hurst Lane.

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Flood Risk Statement Land off Hurst Lane

7 CONCLUSION

7.1.1 This FRS has been completed for the proposed residential development at Land off Hurst Lane and concludes that:

° The site is located in Flood Zone 1 and is at a low risk of flooding from all sources.

° The proposed development (residential use) would be categorised as "More Vulnerable" and, within the context of the PPG, Table 3, Flood Risk Vulnerability and Flood Zone "Compatibility", would be considered appropriate from a flood risk perspective.

° Topographical survey indicates that the majority of the site drains via overland flow towards the southern boundary of the site and thereafter towards highways drainage in Hurst Lane and to a low point east of the site.

° At this stage, a preliminary indicative surface water management strategy has been developed based upon the provision of storage beneath permeable paved areas.

° The surface water management system will be designed to accommodate runoff for events up to the 1 in 100 years (plus a 30% allowance for climate change) with runoff rates restricted to existing greenfield runoff rates.

° The final strategy is to be determined and agreed with RBC and EA but at this stage it is anticipated to comprise a combination of source control SuDS and storage beneath permeable paving.

° In conclusion, the proposed scheme complies with NPPF with respect to flood risk and is an appropriate development at this location.

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Flood Risk Statement Land off Hurst Lane

Appendix A Topographic Survey

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Flood Risk Statement Land off Hurst Lane

Appendix B Masterplan

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Flood Risk Statement Land off Hurst Lane

Appendix C Stakeholder Correspondence

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Lisa Chatterjee

From: NW Info Requests Sent: 18 March 2014 09:45 To: Lisa Chatterjee Subject: PROTECT-NTH2077HR

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Request for information under the Freedom of Information Act 2000 (FOIA) / Environmental Information Regulations 2004 (EIR)

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Contact: [email protected] 03708 506506

16/04/2013 NTH7413C

5 % AEP (1 in 20 10 % AEP (1 in 10 1.33 % AEP (1 in 75 1 % AEP (1 in 100 0.1 % AEP (1 in Map Reference Model Node Reference Easting Northing Data year) year) year) year) 1000 year)

Modelled Water Level (m aod) 165.74 165.64 165.93 166.21 166.86 1 ea0140LIMY01_0305u 381162 422900 Modelled Flow (cumecs) 17.99 15.58 22.95 28.73 33.61 Modelled Water Level (m aod) 170.11 169.96 170.55 170.81 171 2 ea0140LIMY01_0508u 381184 423104 Modelled Flow (cumecs) 17.59 15.24 22.42 25.58 27.91 Modelled Water Level (m aod) 170.66 170.48 171.07 171.34 171.54 3 ea0140LIMY01_0548u 381212 423140 Modelled Flow (cumecs) 17.47 15.13 22.59 27.82 32.54 Modelled Water Level (m aod) 170.89 170.71 171.4 171.92 172.37 4 ea0140LIMY01_0600u 381240 423172 Modelled Flow (cumecs) 17.41 15.08 22.52 27.71 32.28

Model data taken from River Irwell and Limy Water 2011 Study

Notes:

AEP - Annual Exceedence Probability m aod - metres above ordnance datum cumecs - cubic metres per second

*Climate Change Scenario - 20% increase in flow Basic map centred on Limy Water, Rawntenstall. Created on 16th April 2013 [Ref. PRRWAR7413C]

Scale 1:10,000 ¯

Legend (! Site Location )" Model_Measurements Main River 4 OK (! )" RO 3 B Flood Zone 3 )" OD 2 O Flood Zone 2 )" GW AN /L EN AD LL BA )"1

IRWELL

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From: Matthews, Stephen C on behalf of NW North Information Requests Sent: 22 April 2013 11:22 To: Andrew Eden Subject: PROTECT-NTH7413C_FULL_response Attachments: NTH7413C_Map.pdf; NTH7413C_Table.pdf; NTH7413C Standard_receipt.doc; 7143C_surfacewater.pdf; Standard_Notice.pdf

Dear Anthony,

PUBLIC REGISTER AND ENVIRONMENTAL INFORMATION REQUEST

Multiple sites in Rossendale

Thank you for your email regarding the above site. Requests for recorded information are generally governed by the Freedom of Information Act 2000 (FOIA).The information you have requested is environmental and is therefore exempt from the provisions of FOIA by FOIA s.39(1). We have therefore considered you r request under the Environmental Information Regulations 2004 (EIR). Apologies for the delay in responding to this request. Please find our FULL response below.

Your Enquiry You initially requested flood risk information on five separate sites in the R ossendale area. After discussing what information we had available, you requested information relating to the modelled flood levels at Limy Water only.

You requested the following information:

1) A detailed flood map to include the floodplains for the 1:20, 1:100 (fluvial) and 1:1000 year floodplains (fluvial & tidal) with and without climate change and any other available return periods.

2) Details of any historic flooding in the vicinity

3) Details of local hydraulic features/controls and hydrological influenc es that should be considered when undertaking a flood risk assessment.

4) Confirmation of EA recommendations for mitigation measures including setting finished floor levels, flood warning and access arrangements.

5) Details of existing reservoirs in the vicinity of the site

6) Details of groundwater source protection zones and nature of groundwater flow in the vicinity of the site.

7) Details of any known groundwater flooding issues.

8) Details of any known surface water flooding at or nearby the site

9) Details of any known capacity issues in the local highways drainage surface water sewer systems in the vicinity of the site.

1 10) Details of any specific EA requirements with respect to the management of surface water runoff should the site be taken forward for development.

Our response 1) Please see the attached flood map and accompanying table showing the 1:20, 1:100, 1:1000 levels.

2) We do not hold any records of historic flooding in this area.

3) We are not aware of any local hydraulic features/controls or hydrological influences which would need to be considered for a flood risk assessment.

4) We generally recommend a minimum floor level of 600mm above the 100year plus climate change level. In addition to that we would always recommend that the access and egress routes remain dry during a flood event to allow safe entry and escape from the property in such an event. We have a number of flood warning areas which are published on our website, we recommend that the developers investigates if the site is within a flood warning area and signs up for alerts if relevant.

5) We are not aware of any existing reservoirs in the vicinity of this site.

6) We do not have any groundwater level monitoring sites within the vicinity of this site. We only monitor groundwater levels in the Principal Aquifer which is the Permo-Triassic Sandstone. The geology of this area is the Millstone Grit Group overlain by Till, Alluvium and Glacial deposits. The Millstone Grit Group is a Secondary A aquifer. Secondary A aquifers are permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. Till, Alluvium and Glacial deposits are Unproductive Strata, these are rock layers or drift deposits with low permeability that have a negligible significance for water supply or river base flow.

This location is not in a Source Protection Zone, you can find out more information on Groundwater on our ‘What’s in your backyard?’ pages at http://www.environment- agency.gov.uk/homeandleisure/37793.aspx

7) We do not hold information on groundwater flooding, this information is held by the Lead Local Flood Authority.

Local authorities search: http://www.gov.uk/find-your-local-council Local authorities – new roles and responsibilities http://www.defra.gov.uk/environment/flooding/legislation/a-roles/

8) Please see the attached letter regarding surface water flooding.

9) We are not aware of any capacity issues relating to the local highways drainage water sewer systems in relation to this site.

10) We recommend that an FRA be undertaken which fully addresses any surface water flooding issues including taking into account drainage recommendations outlined in the relevant Strategic Flood Risk Assessment (held by the local authority). The FRA should follow the recommendations in the National Planning Policy Document, further information can also be found in the Planning Policy Statement 25 regarding flood risk.

Rights of appeal We hope that our response has addressed all of the questions that you have asked. However, if you are not satisfied with our response to your request for information, you can contact us to ask for our decision to be reviewed. If you are still not satisfied following this, you can make an appeal to the Information Commissioner, who is the statutory regulator for Freedom of Information. Their contact details are: Office of the Information Commissioner, Wycliffe House, Water Lane, Wilmslow, Cheshire SK9 5AF . Tel: 01625 545700. Fax: 01625 524 510 2 email: [email protected] . Website: http//www.ico.gov.uk

Stephen Matthews Customer Services Officer Customer Services Team North West - North Area, Preston Office

01772 714179 [email protected] PO Box 519, South Preston, PR5 8GD

'Talk to your customer..get it right first time'

From: Andrew Eden [ mailto:[email protected] ] Sent: 02 April 2013 12:32 To: NW North Information Requests; Matthews, Stephen C Cc: Emma Sharpe Subject: REF: NTH7413

Stephen

Thank you for sorting this out.

As requested, I attach a copy of our data request which was sent out on the 19 th March 2013. As I understand, there was a system error at your end which meant that our original letter was lost.

Please refer to the attached PDF letter and site location plan when you provide your quotation for the supply of the data.

Many thanks

Andrew Eden BSc(Hons) MCIWEM Assistant Hydrologist

For and on behalf of Peter Brett Associates LLP

Birmingham Waterloo House, Victoria Square, Birmingham, B2 5TB Tel: +44 (0)121 633 2900 Fax: +44 (0)121 633 2901 E-mail: [email protected] Website: www.peterbrett.com

Peter Brett Associates LLP is a limited liability partnership registered in England and Wales. Registered number: OC334398. Roger Tym & Partners and Baker Associates are part of Peter Brett Associates LLP. A list of members is open to inspection at our registered office. Registered Office: Caversham Bridge House, Waterman Place, Reading, Berkshire, RG1 8DN. UK T: +44 (0)118 950 0761 F: +44 (0)118 959 7498. Brett Consulting Limited is wholly owned by Peter Brett Associates LLP. Registered number: 07765026. Registered address: as above. Email is used as a convenient medium for rapid data transfer. Any contractual correspondence sent or received by email will not be held to be such unless and until it is received in writing by fax or letter. Likewise, file attachments must be treated as uncontrolled documents until issued as hard copy. This email and any files transmitted with it are confidential and may be legally privileged, and are intended solely for the use of the individual or entity to which they are addressed. If an addressing or transmission error has misdirected this email please notify the author by replying to this email and delete the email. If you are not the intended recipient you must not use or disclose, print or rely on this email. You are advised that you open any attachment at your own risk.

3 Any OS Data attached to this email is issued in accordance with Licence No. 100021575 under condition that it is used to plot once and not retained on the recipients computer system.

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Information in this message may be confidential and may be legally privileged. If you have rece ived this message by mistake, please notify the sender immediately, delete it and do not copy it to anyone else.

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Peter Brett Associates Our ref: NTH7413C 3rd Floor Waterloo House Your ref: 28337 EA Data Request Victoria Square 130319 Birmingham B2 5TB Date: 18/04/2013

Dear Georgina Roseff

Request for Surface Water Flooding Information

Further to your request for information I am writing to explain the Environment Agency’s role with respect to surface water flooding.

We have provided two national maps, under our Strategic Overview for flooding, to your Lead Local Flood Authority Rossendale, who are responsible for local flood risk (i.e. surface runoff, ground water and ordinary watercourse), which alongside their existing local information will help them in determining what best represents surface water flood risk in your area.

Rossendale has reviewed these and determined what it believes best represents surface water flood risk.

You should therefore contact Paul Blakeley at Rossendale so they can provide you with the information about surface water flood risk in your area.

If you have any queries please contact Leo Peach at the Environment Agency.

Yours faithfully

Leo

Direct dial 01925 542268 Direct e-mail [email protected]

Richard Fairclough House, Knutsford Road, Warrington Customer services line: 08708 506 506 Email: [email protected] www.environment-agency.gov.uk

89_07_SD02, Version 6

Standard notice [not for use with Special Data, Personal Data or unlicensed 3rd party rights]

copy, publish, distribute and transmit the Information

adapt the Information

Contact: [email protected] 03708 506506

PROTECT-NTH7413C - 26/06/13

Legend

From: Rogerson, Sarah on behalf of NW North Information Requests Sent: 26 June 2013 15:14 To: Georgina Roseff Subject: PROTECT-NTH7413C Attachments: PROTECT-NTH7413C Map.pdf; Standard_Notice1.pdf

Afternoon Georgina

As discussed please find attached a map which shows the flood risk areas in Rossendale. All five of your sites are within the one flood map.

If you require any further information please do not hesitate to contact me.

Thanks

Sarah

Sarah Rogerson Customers and Engagement Officer Customers and Engagement Team North West Environment Agency Ghyll Mount, Gillan Way, Penrith 40 Business Park, Penrith, Cumbria, CA11 9BP Telephone: 01768 215848 Email: [email protected]

Information in this message may be confidential and may be legally privileged. If you ha ve received this message by mistake, please notify the sender immediately, delete it and do not copy it to anyone else.

We have checked this email and its attachments for viruses. But you should still check any attachment before opening it. We may have to make this message and any reply to it public if asked to under the Freedom of Information Act, Data Protection Act or for litigation. Email messages and attachments sent to or from any Environment Agency address may also be accessed by someone other than the sender or recipient, for business purposes.

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Lisa Chatterjee

From: Anne Storah Sent: 27 March 2013 13:12 To: Georgina Roseff Cc: Caroline Ridge; Adrian Smith Subject: Hurstwood's Sites - Rossendale Allocations - Initial Constraints and Opportunities Appraisal Attachments: Hurstwood - Peter Brett - 13.03.19 GR.pdf

Dear Ms Roseff,

I refer to your letter dated 19.03.12, which was received on Friday 22 nd March and I am providing links from the Council’s website for the information that you are requesting:

Strategic Flood Risk Assessment (SFRA) Level 1 May 2009

Rossendale Adopted Core Strategy (adopted 2011). Please refer to all relevant policies.

If you want any further information on drainage issues in the Borough I suggest you may wish to contact the Council’s Drainage Officer – Mike Forster ( [email protected] / 01706 252442) directly to see if there is any additional information which can be provided, or any costs associated with this.

I am also forwarding your letter to the Council’s Land Charges team who can advise of other identified constraints, and associated costs for providing such information. Vincent Hindley or Mary Hirst can be contacted via [email protected] or on 01706 238633.

Please contact me if you require further information or clarification,

Regards,

Anne Storah Principal Planner (Forward Planning)

Direct dial: 01706 252418

Please note the Forward Planning Team moved office on 7th March and is now based at: Rossendale Borough Council Room 120 The Business Centre Futures Park, Bacup, OL13 0BB.

Disclaimer

The information contained in this communication from [email protected] sent on 2013-03- 27 at 13:12:26 is confidential and may be legally privileged. It is intended solely for use by [email protected] and others authorised to receive it. If you are not [email protected] you are

1 hereby notified that any disclosure, copying, distribution or taking action in reliance of the contents of this information is strictly prohibited and may be unlawful.

As a public body, Rossendale Borough Council may be required to disclose this email or any response to it under the Freedom of Information Act 2000, unless the information in it is covered by one of the exemptions in the Act. Please immediately contact the sender if you have received this message in error. If you are not the intended recipient, please contact us immediately, delete the message from your computer and destroy any copies. Internet communications are not always secure and therefore Rossendale Borough Council does not accept legal responsibility for this message. The recipient is responsible for verifying its authenticity before acting on the contents. Any views or opinions presented are solely those of the author and do not necessarily represent those of Rossendale Borough Council.

Rossendale Borough Council, Futures Park, Bacup, Rossendale, OL13 0BB Website Address: www.rossendale.gov.uk Telephone 01706 217777

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a! aT a w a ! W ! w aT Wa aT x a aT a q United Utilites Water PLC Property Searches Ground Floor Grasmere House Lingley Mere Business Park PETER BRETT ASSOCIATES Great Sankey Caversham Bridge House Warrington Waterman Place WA5 3LP Reading DX 715568 Warrington Berkshire Telephone7 0870 751 0101 RG1 8DN Fax Number 0870 7510102 [email protected]

Your Ref: ROSSENDALE SITE 4 AND 5 Our Ref: 13/ 927575 FAO: Andrew Eden Date: 26/03/2013

Dear Sirs

Location: X381290 Y423612

I acknowledge with thanks your request dated 22/03/13 for information on the location of our services.

Please find enclosed plans showing the approximate position of our apparatus known to be in the vicinity of this site. I attach General Condition Information sheets, which details contact numbers for additional services (i.e. new supplies, connections, diversions) which we are unable to deal with at this office. In addition you should ensure they are made available to anyone carrying out any works which may affect our apparatus.

I trust the above meets with you requirements and look forward to hearing from you should you need anything further.

If you have any queries regarding this matter please telephone us on 0870 7510101.

Yours Faithfully,

Sue McManus Operations Manager Property Searches

United Utilities Water PLC Registered in England & Wales No. 2366678 Registered Office: Haweswater House, UUWaterPLC/005/09-09 Lingley Mere Business Park, Lingley Green Avenue, Great Sankey, Warrington, WA5 3LP TERMS AND CONDITIONS - WASTERWATER & WATER DISTRIBUTION PLANS These provisions apply to the public sewerage, water distribution and telemetry systems (including sewers which are the subject of an agreement under Section 104 of the Water Industry Act 1991 and mains installed in accordance with the agreement for the self construction of water mains) (UUW apparatus) of United Utilities Water PLC (“UUW”).

TERMS AND CONDITIONS: 1. This Map and any information supplied with it is issued subject to the provisions contained below, to the exclusion of all others and no party relies upon any representation, warranty, collateral contract or other assurance of any person (whether party to this agreement or not) that is not set out in this agreement or the documents referred to in it.

2. This Map and any information supplied with it is provided for general guidance only and no representation, undertaking or warranty as to its accuracy, completeness or being up to date is given or implied.

3. In particular, the position and depth of any UUW apparatus shown on the Map are approximate only. UUW strongly recommends that a comprehensive survey is undertaken in addition to reviewing this Map to determine and ensure the precise location of any UUW apparatus. The exact location, positions and depths should be obtained by excavation trial holes.

4. The location and position of private drains, private sewers and service pipes to properties are not normally shown on this Map but their presence must be anticipated and accounted for and you are strongly advised to carry out your own further enquiries and investigations in order to locate the same.

5. The position and depth of UUW apparatus is subject to change and therefore this Map is issued subject to any removal or change in location of the same. The onus is entirely upon you to confirm whether any changes to the Map have been made subsequent to issue and prior to any works being carried out.

6. This Map and any information shown on it or provided with it must not be relied upon in the event of any development, construction or other works (including but not limited to any excavations) in the vicinity of UUW apparatus or for the purpose of determining the suitability of a point of connection to the sewerage or other distribution systems.

7. No person or legal entity, including any company shall be relieved from any liability howsoever and whensoever arising for any damage caused to UUW apparatus by reason of the actual position and/or depths of UUW apparatus being different from those shown on the Map and any information supplied with it.

8. If any provision contained herein is or becomes legally invalid or unenforceable, it will be taken to be severed from the remaining provisions which shall be unaffected and continue in full force and affect.

9. This agreement shall be governed by English law and all parties submit to the exclusive jurisdiction of the English courts, save that nothing will prevent UUW from bringing proceedings in any other competent jurisdiction, whether concurrently or otherwise.

Please ensure that a copy of these conditions is 5. Where there is a public sewer along the line of a passed to your representative and contractor on site. proposed development/building, arrangements shall be made by the developer at his cost to divert the sewer 1. United Utilities provides the approximate locations of its around the development. Where this is not possible and as sewers according to its records. These records are not a last resort, a “Building Over Agreement” will need to be necessarily accurate or complete nor do they normally completed under section 18 of the Building Act 1984. The show the positions of every sewer culvert or drain, private developer shall design building foundations to ensure that connections from properties to the public sewers or the no additional loading is transferred to the sewer and submit particulars of any private system. No person or company such details both to the Local Authority’s Building Control shall be relieved from liability for any damage caused by Officer and to United Utilities for approval/acceptance. reason of the actual positions and/or depths being different United Utilities on a rechargeable basis would normally from those indicated. The records do indicate the position of undertake all aspects of design work associated with the the nearest known public sewer from which the likely length diversion of any part of the operational wastewater network. of private connections can be estimated together with the For further advice please call asset protection on 01925 need for any off site drainage rights or easements. 678 306

2. Special requirements relative to our sewers may be indicated. United Utilities employees or its contractors will 6. Where there is a non-main river watercourse/culvert visit any site at reasonable notice to assist in the location of passing through the site, the landowner has the its underground sewers and advise any precautions that responsibility of a riparian owner for the watercourse/culvert may be required to obviate any damage. To arrange a visit and is responsible for the maintenance of the fabric of the or for further information regarding new supplies, culvert and for all works involved in maintaining the connections, diversions, costing, or any notification required unrestricted flow through it. Building over the under these General Conditions, please call us on 0845 watercourse/culvert is not recommended. The developer 746 2200. must contact the local authority before any works are carried out on the watercourse/culvert. Where it is 3. Where public sewers are within a site which is to be necessary to discharge surface water from the site into the developed and do not take any drainage from outside the watercourse/culvert the developer shall make an area, they are from an operational viewpoint redundant. assessment of the available capacity of the The developer must identify all redundant sewers affected watercourse/culvert (based on a 1 in 50 year event) and by the development and apply to United Utilities in writing ensure that the additional flow to be discharged into the for these sewers to be formally closed. The developer shall watercourse/culvert will not cause any flooding. In bear all related costs of the physical abandonment work. appropriate cases, flooding may be prevented by on-site storage. The developer shall submit the relevant details 4. Public sewers within the site that are still live outside the required to substantiate his development proposals. Details area will be subject to a “Restricted Building zone”. This of any outfall proposed shall also be submitted to the would normally be a surface area equivalent to the depth of Environment Agency, PO Box 12, Richard Fairclough the sewer measured from the centre line of the sewer on House, Knutsford Road, Warrington, Cheshire, WA4 1HT either side. No construction will be permitted within that for their approval. zone. The developer should also note that deep and wide rooted trees must not be planted in close proximity to live 7. Where there is a main river watercourse/culvert passing sewers. Access to public sewers must be maintained at all through the site, the developer shall submit all proposals times and no interference to manholes will be permitted affecting the river to the Environment Agency at the during construction work. address stated in paragraph 6 for approval/acceptance.

8. Your attention is drawn also to the following: Combined sewers shown coloured red carries both surface water and foul sewage, especially in areas where • Private drains or sewers which may be within the site. there is no separate surface water sewerage system. On 1 October 2011 all privately owned sewers and lateral drains which communicate with (that is drain to) an existing Foul sewers coloured brown may also carry surface public sewer as at 1 July 2011 will become the water and there may be no separate surface water system responsibility of the sewerage undertaker. This includes indicated in the immediate area. Both combined and foul private sewers upstream of pumping stations that have yet sewers carry wastewater to our treatment works before it to transfer, but excludes lengths of sewer or drain that are can safely be returned to the environment. the subject of an on-going appeal or which have been excluded from transfer as a result of an appeal or which are Surface water sewers coloured blue on our drawings are on or under land opted-out by a Crown body. The transfer intended only to carry uncontaminated surface water (e.g. specifically excludes sewers and lateral drains owned by a rainfall from roofs, etc) and they usually discharge into local railway undertaker. Sewers upstream of such assets, watercourses. It is important for the protection of the however, are transferred. Such assets may not be environment and water quality that only uncontaminated recorded on the public sewer record currently as it was not surface water is connected to the surface water sewers. a requirement to keep records of previously private sewers Improper connections to surface water sewers from sink and drains. wastes, washing machines and other domestic use of water can cause significant pollution of watercourses. • Applications to make connections to the public sewer. The developer must write to United Utilities requesting an Pumped mains, rising mains and sludge mains will all application form that must be duly completed and returned. be subject to pumping pressures and are neither suitable No works on the public sewer shall be carried out until a nor available for making new connections. letter of consent is received from United Utilities. Highway drains, when included, show as blue and • Sewers for adoption. black dashed lines. Highway drains are not assets If an agreement for the adoption of sewers under Section belonging to United Utilities and are the responsibility of 104 of the Water Industry Act 1991 is being contemplated, local authorities. a submission in accordance with “Sewers for Adoption”, Seventh Edition, published by the Water Research Centre 10. For information regarding future proposals for (2001) Plc, Henley Road, Medmenham, PO Box 16, construction of company apparatus please write to United Marlow, Buckinghamshire, SL7 2HD will be required, taking Utilities, PO Box 453, Warrington, WA5 3QN. into consideration any departures from the general guide stipulated by United Utilities. 11. For information regarding easements, deeds, grants or wayleaves please write to United Utilities Property • Further consultation with United Utilities. Solutions, Coniston Buildings, Lingley Mere Business Park, Developers wishing to seek advice or clarification regarding Lingley Green Avenue, Great Sankey, Warrington WA5 sewer record information provided should contact United 3UU (Tel: 01925 731 365). Utilities to arrange an appointment. A consultation fee may be charged, details of which will be made available at the time of making an appointment. Conditions and in

9. Combined sewers, foul sewers, surface water sewers, and pumped mains. These are shown separately in a range of colours or markings to distinguish them on our drawings, which are extracts from the statutory regional sewer map. A legend and key is provided on each extract for general use, although not all types of sewer will be shown on every extract.

WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

4 0 5 2 V 0 5 C

2 V 22 V 3007 PUMPING MAIN

5 0 5 7 2 C 9 5 3005 3004

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2 3 0 3 3904 2 2 C 5 V 7 T-JUNCTION 0 1 15 21 SITE TERMINATION V 3910 3909 (SADDLE)

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9 5

3 3906 244.0m V 9 1 CASCADE OIL INTERCEPTOR 22 C 1 2a 3 5 2 3908 2

0903 0 3903 CONTROL KIOSK PENSTOCK

1 7 0501 236.07 S M233.27 450 CCO12 58.08 2506 250.82 F M249.91 100 CVC13 17.09 VC V 00 C 1906241.9m E 3 NU 0502 231.54 SM228.46 450 CCO8 38.08 2507 250.21 FM 150 CVC 55.03 CONTROL VALVE PUMP 16 VE

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1 S V 2 5 I OW 2 EXTENT OF SURVEY RODDING EYE R EAD 1901 5 0503 231.54 FM 228.42 225 C VC 9 41.59 2508 250.99 FM 248.85 150 C VC 38.01 M 2 22

CO 9

S 00 5 1 9 0 2 7 1 T VC 3902 0 E FLOW METER SEA OUTFALL 2 L S R 1 O 0504 230.47 F M 227.84 150 CVC52 71.87 2509 246.12 S M 241.86 300 CVC-35 30.02

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N 1

1 2 a A 3 2 O

1 0902 2 L 0506 235.24 SM 2511 250.46 F M 249.5 100 CVC6 9.06 HATCHBOX SUMMIT NODE 0901 O

C D 3 V 5 A A 0507 236.07 F M 232.82 225 C VC 13 55.08 2512 248.96 S M 246.75 300 CVC11 28.28 3 0 2 9 HEAD OF SYSTEM TUMBLING BAY 5 A 5 2 V 1 3912 2 3 2 9 2 2 E 2 N 9 1 0508 S M 2513 243.98 SM241.65 150 C VC 38 25 A 2902 HEADWALL UNSPECIFIED 2 3 St. Mary's Roman 10 1 U 9 3911 2 16 1907 E 94

1 5 1 0509 236.11 S M 233.31 450 CCO-559 11.18 2514 244.72 SM242.57 150 CVC41 47.71 7 9 Catholic Primary 6 M HYDROBRAKE VALVE 7 O 96 7 E

C 8 9 A School

0601 232.31 S M 2515 250.83 S M 249.95 100 C VC 15 17.09 D

0 INLET VALVE CHAMBER O

9 1 0 7 C W V 10 1 9 0602 S M 225 C VC 35.9 2516 250.25 SM 100 VC 55.66 5 2 S INSPECTION CHAMBER WASHOUT

2 S 2 0904 11 19043 EN A

2 RD V 7 2 0603 SM 225 CVC 48.76 2517 250.99 S M 248.83 150 CVC 37.58 1 GA E 5

D ( GHOST NODE (inc. GN - Rising Main & GN - Dual Function) 7 P 1908 OO R

0907 P 1 E 3 I 0 GW 2 0604 FM 150 CVC 50.61 2518 250.52 SM249.5 100 C VC 7 9.49 C ESS 11 15 O 1905AN 19 D

0 ts 9 C L R

0 plo 0 1 17 EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC)

1 1 90 O 1 0 8 0605 SQ 2521 FQ248.01 150 CVC7 10.05

5 9 W

5 8 1

2 1 - 8

4 0804 8

1 1 )

3 1 2 1 8 S

1 7 BIFURCATION DROPSHAFT

3 0701 227.5 S M 224.25 750 CCO 2522 S Q I 62.72 244.15 150 CVC11 28.28 0805 1

PVC 5 8

2 6 3801

1 0 8

0800 to 0 0 E 1 8 4 5

C V J V C C 0702 S I 900 750 RCO 4.04 2523 SQ248.14 150 C VC 8 10.44 CATCHPIT FLOW CONTROL 1 5 C 2 - V 1 P 0806 2 SCREEN CHAMBER 5 9 1804 0703 S F 2601 250.11 F M 249.63 150 CVC90 14.42 2 0 1802 CHAMBER POWERED 2 0 400 PVC 2801 1 C 0704 237.39 F M 235.39 150 CVC 22.83 2602 250.62 FM249.46 150 C VC 21 19.42 CONTAMINATED SCREEN CHAMBER T C 4 84 - O 1 RV 2 400 PVC Note - ALL flow direction arrows are BLUE - colour not significant 5 1803 SURFACE WATER STATIC U

P 9 2802 2 0705 232.57 S M 228.47 300 CVC6 25.24 2603 257.5 FM255.67 150 CVC9 9.85 O C 8 0 V 3 0803 C ts 0 lo

3 p 5 7 0706 FM 150 C VC 48.51 2604 256.31 F M 254.52 150 CVC22 6.32 8 3802

D 7

1 2

9 t 3

O 7 o

E C - 2

V 68 5 S

P O I 5 5 0707 C M 220.52 1200 CCO 17.44 2605 256.14 FM254.23 150 C VC 19 8.94 25 R 2 W D Mill 0802 G N 0708 CQ 2606 250.18 S M 249.63 150 CVC164 18.03 1 N Issues A -3 L 26 A 0808 1801 NODE TABLE ABBREVIATIONS L R 31 VC to O 0800 CM233.26 225 C VC 58 39.79 2607 250.72 SM249.52 150 C VC 24 23.02 P 26 O 25 M 2 0802 234.71 F M 232.69 225 C PVC 101 34.24 2608 256.23 SM254.18 150 CVC21 9.22 822 3 2-4 3 3 MANHOLE FUNCTION PVC o 4 0807 0803 235.1 F M 233.2 225 C PVC 61 30.98 2609 249.64 S M 247.77 150 CVC15 73.57 32 t 2803 0804 236.18 F M 234.2 225 C PVC 36 36.36 2610 249.59 FM247.69 150 C VC 15 74.09 F Foul T Transition 232.4m P 0805 236.56 SM232.45 900 C CO 25 41.84 2611 256.7 F M a

) h S Surface O Overflow

W )

7 5

6 6 O

- m t

6 o u 0806 236.14 S M 232.59 400 C PVC 108 15.12 2612 256.7 FM255.31 150 CVC16 19.42

5 6 ( 7 R

th C Combined U Unspecified D a

P E

R 0807 234.55 SM232.83 300 C PVC 260 52.05 2613 256.38 FM254.61 150 C VC 9 70.68

(

V 5 0808 SF 2614 256.35 S M 254.58 150 C VC 9 68.48

A 5

- 4

4 4

4 t

S 5

J MANHOLE / NODE TYPE

0901 240.28S M 2615 249.18 FM247.49 150 CVC21 52.7 O

I A

S E P Path (um) ath 0902 240.28 S M 2616 249.07 S M 247.48 150 C VC 1.41

M M Manhole Z Ghost in Rising Main

E 0903 244.09 C M 240.57 300 CVC 29.55 2617 257.45 FM255.61 150 CVC-11 8.06 2 T L J Junction C Cascade 0 0 0904 239.34 C M234.97 225 C VC 169 25.39 2618 SM 150 CVC 45.79 0702 C 0703 The L Lamphole Y Gulley O 0701 Maple 0905 S L 2619 F Q 253.77 100 C VC 27 9.49 19 3 25 H Hatchbox E Ejector 00 V 0906 S Q 241.35 150 CVC2244.29 2620 SQ253.74 100 CVC37 9.22 C 1708 2709 2708 1709 0907 C Q 234.82 100 C CI 27.47 2621 254.96 S M 253.45 100 C VC 65.22 R Rodding Eye O Oil Injector 0705 150 VC 1 1714 C 50 0 V 5 O VC 15 2710 0908 S M 900 CO 14.84 2622 254.97 FM253.33 100 CVC35 33.84 F Outfall I Inlet C

0 3 2707 0 V Combined Sewer B Hydrobrake 00 C 300 VC 300 2711 1005 247.19 C M 150 C VC 97.99 2701 248.48 FM246.95 150 CVC21 48.55 2 V 1703 V VC 1 C 0 1704 0707 5 1501 243.29 F M 240.27 150 CVC27 71.61 2702 248.55 S M 246.88 225 C VC 16 26.42 Overflow T Vent Column 1 1718 Filling O C

O 1

C 4 1710 V 1 2 ) 1 m 1502 244.14 F M 241.41 150 C VC 42 70.43 2703 255.84 SM254.06 150 CVC 46.14 P Pumping Station X Valve StationC 0 3 0 u 2 5 ( 7 0 0 th 0 0 0 a V 3 P 5 0 1503 236.42 F M 233.62 225 C VC 128 89.81 2704 255.79 F M 150 C VC 49.4 9 C S Soakaway U Unspecified 4 9714 C 1717

223.5m C O 1504 243.23 S M 240.33 300 CVC17 70 2705 FM 150 CVC 20.59 V 1705 D Dual Function Q Expediency Node

9706 0

5 1505 22.8 1 to 6 244.05 S M 241.41 225 C VC 41 67.62 2706 SM 225 CVC Manhole 9709 1 1706 G Ghost 1711 1506 236.33 S M 233.62 450 CCO274 84.81 2707 118.14 S M 116.84 54.08 (to allow pipe bends) F W Treatment Works O 14 X 270527 1507 S Q 241 300 CVC39 25 2708 118.15 FM117.04 7 52.04 Laneside House 1 W 5 2706 E 0 C L V 1601 242.49 F M 239.67 150 C VC 18 19.85 2709 110.88 F M 109.66 150 C VC 14 13.89 V L 1701 5 0 C 1702 1 5 C 1 2 SEWER SHAPE C V 1602 241.04 F M 236.29 225 CVC15 50.29 2710 123.51 SM 24.19 C 1 L V 5 12 1 0704 O 0 0 8 21 5 V 1713 S 5 13 19 22 C 1 2 C 1603 245.99 F M 243.65 150 C VC 17 18.36 2711 SM 12.21 0 V E 1707 2 1 C Circular T Trapezoidal 14 20 23 15 S 50 AN V 1604 245.16 F M 242.43 150 CVC20 39.41 2801 119.81 F M 118.16 91 101.87 9 2701 D C 1 O E Egg A Arch C W 2703 0706 V N 35 2 0 R 1605 242.42 S M 239.57 300 CVC620 2802 119.82 SM117.82 104 101.87

4 5 O

1 1 A 4 D O Oval B Barrel 1 1 C V 2704 1606 241.03 SM236.24 450 C VC 14 19.65 2803 122.8 S M 121.03 47.27

5 2611 F Flat Top H Horseshoe 1 C 15 Size 2 0 15 1607 245.97 S M 243.74 300 CVC13 16.12 2901 SG 162.21 V 2 2702 VC 0 Path (um)

House 0 V

6 R Rectangular U Unspecified 5 1 1 C Village 0602 1 50 2612 1608 245.22 SM242.42 300 C VC 20 39.41 2902 120.47 F M 119.17 53 53.16 C V 2 17 C

7 V S Square

1 1609 243.65 S M 240.74 225 CVC28 27.66 3501 252.56 F M 250.78 150 C VC 52 40.72 3 5 1614 5 2 C 0 2 V 0 2613 1610 243.67 FM240.77 150 CVC22 23.09 3502 253.6 F M 249.99150 C VC 18.36 V 5 C C V 2 1

2 0 1611 FM 150 C VC 27.59 3503 255.31 FM 252.96 150 C VC 35 52.8 8 SEWER MATERIAL R 5 0 3 1 I

D V 1603 2614 1 2 1612 S M 225 CVC 21.26 3504 253.03 F M 252.13 150 CVC 23 49.82 G C 2603 d a

a E 1 o 2 1 AC Asbestos Cement R W 1613 S Q 234.83 450 C CO 16 19.92 3505 251.56 FM 249.92 150 CVC7 54.01 se VC 1 2604 A 5 ou 0 H Y 0 1 Moorland Cottages BR Brick

5 C 5 V 2617

S 1614 SQ245.26 300 CVC18 26.93 3506 254.04 F M 251.38 150 CVC 41.76 0 6 1 C

1604 V V 2 1 C 0603 1 0 1 2608 CI Cast Iron 0604 0 1607 2605 1701 S M 225 CVC 94.03 3507 252.3 F M 250.36 150 C VC 30 45.65 2 0601 3

F 9

1 A 7 SI Spun (Grey) Iron LM 1702 FM 150 C VC 91.81 3508 252.49 S M 250.81 225 CVC50 20.59

El O 2615 6 U 2620 Sub Sta T 2606 2619 1703 244.32 SM241.95 300 CVC11 43.05 3509 253.61 S M 250.02 300 C VC 31 15.26 1609 1610 C H CO Concrete 232.8m V A 1608 VE 1

1 1 0 N 50 V

5 0 1704 240.56 S M 238.07 300 C VC 17 27.2 3510 SG 100 CVC 22.8 5 8 2 5 1 2618U 2621 CS Concrete Segments (Bolted) 0 1 2 5 E P

L 2 0 1 0 C

5 2 C a

7 A V 2602 t

5 2 h

V 3 8 0 V 2622 N C 2 5 V C 1 7 (u

V 2616 50 V a m 1705 240.55 SM235.66 300 CVC 13.04 3511 252.28 SM250.27 225 CVC26 40.8

E CS Concrete Segments (Unbolted)

3 V C 0 )

8 V 9 S C

2 0 I C 1 D C 3 5 C 0 2601 1 1706 241.34 S M 236.64 150 CVC61 9.22 3512 253.04 S M 252.16 150 C VC 24 53.76

E V C 2607 CC Concrete Box Culvert

C 1 R V 1 1 O 0 3602

A 1601 0 C 0 1707 243.32 SM241.84 150 C VC 16 29.97 3513 251.61 SM249.94 150 CVC10 55.08 2

D 1 5 V DI Ductile Iron 0605 1 V 3 C 0 C 7

V 5 1708 108.21 FM107.07 150 CVC 42.05 3514 F M 150 C VC 22.09

1 1

0 1602 0 1 3601 GR Glass Reinforced Concrete

1 5 0

1 1 0 2 2 1611 1612 C 2610 1709 240.42 F M 238.64 150 C VC 64 26.4 3515 253.33 SM249.45 300 CVC25 64.5 2 V V 5 0 C GR Glass Reinforced Plastic

7 0 3603

0 V 3 1 1710 240.47 FM238.23 150 CVC19 18.03 3516 255.4 SM252.98 150 CVC38 54.78

3 C C 3 C C 1605 2609 11

V V 5 V 6 PS Plastic / Steel Composite

0 5 22 1 3 5 2 1711 241.34 F M 237.22 150 CVC 25.81 3517 S Q 250.4 300 C VC 66 20.59 1 2 0 VC 1

45 2 3516 5 PV Polyvinyl Chloride 0507 2 1 2506 1 3503 0 1712 FG 150 VC 9.43 3518 FQ122.81 100 CVC 22.2 0506 O 1613 1606 2 50 10 5 VC 0503 E 225 VC C 5 0

V 450 V V 1 PE Polyethylene I O 1 2 R C 5 C C 2507 7 VC V 5 1713 FM 150 CVC 13.42 3519 S Q 124.94 150 C VC 22.8 D 0 0 0 C 0 H 236.5m 5 V 10 V EC 4 0509 C C RP Reinforced Plastic Matrix

VC BE 2515 1714 109.74 F M 108.66 150 CVC10 16.55 3601 258.72 FM256.06 150 CVC17 71.59

9 CO 3 Y

450 C 4

5 0 0 V A 1 0501 22 0 S 00 R 1 V 1 M ST Steel 0502 0 ID 1716 SG 150 C VC 7.21 3602 258.66 SM256.06 150 CVC20 78.1 0508 0 C M 1502 O O 1 U U 2516 1 O TH 3506 5 T C 0 150 H VC Vitrified Clay (All Clayware) 0 1717 239.52 S M 235.66 300 CVC5 36.36 3603 F Q 252.36 150 C VC 35 34.13 0 0 A 5 A 1505 4502 4 V 2517 V V E 2508 V E N E V C N U C U 1718 SM 300 C VC 13.93 3801 SM 36.12 PP Polypropylene E D C E

A 4501 4

1501 L 4 2 1 E 1 1801 SF 3802 125.85 SM 124.05 12 37.2 PF Pitch Fibre 1 2 5 A 3

2 0 5 3519 4 12 V 9 9501 5 1 0 1802 239.07 S M 235.96 400 C PVC 20 18.33 3901 128.19 FM126.2 33 35.38 1 V E

1 5 MA Masonry - In Regular Courses V 1504 5 C N V E 4 C 0 5 3 0 U C 1 U 0 1 2 0 0 1 E V 5 C N 1803 237.42 SM232.94 375 CVC14 22.88 3902 126.47 F M 125.13 11 17.03 0 1 V 5 3515 3502 V E MA Masonry - Randomly Coursed C 5 C 5 C 0

0 1 V O V 0 0 0 C A 6 V 5 C V V 1804 237.84 SM 235.05 400 C PVC 20 7.44 3903 125.33 FM123.63 14 20.25 9 V V 0 3509 1 S 1 C C 5 E C U Unspecified C C 1 1 V 5 9 1 W 2505 5 O 5 1901 242.04 C M 235.87 225 CVC73 63.03 3904 124.54 F M 122.14 138 22.14 2 0 2 3514 C V C 0504 0505 2518 3518 V 30 C 2 1507 0 VC 0 0 1902 CG 150 C VC 32.98 3905 121.58 FM120.19 59 60.41

2521 10300 VC 30 VC 3501

2503 8 7 VC 2 1 LB 150 150 VC 5 5 3517 1903 C G 225 CVC 29.53 3906 128.19 S M 126.2 18 36.07 0 VC 3504 2 V 2514 150 AVENUE 25 C 2523 CHMOND C VC 1904 238.86 F M 235.7 150 CPP28 40.61 3907 126.47 SM124.22 16 20.52 2511 RI 150 V El Sub Sta This plan is based upon the Ordnance Survey map

1503 300 VC 2512 3511 0 2522

2 150 VC 150 VC 1905 238.13 SM236.29 150 C VC 14 23.16 3908 125.38 S M 122.94 19 20.25 3 1 with the sanction of the Controller of H.M.Stationary Office.

VC 3508 1 1 50

9509 1506 2504 1 3512 1 1 2502 VC 6 1 1906 S M 900 CO 33.5 3909 124.63 SM121.89 42 20.8 235.8m 150 Unauthorised reproduction infringes copyright.

1 2513 150 VC 3505

3 5

4 1 1 2 1 0 1 C 8 1907 SM 900 CO 18.46 3910 121.95 S M 120.11 47 57.43 5 4 2501 2 Crown Copyright preserved.

5 V 3507 5

0 V

0 0 3513 4 V 0 2 1 C V C 0 3 V 1 1908 SM 900 C CO 28.25 3911 120.46 SM118.9 53 57.57 C 2510 5 C 0 2509 1 V 4 2 C C 2501 246.13 F M 241.84 150 CVC22 25.71 3912 S M 23.35 5 2 V 0 5 0 1 5 C V 1 2502 244.16 FM240.58 150 CVC16 38.29 4501 254.93 F M 251.87 150 C VC 43 46.4 C C 3

O 1 7

V 3

5 4402 5 9 1 0 2503 248.81 F M 246.48 150 C VC 12 55.9 4502 254.89 S M 252.06 225 CVC45 55.32 0 V 5 3 3

3 5 1 2401 2 0 1 C 6 4401 5 8 2504 244 FM241.78 150 CVC34 50.77 9709 231.01 S M 1200 C CO 45.43 2505 244.86 FM242.57 150 C VC 42 48.83 OS Sheet No: SD7922NW Scale 1:1250 Date: 26-Mar-2013 187 Nodes OS Sheet No: SD7922NW Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

PUMPING MAIN

HIGHWAY DRAIN

SLUDGE MAIN

ABANDONED T-JUNCTION SITE TERMINATION (SADDLE) AIRVALVE LAMP HOLE CASCADE OIL INTERCEPTOR CONTROL KIOSK PENSTOCK

h ( CONTROL VALVE PUMP u

m ) EXTENT OF SURVEY RODDING EYE FLOW METER SEA OUTFALL GULLEY SOAKAWAY HATCHBOX SUMMIT NODE 287.4m HEAD OF SYSTEM TUMBLING BAY HEADWALL UNSPECIFIED HYDROBRAKE VALVE INLET VALVE CHAMBER INSPECTION CHAMBER WASHOUT GHOST NODE (inc. GN - Rising Main & GN - Dual Function) 261.4m 266.1m Refno Cover Func Type Invert Size.xSize.y ShapeMatlGrad Length EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC) HASLINGDEN OLD ROAD

273.1m BIFURCATION DROPSHAFT 6601 232.49 S M229.82 225 CVC610 CATCHPIT FLOW CONTROL 6602 SQ228.28 150 CVC710 SCREEN CHAMBER CHAMBER 7501 223.97 F D221.55 150 C VC 9 24.21 POWERED CONTAMINATED SCREEN CHAMBER 7502 223.06 FD218.72 225 CVC6 77.13 Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant 7503 226.45 F D224.15 150 C VC 12 29.21 7504 F M 225 CVC 17.2 7505 226.45 S D 224.38 150 CVC 29.21

Dearden Fold 7506 223.97 S D 221.79 150 C VC -32 13.04 NODE TABLE ABBREVIATIONS Farm High Meadows 7507 223.06 S D 219.1 330 500 5 147.25 7508 FQ 375 C VC 23.71 MANHOLE FUNCTION 7509 S Q 222.2 100 CVC-28 12.53 F Foul T Transition 7601 228.6 F D 225.78 150 C VC 23.71 S Surface O Overflow S T 7602236.14 F M 234.88 150 C VC 5 22.8 u e 23 p m p p ly 7603 232.44 F M 230.17 150 CVC 40.8 C Combined U Unspecified

19 7604 223.14 F D 219.81 225 C VC 51 51.04 7605 F M 150 CVC 21.93 7801 MANHOLE / NODE TYPE

1 1 15 7606 223.14 S D 220.09 225 CVC-46 51.11

M Manhole Z Ghost in Rising Main 2 7607 228.6 S D 226.11 375 C VC 68.1

Dearden Heights 150 VC 7608 F Q 219.94 225 CVC90 10.82 J Junction C Cascade 284.2m 11

248.7m 8 7701 242.13 F M 241.03 150 C VC 8 50.6 L Lamphole Y Gulley

7702 7702 250.59 F M 249.11 150 CVC7 55.32 H Hatchbox E Ejector 3

1 4 7801 255.49 F M 254.04 150 CVC5 21.21 R Rodding Eye O Oil Injector UE EN 8501 202.1 FM200.6 225 C VC 53.04 AV F Outfall I Inlet N DE 8502 209.48 FM206 225 CVC7 36.88 T IB V Combined Sewer B Hydrobrake ra c R k 9701 C 8503 193.13 S M 300 C VC 65.86 R Overflow C T Vent Column WE V O L 8601 223.37 FD220.17 150 CVC41 9.43 0 8707 9702 P Pumping Station X Valve 5 C 1 V 8602 223.77 F M 221.36 150 CVC4 10.44 25 C 1 2 0 V S Soakaway U Unspecified 4 5 3 1 8603 221.75 FM218.43 150 C VC 10 51.09 D Dual Function Q Expediency Node 8708 8604 223.37 SD220.53 150 CVC55 20.25 Pike Law Manhole G Ghost VC 8605 S M 150 C VC 24.11 5 VC 22 0 (to allow pipe bends) 15 8706 8701 226.59 FM224.91 150 C VC 3.16 W Treatment Works 7701 8704 8702 226.5 F M 224.81 150 CVC4 13.45 8705

ou 8703 230.38 SM 2 M 1 ak SEWER SHAPE 5 O 0 d 8704 230.58 SM229.45 225 C VC 6 woo V Oak 8703 C 8701 8705 230.77 F M 229.44 150 CVC6 25.5 C Circular T Trapezoidal C V U N 8702 8706 SM 225 CVC 28.3 E Egg A Arch 0 I A

5 O 25 N 2 1 1 5 9602 8707 F M 150 C VC 39.45 O Oval B Barrel R 0 29 O V 150 8603 9603 A V 2 D C C 5 8708 FM 13.63 a F Flat Top H Horseshoe m) 221.3m 150 V u C 9604 ( th 8709 FQ a 9607 1 C R Rectangular U Unspecified P 8602 ot V 9606 Pl 9608 150 150 VC 150 VC 1 9501 192.77 FM189.44 300 CVC60 19.92 7602 8605 50 C S Square 9610 V 50 V 9611 C 1 9502 191.48 F D 188.62 375 C CO 32 7603 1 2 1 5 5 9503 S F 0 5 V 0 C 9605 SEWER MATERIAL V 9504 191.85 FD188.99 375 CCO27 9.49

C Spring 9505 192.54 S D 225 C VC 1.68 AC Asbestos Cement 9506 191.54 SD189.07 450 C CO 52 34 15 BR Brick 0 9507 190.62 SM187.19 850 900 R MAC 8 4.12 VC 7605 9601 CI Cast Iron FB 2 9508 F J 375 C CO 9.9 1 SI Spun (Grey) Iron 9509 SG 300 CVC 17.26 Reservoir 204.8m CO Concrete 1 9510 191.89 SD 189.54 450 CCO22 9.49 5 0 V CS Concrete Segments (Bolted) C 9511192.24 S M 190.36 450 C CO 26 20.62 8601 8604 Balladen House 9512 FQ189.11 375 CCO59 18.97 CS Concrete Segments (Unbolted) C V 9513 FQ 375 C VC 32 CC Concrete Box Culvert 0 7608 6601 5 1 1 7 C 9514 S Q 186.68 910 1060H MAR 10 5.1 DI Ductile Iron 7604 7607 5 V 2 7606 9601 205.96 F M 150 VC 44.64 GR Glass Reinforced Concrete 2 06 6602 9602 213.71 FM211.67 150 CVC 8.06 GR Glass Reinforced Plastic 7601 9603 214.25 F M 213.06 150 C VC 10 10.82 PS Plastic / Steel Composite

1 1 3 9604 212.98 FM 150 VC 4.47 50 C PV Polyvinyl Chloride V V C C 7508 5 2 9605 211.78 FM211.06 150 CVC 11.08 3 E V O 7 2 2 5 7504 g PE Polyethylene 5 5 S V 2 y C 2 p B V 2 t 9606 F J 150 C VC 36.67 3 O M 7505 75 C RP Reinforced Plastic Matrix V o R u C N 9607 FQ211.95 150 CVC65 n t E ST Steel 2 T 9608 F J 150 CVC 22.45 25 7507 3 7502 V VC Vitrified Clay (All Clayware) 7503 1 C 9610 SM 150 C VC 26.55 5 C 1 0 0 V V 10 PP Polypropylene 1 C 9611 SM E 5 C T 0 V 8502 L C7509 V 0 V 9701 234.55 F M 232.34 150 CVC 26.83 PF Pitch Fibre C 15 0 22 15 5 VC 9702 234.57 S M 232.48 225 C VC 42.05 MA Masonry - In Regular Courses 7506 8501 7501 3 MA Masonry - Randomly Coursed 3 3290501 30 x5 225 00 VC U Unspecified 9502 9507 Path (um El Sub Sta ) El Sub Sta 0 450 CO 190.8m 9504 AD 9513 2 N RO 2 GDE CO 375 CO 375 V 5 LIN 50 9506 9514 This plan is based upon the Ordnance Survey map V 9501 9511AS 4 Issues C H Shelter 00 VC 9512 CO with the sanction of the Controller of H.M.Stationary Office. 3 375 9510 VC Unauthorised reproduction infringes copyright. 300 9508 9503 Crown Copyright preserved.

193.5m 9505 Tanks 8503

30 O 0 C V 5 C 37 OS Sheet No: SD7922NE Scale 1:1250 Date: 26-Mar-2013 65 Nodes OS Sheet No: SD7922NE Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

4 2 1 0 1 8 5 4 2501 2

5 V 3507 5

0 V PUMPING MAIN

0 0 3513 4 V 0 2 1 C V C 0 3 V 1 C 2510 5 C 0 2509 1 V HIGHWAY DRAIN 4 2 C C 5 2 V 0 5 0 1 5 SLUDGE MAIN C V 1 C C 3

O 1 7

V 3

5 4402 5 9 1 0 ABANDONED 0 V 5 3 3

3 5 1 2401 2 0 1 C 6 4401 8

6 5 V T-JUNCTION

5 C C 2 SITE TERMINATION

1 5 (SADDLE) 0407 C 1403 6 2 V V C 5 50 V 1 C 0 2 AIRVALVE LAMP HOLE

V 2 0401 7 5 1 2404 W 2 0 C 1 4403

0 5 3402 CASCADE O 2 V4 OIL INTERCEPTOR 0402 2 Tor View 1402 1401 1 3406 O 5 225 VC 0 D 0 2402 C S V 2 3 V CONTROL KIOSK PENSTOCK ID C 300 VC 3401 1 E 00 5 3 0406 R

0 3 CONTROL VALVE PUMP

1 1 Y D 1

V A D 1 3405 C 1 5 C O E R V 2406 0 EXTENT OF SURVEY RODDING EYE

9 1405 C 3 1404 W 0 l V C

E 1 L

I 5 230.2m E 1 V

0 5

1 ta O C V 1 1 1 2 0 S 5 FLOW METER SEA OUTFALL

R ub 1 1 S 5 8 S a 0 1 0411 O 5 E

4 T 0 V

0405 3403 4

5 4

1 V C C GULLEY SOAKAWAY 0 2 V C C 3 0

V V C 0 6 1 2 7 V 5 3 HATCHBOX SUMMIT NODE C 5 0412 5 0 2 V 3 2 0 2 3 C HEAD OF SYSTEM TUMBLING BAY C 0414 V 5 0404 C 2 HEADWALL UNSPECIFIED V 2 C 0 V 0 3 2403 0 3 0 15 HYDROBRAKE VALVE C 0 220.4m 0413 V V 3407 C 17 D C 0 1 A INLET VALVE CHAMBER V 5 O 0403 5 0409 0 R 5 1 C 2407 V 3404 R C 7 V 9 H C V

0 1 O

6 I 0

3 0 2 L TN 0 INSPECTION CHAMBER WASHOUT

3 4 3 3 2

L 1 0 N Refno Cover Func Type Invert Size.xSize.y Shape MatlGrad Length Refno Cover FuncType Invert Size.xSize.y Shape MatlGrad Length 2 E R 0 37 V I 0 5 0410 S V GHOST NODE (inc. GN - Rising Main & GN - Dual Function) E V C C PH 2405 C V 0000 SJ 1200C CO 33.25 1206 214.65 F M212.84 150 CVC37 22.67 EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC) 2 0408 5 7 1 1 7 225 VC 6 0 3 0 3408 0001 197.47 F M 191.23 300C VC -26 15 1207 210.77 C M 450 CVC 41.23 2 V BIFURCATION DROPSHAFT

8 0302 0 8 1306 C 0301

3 3 0002 198.28 F M 193.5 300 CVC 30 67.54 1208 C J 450 C VC 33.97

N 8 0 1 CATCHPIT FLOW CONTROL IT 0 O V 2305 0003 198.52 F M 195.84 300 C VC 17.89 1209 F M 211 150 CVC14 30.72 C N 1 SCREEN CHAMBER V C 0

5 C 0 CHAMBER

7 1 8 L

3 1 POWERED 2 O V 0004 198.82 SM 1301 S L 220.6 150 C VC 8 22.02

S 5 3 C 4 E 0 CONTAMINATED SCREEN CHAMBER

5 5 1 0005 198.69 SM 1302 215.99 F M 213.1 225 CVC9 21.26

0 V Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant

C 0 V 2

2 C 2302 0006 198.24 SM 1303 215.69 F M 214.04 225 CVC13 10.63

9303 7 8

2 4 0007 198.3 S M 189.881200 C CO 14.14 1304 216.32 C M 214.08 225 C VC 10 19.42 1 2 0 3 0

0304298 V 2 0008 198.5 S M 191.78 1200C CO -301 12.04 1305 222.91 C M 221.21 150 CVC8 59.55 1301 5 C

) 9 2301 m

28 h 0009 198.51 S M 191.811200 C CO 80.1 1306 227.22 SM225.32 150 C VC 13 52 NODE TABLE ABBREVIATIONS t

1308 0 a 3 P

1 C 222.8m 0010 198.58 SM 192.58 1200 CCO4 9.43 1307 CL215.13 150 CVC14 14.87 V 0 P 5 0011 200.41 S M 198.35 225 CVC32 13.89 1308 220.91 S M 218.91 300 CVC185 79.65 A 1 MANHOLE FUNCTION

R t

1 1305 K T 3 a E P C E 0012200.33 S M 197.91 225 C VC 58 25 1309 214.29 CM210.62 450 C VC 23 40.36 R 1303 TR 1310 E P 1

S 4 F Foul T Transition 1 S lo C 0 0013 199.25 S M 197.48 225 CVC 5.1 1310 S Q 217.78 225 CVC8 23.43 C t V H 1 T E T 4 5 R 4

N 5 2 O C 2

E 3 LB

3 2 S Surface O Overflow

T El 0 0 N V 0014 S J 1200 C CO 27.17 1311 C3 100 C VC 1.28

E 3 2 0 V 2 3 Sub Sta R C 5 5

1 T 1307 1

7 C Combined U Unspecified 2 0 h

S V Pat 0015 199.18 F M 197.11 150 CVC 35.35 1312 CJ

3 3 C

Y 13022

0 2

E 1

5 L 0016 F M 300 CVC 30.53 1401 239.93 FM236.45 225 CVC13 34 1 1 4 E 5 1 IT 0 C H 3 V T 0017198.89 S M 197.04 225 CVC9 24.5 1402 234.85 F M 233.91 225 CVC208 58.18 V2 E

W 5 2 C E MANHOLE / NODE TYPE 4 1304 R

1 2 T

2 1 S 3 0018 199.43 SM193.36 1200 CCO46 34.18 1403234.03 C M 231.47 150 C VC 18 35.85 214.3m 2 TH 2 U 5 M Manhole Z Ghost in Rising Main 1309 4 O 0019 SM 1200 CO 14.61 1404 SM 300 CVC 39.01 V S

0 0020 S M 1200 CO 10.28 1405 234.69 SM233.84 450 C CO 303 63.56 J Junction C Cascade 2 1202

1 L P 3

3 a ath

2 4 2 n 3 e 0021 SM 1200 CO 25.31 2101 207.68 C M 450 CVC 23.02 L Lamphole Y Gulley 5 3 s 0 3 id 0303 V 4 1 e 5 C C lo 0023 F M 300 VC 13.16 2102 205.32 SM203 150 CVC37 20.52 H Hatchbox E Ejector 0 s V e

1 C 0024 FM 300 VC 9.69 2103 205.29 S M 202.44 150 C VC 35 62.29 300 VC R Rodding Eye O Oil Injector 3 3 3 K 6 C O 0101 200.08 FM 225 VC 8.36 2104 206.74 CM203.05 450 CVC35 159.77 L 9 F Outfall I Inlet 0201 1206L B 8 A 7 1201 N 6 0102 199 S M 2105 SQ200.68 100 C VC 38 62.24 E 7 V Combined Sewer B Hydrobrake 2 S 216.5m

ID 7

3 E

9 0103 199.89 F M 198.21 225 C33VC 11.18 2201 S F 208.87 225 CVC24 2.38 3 4

R 1 Overflow T Vent Column 8 4 O 2 5 A 1 0 D 0104 S M 18.96 2202 SM208.91 450 CCO185 7.39 7 ( B L V M E L A C X S 6 O N P Pumping Station X Valve A E 1205 C E N L Y K S 0105 SM 38.62 2203 C M 208.77 225 C VC 4 4.08

C ) K 5

9 S 2 IDE

1 3 H E 5 3 IT 7 S Soakaway U Unspecified E 1207 S 4 0 S E I RO 0106 S M 31.92 2301 CM 100 CVC 6.18 V J D T C E A th C E 1209 Pa R C D D Dual Function Q Expediency Node H 1 0107 SM 27.34 2302 CM 100 C VC 21.32

O 4 9

0 O R 2 O U 5 3 L 1 R 0 Manhole G Ghost L A 5 T Y D 0 C 0108 FM 225 VC 19 2303 C Q 100 CVC 3.81 A O 3 V

V 5 O (to allow pipe bends)

9 6 C C W Treatment Works

E 0 1 5 1

4 0109 F M 300 VC 27.15 2304 CQ 100 CVC 7.83

3 4 N 3

5 2202

U 4 8 B

5 2

E L Piper Hollin 3

0 1203 O

5 C 0110 SM 1200 CO 9.61 2305 C M 100 C VC 16.86

3 2201

V V 3

0202 K 3 3

C 6 5 12042 2 1 210.0m 2 0201 F L 206.75 150 C41VC 42.64 2401 240.54 FM238.22 150 CVC63 18.87 C 2203 SEWER SHAPE V Piper Hollin Bungalow

3 5 0202 207.55 F M 2402 247.14 FM243.21 150 C VC -50 64.62

5 2 Path

5 3

3 2 6

2 C Circular T Trapezoidal 7

1 0301 219.28 C M 215.28 450 CVC25 58.9 2403 248.12 F M 243.85 150 CVC68 43.08 5 1 12083 36 0302 218.66 S M 213.75 375 CVC4527.46 2404 240.51 SM236.92 300 CVC 18.87 E Egg A Arch 3 8 Reservoir 4 1 0303 212.81 F M 2405 C M 100 C VC 14.69 5 3 O Oval B Barrel 0 3a 212.2m

V 4 C 5 0304 C L 212.95 450 C VC 26 61.07 2406 247.1 SM243.15 375 CVC49 61.1 F Flat Top H Horseshoe 7 Sykeside

13 Country House Hotel 0401 231.14 C M 229.46 150 CVC8 39.2 2407 248.1 SM243.8 375 C VC 74 47.42 R Rectangular U Unspecified

6 1 7

6 2 7 3 R 0402 228.71 F M 226.42 150 CVC1931.62 2408 C Q 7 4 AWTE S Square NSTAL 2101 L ROA

6 1 4 D 0403 219.67 S M 214.31 375 C53VC 28.32 3001 CV198.48 450 CVC9 54.69

5 5 5 6 0 5 1 5 C 0 V 3 2104 -2 7 V 0404 222.96 S M 216.76 300 CVC1112.81 3001 C V 198.79 450 CVC 2.34 6 1 3 C

3 0 t 5

1 o 7 4 6 5 l 3 P 3 SEWER MATERIAL 3 5 1103 1 0405 226.51 S M 224.12 300 C VC 9 24.41 3002 197.26 CM187.29 525 C CO 51.97 5 2102 2 205.0m 3 S E 0104 3 6 D l 2 S 3 u 0406 226.83 S M 224.74 300 CVC105.83 3003 197.56 SM196.08 150 CVC593 17.8 3 7 b AC Asbestos Cement 7 3 1 S 2 C t 1 206.5m 21 9 38 a 5

3 V 0 0407 228.74 S M 226.77 225 C VC 18 31.4 3004 197.41 S M 195.81 150 C VC 14 13.04

6 1 8 D 1 9 5 ROA BR Brick 6 V GDEN

1 39 2 C SLIN

9 HA

6 5 2 4 9111 2 SYKE SIDE 0408 221.92 S M 217.37 300 CVC8534.83 3005 197.62 SM194.8 375 CCO-54 52.92 17 CI Cast Iron

4 2103

59 3 1 0 1104 2

2 3 1 6 55 8 0409 223.44 S M 218.44 300 C VC 16 13.89 3006 198 S M 195.65 150 CVC26 9.85

1 l SI Spun (Grey) Iron 3 5

1 3

5 0105 1 C 7 1 5 7 1 0410 220.32 F M 217.82 225 CVC8 19.8 3007 197.56 CM187.44 525 C CO 156 21.84 7 1 V

3 D 5 CO Concrete 7 3 1

A 2 5 0411 226.51 F M 224.71 225 C VC 6 21.47 3008 197.45 CM192.49 450 CVC2 12.37

O 2 8 3 9 0 1 0 3 El Sub Sta R V CS Concrete Segments (Bolted) 1 2 0108 9 S C 0412 C Q 224.24 225 CVC8 39.82 3009 201.46 S M 199.05 150 C VC 12 41.4 2 F 1 IE D 0 9 L T D L EN 0 S 2 CS Concrete Segments (Unbolted) R 8 IE PM 0413 S Q 215.56 375 C VC 12 14.21 3010 SG 450 CVC 18.03 D F C LO

C 5 S 2 L E

5 20 IT 7 1 0101 V IL V 4 M E O E

5 DE ) D CC Concrete Box Culvert

5 01034 0 SI IL 0414 F Q 221.31 150 CVC6 21.47 3011 S Q 195.27 450 CCO29 10.44 L 2 5 KE NC 1 SY U O 5 2 CO 3 6 2 Y C 3 2 NT 1001 194.57 F M 192.41 300 C VC 100 61.29 3012 SQ 150 C VC 18.97 DI Ductile Iron 0 2 43 5 1105 U K 1 2 V O

0 C

5 C E G

22 4 4 R V 2 4 1 I 5 SH 4 A 1002 196.5 F M 191.79 300 CVC 16.4 3401 251.41 FM248.24 150 CVC113 40.8 GR Glass Reinforced Concrete

C 5 2 1 0 1102 A

1 3 C 5 T

4 N 0 V 6 0

LA E

6 5 0102 C ( 2105

4 4 2 V 4

0 49 C 1003 194.19 S M 192.92 300 C95VC 9.49 3402 252.46 F M 250.52 150 C VC 14 36.06 GR Glass Reinforced Plastic 6

4 1101 47 8 0110 C 3 1004 194.5 S M 192.22 900 C CO 33.24 3403 252.18 FM247.87 150 CVC92 59.94 PS Plastic / Steel Composite

5 5

0020 0 2 1 5 1100 F Q 150 VC 85.09 3404 249.54 F M 244.44 150 CVC33 19.42 1 2 2 0 PV Polyvinyl Chloride 110 2 0 0 0003 V 0 0019 0004 C 1101 198.58 F M 196.44 300 C VC 14 55.95 3405 251.45 SM248.2 300 C VC 134 49.41

0000 C 0024 PE Polyethylene 5 O 4 0021 CO 6 0 1102 199.68 F M 197.67 150 CVC7 7.62 3406 252.42 SM250.53 150 CVC16 44.38

0023 5

3 5 4 RP Reinforced Plastic Matrix

0 4 4 56

0 5 5 3 6 A 11 V 0 1103 203.49 F M 201.47 225 C15VC 16.64 3407 252.17 S M 247.82 300 C VC 90 52.84 15 C 7

0005 0 ST Steel 5 8 V 0018 8 ) 1104 202.13 F M 200.31 225 CVC15 31.3 3408 249.55 SM244.45 375 CVC37 23.71 C m

(u 5 0017 0002 8 VC Vitrified Clay (All Clayware) 3009 th 5 VC 0016 a 22 9 P 1105 F Q 197.87 150 CVC6410.82 4001 198.49 S M 195.77 375 CCO51 52.09 30 0 0 0 PP Polypropylene C 1 V V 20 C C 1201 212.63 C M 208.82 450 C VC 37.01 4002 196.94 SM194.73 375 C CO 15 29.83 0 0 C 15 O O

O PF Pitch Fibre

2 0 C 0006 0012 1202 215.42 C M 212.22 300 CVC8 26.87 4003 194.97 SM 0010 0 1 0 5 9 3001 0 MA Masonry - In Regular Courses 2 1203 209.47 C M 207.68 225 C4VC 6.12 4401 250.84 F M 248.64 150 CVC132 51.62

0015 1 V

9 2 5 C MA Masonry - Randomly Coursed 0007 O C V 4 1204 209 C M 206.3 225 CVC 14.87 4402 250.79 S M 248.7 225 C VC 94 23.43 V 5 C C 0011 25 1001 0 0 2 1205 S M 209 450 CCO 201 26.09 4403 SQ248.45 300 CVC107 23.43 U Unspecified V 4003 0 C 4001 2 0014 1 3006 6 O 45 A 5 75 C 3 0 375 CO 3 0 3012 VC 0 1 0013 5 V 1003 0 C C O O V 3008 5 C C C 7 3 This plan is based upon the Ordnance Survey map 00 V 0 3 3003 3011 0 1004 with the sanction of the Controller of H.M.Stationary Office. 2 0009 3002 4002 1 15 0 3005 C 9 Unauthorised reproduction infringes copyright. VC C V V 0008 0 Superstore 0 0 0 15 1 1002 C 5 Crown Copyright preserved. 200 CO 3004 4 CO 0001 O 525 4913 300 VC 3904 3007 1 3 VC 2 00 1907 300 4907 0 V 2 0 5 2 M 150 VC C 9 2 1500 CO C 5 00 5 A O N 1906 6 C C V O C O C 0 CO 0 4915 1912 4908 150 H 0 VC OS Sheet No: SD7922SW Scale 1:1250 Date: 26-Mar-2013 138 Nodes OS Sheet No: SD7922SW Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

PUMPING MAIN

193.5m 9505 Tanks 8503 HIGHWAY DRAIN SLUDGE MAIN 30 O 0 C V ABANDONED 5 C 37 T-JUNCTION 8404 SITE TERMINATION

(SADDLE) 2 8 0 9401 AIRVALVE LAMP HOLE FS CASCADE OIL INTERCEPTOR Issues CONTROL KIOSK PENSTOCK C V O 0 C 0 5 CONTROL VALVE PUMP 3 7 3 EXTENT OF SURVEY RODDING EYE

8406

2 FLOW METER SEA OUTFALL 9 0

GULLEY SOAKAWAY

C 2 9

V 6 5 HATCHBOX SUMMIT NODE 8401 7 195.4m 3 HEAD OF SYSTEM TUMBLING BAY

Spring 8405

3 0 HEADWALL UNSPECIFIED 150 VC 4 84078403 HYDROBRAKE VALVE DS P INLET VALVE CHAMBER a th 150 VC ( u m INSPECTION CHAMBER WASHOUT ) 8402 GHOST NODE (inc. GN - Rising Main & GN - Dual Function) Spring EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC)

BIFURCATION DROPSHAFT

CATCHPIT FLOW CONTROL C Lower Pike V SCREEN CHAMBER 5 CHAMBER 2 POWERED 2 CONTAMINATED SCREEN CHAMBER Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant

All Saints 197.6m Catholic Language College, Rossendale (Secondary School) NODE TABLE ABBREVIATIONS

MANHOLE FUNCTION 7301 F Foul T Transition Spring Lower S Surface O Overflow Pike Law D A C Combined U Unspecified O 1 R t N lo E P D th G a P IN L MANHOLE / NODE TYPE S A H M Manhole Z Ghost in Rising Main

E J Junction C Cascade TL L Lamphole Y Gulley H Hatchbox E Ejector

200.0m C R Rodding Eye O Oil Injector ) V m u 5 ( 2 F Outfall I Inlet th a 2 P V Combined Sewer B Hydrobrake

h at P Overflow T Vent Column Refno Cover FuncTypeInvertSize.xSize.y ShapeMatlGrad Length Water P Pumping Station X Valve

t P h S Soakaway U Unspecified a

( t u h

m 5101 SM 225C VC 44.55 (u ) m D Dual Function Q Expediency Node r ) lte e 6201 201.65 S M 200.62 225C VC 43 182.44 h S Manhole G Ghost 7301 197.77 S M 196.4 225 C VC 45 114.87 (to allow pipe bends) 8401 195.4 FM190.93 375 CVC75 33.97 W Treatment Works 8402 192.39 F M191.1 150 C VC 919 18.38 8403 192.39 FM191.99 100 CVC19 9.9 SEWER SHAPE

Langwood 8404 194.15 F M190.16 375 C CO 55.8 8405 195.4 S M 193.84 300 CVC48 104.35 C Circular T Trapezoidal Issues 202.7m 6201 8406 F Q 190.48 375 CCO109 32.56 E Egg A Arch 8407 F Q 191.47 150 C VC 33 11.31 O Oval B Barrel 9401 SF F Flat Top H Horseshoe

225 VC R Rectangular U Unspecified Tank S Square

Path (um) 5101 SEWER MATERIAL 205.0m AC Asbestos Cement Langwood Brook BR Brick Lockgate Barn CI Cast Iron SI Spun (Grey) Iron CO Concrete CS Concrete Segments (Bolted) CS Concrete Segments (Unbolted) CC Concrete Box Culvert DI Ductile Iron GR Glass Reinforced Concrete GR Glass Reinforced Plastic Weir PS Plastic / Steel Composite PV Polyvinyl Chloride PE Polyethylene RP Reinforced Plastic Matrix ST Steel VC Vitrified Clay (All Clayware) PP Polypropylene

2 8 PF Pitch Fibre 6 A MA Masonry - In Regular Courses MA Masonry - Randomly Coursed

03 U Unspecified A 56

This plan is based upon the Ordnance Survey map A 56 with the sanction of the Controller of H.M.Stationary Office. Lan g Unauthorised reproduction infringes copyright. Crown Copyright preserved.

A 56

150 VC 225 VC 4915 OS Sheet No: SD7922SE Scale 1:1250 Date: 26-Mar-2013 11 Nodes OS Sheet No: SD7922SE Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY yp y p g yp y p g MANHOLE FOUL SURFACE COMBINED DUAL 0001 F L 188.98 300 CVC12 47.54 1327 SQ 225VC 20 SIDE ENTRY 0002 187.43 F M185.12 300 C VC 15.52 1329 S Q 225 VC 21.26 MANHOLE 0003 F M 300 C VC 28.46 1330 F Q 86.08 225C VC 17.03 FOUL SURFACE COMBINED 0004 S M 225 CVC 23.71 1331 FQ172.11 225 CVC11 PUBLIC MAIN 0005186.06 S M 184.52 225 C VC 32.14 1332 F Q 174.01 225 CVC18 32.56 PRIVATE MAIN 0006 191.82 S M 190.26 225 CVC10 58.69 1333 FQ86.03 150 C VC 4.47 0007 192.37 F M 190 300 CVC 32.06 1401 S L 225 VC 16.4 SECTION 104

e e s V n 5 1 t 2 r 0008 192.4 S M 190.77 225 C VC 17 8.25 1402 174.79 FM 225 CVC 18.87 PUMPING MAIN 95122 e

2 0009 191.17 FM189.81 100 CVC 19.65 1403 SL 225 VC 40.76

7 2 4 177.5m 1 9 HIGHWAY DRAIN 1 5 3 1 V 0101 CM 225 C VC 38.01 1404 175.81 F M 172.97 225 CVC18 21.84

M C SLUDGE MAIN

L T 0 E E 9 RE 0102 C M 225 VC 11.18 1405 FM 225 VC 7.62 ST 0413 ABANDONED 0200 190.14 FM187.67 225 CVC36 46.82 1406 174.56 C M 170.8 600 CCO 9.43 1407

T-JUNCTION

LB 1 4 0201 C M 225 VC 7.62 1407 OF SITE TERMINATION

0412 (SADDLE)

1 h 8 0409 t

Pa 2

0 P

C 2 2 a 0202 187.69 FM184.23 225 CVC 40.32 1408 FQ 225 C VC 7.62 V 8 t AIRVALVE LAMP HOLE 2 0410 h 00 (u 1 5 1 m 0421 6 0 ) 0203 189.11 SM187.71 225 CVC16 17 1409 S Q 176.68 225 CVC10 17.2 V 1 CASCADE 0423 VC 0 OIL INTERCEPTOR 0 C 0417 0406 1 25 0 B 2 R V C O 0204 188.68 F D 185 225 C VC 41 31.83 1451 174.98 CM171.05 600 CCO86 19.85 C C A CONTROL KIOSK PENSTOCK V O 9 D 5 7 3 2 0408 0416 LE 2 9 Y 0205 FQ187.41 225 CVC24 47.43 2000 172.41 F M 169.5 225 CVC68 15.06

0422 Garage S CONTROL VALVE PUMP

P T

0 l R 8 o E 9406 0404 t 5 E 0206 187.84 S M 186.66 100 C VC -16 7.07 2001 176.69 FM173.58 225 CVC64 34.06 S T 0405 EXTENT OF SURVEY RODDING EYE 17 p S a IT r 2 E 0207 SL186.13 225 CVC-7 5.1 2002 170.58 FM167.74 225 C VC 21.73

0411 4 FLOW METER SEA OUTFALL 1 2 6 2408 3 178.9m 0 0208 187.62 FM185.34 225 CVC62 9.85 2003 C M 225 CVC 21.47 0175.9m GULLEY SOAKAWAY C H 7

1405 o B 0209 190.81 F M 189.21 225 C VC 36 53.01 2004 171.7 FM168.99 225 C VC 61 16.55

8 O lm

7 0402 R 2 150 0407 2 e f O 1 HATCHBOX SUMMIT NODE VC ie ld 2407 A 0210 192.4 FM190.53 225 C VC 39 51.31 2005 S G 825 CO 15.62 0403 1403 D V 2 225 1404 1 L 1 C 1 HEAD OF SYSTEM TUMBLING BAY 2 5 E 600 1408 Depot 0 5 Y 0211 188.68 S D 2006 SG 825 CO 32.02 V V S C C T HEADWALL UNSPECIFIED C 1 R

9 2 3 0212 SQ187.11 100 VC 8.25 2007 170.97 FM168.02 225 CVC 19.8 O 1 E 2 E

0401 5 T 2409 HYDROBRAKE VALVE

PR 4

6 0300 190.69 SM189.21 225 C VC 62 93.23 2008 171.47 F M 168.66 225 C VC 68 61.86

7 O e 2 1451 C

ov INLET VALVE CHAMBER

SPEC 90414 r 2 2401 1 G 1 C 0301 190.9 S M 189.42 225 CVC 23.6 2009 171.07 FM168.16 225 CVC103 12.37 y Iv S V T 2405 0 INSPECTION CHAMBER WASHOUT 0400 6 J 5 0302 FL 225 VC 48.01 2010 F L 225 CVC 9.43 T 0 Holmefield1402 1401 A 1

a 0 House

2 4

9 2406

R E 1

1 2 C S 1 0303 187.89 S M 186.4 250 CVC10 8.94 2011 171.94 FM168.42 225 C VC 212 12.73 GHOST NODE (inc. GN - Rising Main & GN - Dual Function) O 5 O C 174.6m V 1 A 5 R 14092 D V 22 O 2

C W 5 0 2400 0304 189.89 FM188.48 150 CVC 6.71 2012 173.25 FM169.67 300 CVC80 48.26 EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC)

1 1406 1

1 6 V

0 Works C 225 VC V 2 T 2402 0305 186.15 SM184.54 225 CVC11 10 2013 170.65 S M 168.61 225 C VC 194 31.06

C E BIFURCATION DROPSHAFT

1306 E 3

1 e R 0306 184.25 S M 182.67 225 C VC 14 32.65 2014 171.79 FM168.71 225 CVC50 13.04 2 v 6 2306 T 9306 ro 0 1321 S C Cemetery 2 White G 0 8 C V 2 CATCHPIT FLOW CONTROL 0 h 0306 s Lion C V 0307 FL175.88 150 CVC17 32.56 2015 176.11 S M 173.01 485 320 37.54 0 A O 1312 S 5 2304 6 2 SCREEN CHAMBER Hotel 5 E

V 2 M 2 L 13 2 2 A CHAMBER

C (PH) A R 0308 176.33 S M 174.81 225 C VC 22 30.53 2016 FL 225 CVC 12.73 POWERED

1 1311 J 2 K 0313 6 T 8

0 5 1327 S CONTAMINATED SCREEN CHAMBER

1309 7 H C 0 1

C I 0309 SJ 225 C VC 13.45 2017 170.92 SM169.05 600 1300C CO 43.97 Note - ALL flow direction arrows are BLUE - colour not significant L V 1 SURFACE WATER STATIC 185.9m O L

1310 5

6 1322 2 0311 SG 63.53 2018 C Q 166.99 600 CCO57 12.53 6 6 n 1329 0 1323 a 2

0305 L 3 1333 0

5 l 2 C 1 V C 2 i 7 1 H 0312 S Q 185.51 225 CVC11 8.94 2019 SG 825 C CO 26.08 O 2 5 B k 1330 U 5 r

1308 2 1304 a 2303 L 2 R V 9

6N 1320 C 0313 S Q 183.61 200 C VC 11 10.05 2020 C Q 166.77 750 CCO21 15.3

8 0L 4 0312 5 9 0E Y

1307 T 2 C C 2 OR E 2 1303 O 1313 V Chapel 0400 175.05 FM172.74 225 CVC6 7.81 2021 FQ168.36 150 C VC 236 14.14 NODE TABLE ABBREVIATIONS E 5 C 6 A 3 C R V 0 D 5 V 0303 T C V 1305 0 2 S 5 C 1319 2 0401 175.13 C M 171.07 600 CCO-671 6.71 2022 169.83 CM166.76 600 CCO101 15.13 1 5 O 2 E 2 150 VC 2 F 2 Works C F 2 1318 172.9m 4300

3 V I 25 0402 175.55 C M 171.3 600 CCO90 18.03 2023 C Q 166.61 450 CCO307 21.49

8 1 L 3 1V MANHOLE FUNCTION 5 K C 6 2302 0304 3 2 C 2 C C 0 7 05 2 V 2 O V 0 C 0403 178.51F M 176.92 225 CVC 52.8 2024 FQ168.61 225 C VC -68 9.49 5 5 R C 1302 2 T 5 C V

V 2 0309 0302 V 1301 E 2 O 5

1 5 2 F Foul T Transition

C 4 E 2 4 0404 FL173.48 225 C VC 5 6.32 2025 S Q 168.45 100 CVC345 31.02 2 T R 2 195.0m

2191.2m 2 E T

2 2 5 V 6 E 1326S 1331 C R 2301 189.0m O 0405 176.01C M 171.59 600 CCO66 17.89 2026 FM 225 C VC 17.82 S Surface O Overflow 3 0308 T S C 2 1315 0 1332 S T 1316 60 4 R 0301 1 R E 0406 173.4 F M 172.58 150 C VC 8.25 2027 FJ 225 CVC 20.51 C Combined U Unspecified B 3 O 3301

1 L O

6 6 2 Y R 0407 178.89S M 225 VC 5.1 2028 C M 150 CVC 30.07 A 1325 0 P T 0 60

r 2305 0 o 26 C s C C O 0300 p 0408 177.2 F M 174.64 225 CVC 17 2029 C V 167.35 300 C CO 34 12.25 e O 173.2m c 0 V MANHOLE / NODE TYPE t 5 H 184.3m i 1 1300 0409 176.56 CM171.96 600 C CO 16.55 2029 C V 167.5 700 CCO20 14.53 4 ll 4 0307 O 3 2300 C 0410 CV 225 VC 2.66 2030 FJ 150 C VC 17.4 M Manhole Z Ghost in Rising Main 1 1314 0 3300

Lodge 60

0205 4 600 0411 S J 225 VC 83.07 2101 S F J Junction C Cascade

1 4 7 0210 2 Depot T C E 0412 176.79 F M 174.69 150 CVC 2.83 2102 172.52 C M 168.07 900 CCO374 22.47 L Lamphole Y Gulley E B O TR E 2251 3200 8 E S 180.4m 1 0413 177.34 F M 175.85 225 C VC 22 24.19 2103 CM 300 CVC 20.12 H Hatchbox E Ejector C N El Sub Sta H 2 C 1 O V Y 6 2204 4 0414 SL 225 CVC 27.29 2104 172.18 S M S N 0 T E 0 0 4204 R Rodding Eye O Oil Injector R K 3 0 Y War 2 2205 o E 2 2 u 0415 O G 225 VC 6.32 2105 F Q 375 VC 16.49 E C th Memorial

2 5 Sunny B 2 F Outfall I Inlet &

T O 8 5

V 1202 C C 2 V o V C 172.1m 25 m 0416 F J 225 C VC 8.06 2106 FQ 225 VC 18.36 2 2 R C m O V Combined Sewer B Hydrobrake 2 u O 5 2218 n C it y S 0417 FJ 600 CCO 8.54 2107 S F V 1206 0 C E

189.9m 1 0 Overflow 1201 e

C 1 Club 0 1 T Vent Column 2203 2202 n tr 6 e B 0418 S G 50.96 2108 172.16 F M 169.52 225 CVC 18.36 0208 2 0206 Roselands A 2 N P Pumping Station X Valve

C K 5201 0419 SG 41.77 2109 C Q 168.34 810 C CO -52 18.68 0207 (Home for the aged)

8 o

2216 V 1 1200 rn M K S Soakaway U Unspecified

0209 i C 9 i n ll g 0212 L fi 0420 SG 49.98 2110 F L 168.51 225 VC -89 8.94 T a sh ne e 0204 E P r 2209 C L C D Dual Function Q Expediency Node E 0211 e V O n L 0421 FQ 150 VC 3.16 2111 172.43 F M 169.06 300 CVC128 19.22 1 R t C T r i e m Mortuary

T 5

V 1 F 2206

C 3 Manhole

S 2 L y 2 G Ghost 5 2 A 0422 FQ 150 VC 9.49 2113 F Q 225 C VC 22.72 W 2 T V 196.1m 4203 5 O 2 D 2 1 a - (to allow pipe bends) L 2 8 7 2215t C W Treatment Works e 0423 F Q 177.25 100 C VC 30 24.6 2114 F M 300 CVC 44.2 E 5 9 3 r 4202

I 0 3 0

V 1203 9 F C 2210 C 0

N 60 6 1000 SM 225 CVC 32.76 2115 172.4 F M 168.8 300 C VC 16.76 V 1 to 8 0203 E C Plot 1 2 E C 5 O 2 R V 2 8 5 2 3 1001 F M 300 CVC 18.03 2119 172.06 C M 168.7 900 CCO 13.34 2 2254 H C 4206 G 5 V SEWER SHAPE V Prospect u Hurstcroft 2 4 2208 r 5 C 1 0202 Car Park s 2 O t 2 1002 170.15 C M 167.6 450 C VC 30.36 2121 F J 300 VC 26.68 View 1 C d 2 4201 5 0 60 a 4 2212 le 2 189.3m 2 H 1003 S F 2123 171.83 C M 169.08 450 CVC 318 12.73 C Circular T Trapezoidal 5 2217 o ft 4207 V 2213 u ro C s tc 2

e rs 1 Hu 1004 OF 2151 172.45 C M 168.15 900 C CO 679 33.97 E Egg A Arch

29 1207 C

1 0201

V m 2 5 9 2214 . 9 4200 4205 0 0 1005 C Q 450 CVC 13.04 2153 172.94 C M 167.98 800 C DI -49 17.72 O Oval B Barrel 9

0 2211 1 0200 21042

1 3 C

t 1101 F L 225 VC 11.66 2201 S G 23.19 F Flat Top H Horseshoe

V 4 1 E

1102 8 2

2151 0101 3 TCB N 1 4118A 6 W 9 5 T L 2 H C 7 1102 179.67 F M 2202 172.32 S M 171.11 150 C VC 7.62 IT E T R Rectangular U Unspecified S V T 3

E R L 6 E R Market U C

1108 1110 H 5 S 1 T C V 1103178.91 F M 300 C VC 51.66 2203 172.04 C M 168.48 900 C CO 202 62.59 T 2

R S V O 1 S Square

E 1 0 2

2 8 1 C

E 5 172.3m T 5 S 5 4117 . 5 2 T 7m I 1122 2 2 0 E 1104C M 900 CO 12 2204 172.36 F M 170.11 225 CVC4215.81

T 1

5 0 1

2 2 E 2 2 7 9 3 0102 V 2 R C

C 5C U PH R 1

V 4 T

V V C 9 1105F M 300 VC 8.06 2205 172.21 F M 169.73 225 CVC 8.6

1119 2 5 C 5 S

2 2 Corporation 1 SEWER MATERIAL N 2 2 C 4 V T 1106 FM 150 CVC 3.61 2206 172.58 S M 170.88 150 C VC 8.94 1 9 0 Street O E I 0 6 2102 C

1114 3 4132 1

1101 5 1 C E N 6 3115 3108 V

R U 1107 SF 2207 S G 67.01

1112 V

7 AC Asbestos Cement

O 5 1

PH T 7 C

11232 5 1 C 2

5 T S

V 2 2 C 2 1113 5 0 2 3109 E 1108 186.16 FM 184.74 225 C VC -228 11.4 2208 173.94 S M 170.42 600 CCO 25.96

1 2103 2114 V 2

0 0 BR Brick E 2 4 2 9 5 D 0 5 C R 2107 2 A V 1 31121 3 1111 C 1109 Rawtenstall 2 V T 1 1109 188.77 FM186.72 225 CVC 7.28 2209 175.6 S M 173.39 600 CCO9 25.24 E

LB 1 5 C S CI Cast Iron 2121 0 The 2 H 4115 2153 Bridge TCB 1 E - 4116 3113 V C 2 Chapel 4131 1110 184.12 F M 182.22 225 C VC 142 24.19 2210 S Q 150 VC 8.94 1

T 3107 5 W

3 V I 2 I s SI Spun (Grey) Iron G C 2 A t R 0 2105 4 EEN 5 2 H S 0 o TR C D 3 5 4113 E l E 2 H T 0 75 3103 V 3106 1 to 10 1111 184.43 FM183.03 150 C18VC 8.6 2211 S J 225 VC 8.06 V 3116 2 P 1124 1121 V Car Park W 0 C S 4112 0 V 5

2 2 4108 9 6 m 5104 CO Concrete 1106 0 0 3 K 1 8 7 2 C 5 3102 50 4109 . 4114 3 8 C B C R N 4128 V H 5 1112 185.69 F M 184.93 225 CVC7213.6 2212 C J 375 CVC 44.28 V 3110 2 300 4 8 3119 A 3 O 2101 0 0 1 7 0 V 1 0 3 C R CS Concrete Segments (Bolted) 2115 4111 L 2109 3 0 C 1105 3105 C 4130 M 1113 184.91 FM182.54 150 C VC -12 3 2213 S Q 225 C VC 7.07 O 0 V 15 3 0 V

1117 173.5m 0 E

V 0 C 2

1 C V 4127 C 5 2 Sluice CS Concrete Segments (Unbolted) S C 40 4126 2 2 1114 184.48 F M 181.93 225 CVC-7 33.54 2214 S F 0 3 NE 4121 3 4107 5

1r W 2 2 S C 0

1 2111

178.7m e 0 172.4m HU 3117 48 4120 V 4 t 9 R 3101 8

C T C 0 V 1103 a C2123 Car Park H R 4122 4110 CC Concrete Box Culvert C

O Weir R 1115 F M 300 C VC 37.8 2215 S F

W V 2108 AD 4135 V 0 8 3 4124

3100 0 E 0 y 0 8 0 4101 3 5 V 300 4104 C m 176.3m V E

i C C 1 PH DI Ductile Iron L 4 T 1117 S F 2216 S F E 3 58 4106 5100 T O C E 00 VC 4105 C 62 V 1 R 00 V 3 C 2119 T 3 0 5 1 2113 2 0 2 S VC D 0 2 GR Glass Reinforced Concrete A 2 5 3 1118 SG 14.56 2217 S F O 0 2106 W 5 Tup Bridge 3114 3118 0 2

1115 R LO 2 183.4m 2 6 V

D C 9 2110 R 5 3

L V A 8 E Day Centre 1119 F Q 184.79 225 VC 11.31 2218 C J 600 CCO 9.43 GR Glass Reinforced Plastic

1 C N

B 8 41332 C O 5 0 2 1104 1 A 5 4119 43 30 V 1 0 VC

37 0 N 2 L 4102 4129

E 3 H

0 9 3111 5 D 9 1120 S G 30.08 2251 172.13 C M 169.02 600 CCO 18.25 7 5 PS Plastic / Steel Composite

0 9 6 K 3 I

G 1107 Y 1 G 4103 41 0 C N 225 VC

I A A 2 3012 H L B B 2 4125 S V 2 2 W 1121 FQ 225 VC 8.54 2253 CG 375 C VC 33.14 9 1001 R 2 E A 3013 PV Polyvinyl Chloride

C 9 5 5

R H I 0 7 5 C S 2024

G V ' 8 0 2027 V 22 0 1005 H 5 VC 4007 4004 3 Y 1122 FQ179.47 225 CVC6 11.66 2254 172.12 CM 168.8 375 CVC 4.12 D C A M PE Polyethylene 0003 T R O 1 9 R I VC A 3014 43 3 4005 E L C 185.1m S T V C A 3019 L 1123 F Q 182.79 225 C-7VC 3.16 2300 172.34 C M 169.12 600 C CO 231 16.16 0 M 0 0 2013 T G

0002 3 C LL 1000 2014 I 1 RP Reinforced Plastic Matrix R M 3015 V T 2 V C S 4003 V 45 2 E T 5 S 2 T 5 5 2 5 E E B 1124 F Q 150 VC 3.61 2301 172.76 C M 169.29 600 C CO 224 33.54

7 A 4 C 2 E 2 R 2 V 2 2 T A ST Steel

0 V 2 L R E 2 30 2 5 N

T 9 C D 1002 2012 4 C 2 V E 1 2 S K 0 1 1200 SL184.89 225 C VC 17 2302 173.46 F M 170.66 225 C VC 35 21.93 VC 5 E V T

225 0 2 0001 8 3 5

R VC Vitrified Clay (All Clayware) L 9 4 C 1

L 2011 S V

C 2 V 9

0007 300 V 5 17

9 0004 A B 0005 6 T C 1201 173.86 F M 171.06 300 CVC3051.09 2303 F L 225 CVC 20.25 H 2 C 0 R 2021 A 5 PP Polypropylene 9014 C E 3011 5 V V N

22 E 8

C 225 VC 1 D K 1202 FL 150 VC 10.05 2304 178.64 F M 175.71 225 C VC 12 19.24 192.0m 1 S GRA T 8 NGE TERRACE 0 E 7 Posts PF Pitch Fibre

0 N 1

2 1203 F J 225 C VC 12.08 2305 173.36 S M

A 1

7 2009 3 V

L 3 8 0006 1

C 0

1 MA Masonry - In Regular Courses

E 4006 C 1 0 4002 0 150 VC B

K 4 0008 2 0 A 2 1204 SG 19.1 2306 176.46 S M 174.85 225 CVC 20

V C a 2

2 8

4 l 1 S 1 V

0 3 d 1

2 2008

A 4 2028 1

3 S 5 3009 5 w T

2025 C 8 3 2 MA Masonry - Randomly Coursed B 2 1 0 O

2 i a 1 1205 SG 33.97 2400 F L 225 C VC 2.19 V n 0 4019 0 U 2 ' 4010 s 2 0 P

1 0 B V 1 2 A

1 V 2 U Unspecified 0009 u H 2 1 2007 7 5 C R 1206 F Q 172.5 150 C VC 7 9.06 2401 181.06 C M 150 C VC 13.73 9 i 5 4001 2 l C 25 2020 d S A 0 0 2029 V 4011 5 2 i 1 O Car Park n T D C 5 g C 2 00 R E C 1207 F M 225 CVC 25.72 2402 178.73 F M 175.7 225 CVC9 37.86 7 s O M 2

1 V E 5

V C 3

0 2004 I 2

C E O L 2 1 0 C 2 0 5 4009 0 5 2 G 7 0 0 C L T 15 2 1300 173.87 F M 171.91 225 C VC 25 8.49 2403 S J 177.9 225 C VC 6 19.57

0 5 4016 R 1004 V V 3008 4012

3 225 VC G 1

5 2 C C 1 4015 2 6 A 6 2018 N 1301 173.28 F M 170.88 225 CVC28 22.02 2405 S M 225 VC 3.24 V 2 1 5 O 2016 T 2 2 4017 G

5 5

2003 1 3 E

C Car Park 8

2 2 0 E This plan is based upon the Ordnance Survey map

C 0 3021 3006

C 2 7 7 1302 173.89 F M 171.85 225 C VC 20 26.91 2406 C M 150 C VC 6.85

0 V

1 5

V 0 V 2 4018 A

0 6 5 1 1

5 4

T 1

2 C V

6 2 2 E C V 3020 5 with the sanction of the Controller of H.M.Stationary Office.

1 3

2015 3 0

2022 2 E V 0 E 1303 174.13F M 172.16 225 C VC 74 14.76 2407 F M 150 CVC 31.58 C 0 9 R 3003 5 VC 2 2017 22 N

2000 T 25 3004 S 0 1

3016 U

6 2 3 3 Unauthorised reproduction infringes copyright.

0 6 0 D 2 3 O

x E 1003 130 2001 O 3018 3005 1304 173.28 S M 21.63 2408 S M 150 CVC 30.51 C 0 R

Car Park (below) CO E 3007 7 2 1 175.5m Crown Copyright preserved. 0 82 M 50 3017 32 1305 172.98 C M 169.46 600 CCO228 11.4 2409 S M 150 C VC 3.03

5 C R 8 28

0 O 3002 26 4013

Posts 5 V O 4 C 12 E JHP 6 SIT N 2023 2030 225 VC T PARADE (BOYS) 0 3000 0 EAS 1306 C L 600 C CO 24.84 3000 175.61 F M 300 VC 35 2002 2 5 O 3 DAISY HILL x VC 225 VC 181.3m 1

C 2026 5 5 4000

2010

6 3001 C

2 3 1307 174.48 S M 173.43 225 CVC 21.93 3000 175.61 F M 300 VC 12.17 1

8 3

a 5 1

5 1 5 2 1

5 a

0 7 4912

4 7

6 4916

2 V c 1

5 7 C C 5 2 C 5 V 2 16 4 2 5 25 V 2 5 2914 V 1308 174.98 F M 173.26 225 CVC 5 3001 177.65 F M 174.97 225 C VC 5.83

1906 2 6 0 V V 0 2917 2 5 4917

Works 6 2 0 9 0 2916 8 C 1 3 4918 4911 5905 1 1309 FM 150 VC 17.8 3002 179.36 F M 177.35 225 CVC6 15 a C

1 a 225 VC 6 4913 4910 Car Park 2912 2910 2911 4909 225 VC 1310 174.08 F M 171.35 225 CVC77 36.77 3003 F M 300 VC 9.9 OS Sheet No: SD8123SW 1311 FL86.06 1 3004 179.8 F M 178.41 225 C VC 33 13.68 1312 173.75 C M 170.3 600 C CO 14.76 3005 177.98 F M 175.48 300 CVC 9.22 Scale 1:1250 Date: 26-Mar-2013 1313 SL 3006 179.61 F M 175.85 225 C VC 37 6.32 1314 S L 66.6 3007 F M 300 CVC 83.17 344 Nodes 1315 173.58 F M 225 VC 6.4 3008 175 F M 171.13 300 C VC 38 53.85 1316 F L 225 VC 1 3009 174.8 F M 173.9 225 CVC 39.22 Sheet 1 of 2 OS Sheet No: SD8123SW 1317 SG 6.4 3010 S G 825 CO 46.53 1318 S J 7.21 3011 179.56 F M 176.99 300 C VC 39 54.82 Scale 1:1250 Date: 26-Mar-2013 1319 172.84 C M 169.38 600 C CO 335 23.43 3012 S M 825 CO 51.66 1320 S J 225 VC 9.43 3013 172.98 F M 225 CVC 2.51 1321 SJ 225 VC 45.8 3014 F L 225 VC 3.88 1322 C J 600 CCO 19.21 3015 179.3 F M 177.39 300 C VC 121 45.88 1323 173.16 C M 169.66 600 C CO 67 11.4 3016 F Q 173.38 300 CVC6 12.37 1324 S G 74.97 3017 F Q 225 VC 5.83 1325 F Q 171.57 225 VC 26 7.81 3018 F Q 300 VC 9.49 Printed by: Jodie Lloyd 1326F Q 172.24 225 C VC 45 3019 50.15 S M 48.73 225 C 14.79 WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

PUMPING MAIN

HIGHWAY DRAIN

SLUDGE MAIN

ABANDONED T-JUNCTION SITE TERMINATION (SADDLE) AIRVALVE LAMP HOLE CASCADE OIL INTERCEPTOR CONTROL KIOSK PENSTOCK

E N CONTROL VALVE PUMP LA E EXTENT OF SURVEY RODDING EYE T A in a G r N FLOW METER SEA OUTFALL D I A W GULLEY SOAKAWAY HATCHBOX SUMMIT NODE HEAD OF SYSTEM TUMBLING BAY HEADWALL UNSPECIFIED HYDROBRAKE VALVE INLET VALVE CHAMBER INSPECTION CHAMBER WASHOUT GHOST NODE (inc. GN - Rising Main & GN - Dual Function) EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC)

BIFURCATION DROPSHAFT

P CATCHPIT FLOW CONTROL a th SCREEN CHAMBER CHAMBER POWERED CONTAMINATED SCREEN CHAMBER Sinks Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant

NODE TABLE ABBREVIATIONS E Cemetery N P A ath xxx

L Leexx Barn 3

T 7 T S rack R MANHOLE FUNCTION U Chapel Hill H View g g a r F Foul T Transition

3 y 3 v

4 1 S Surface O Overflow

200.9m 1 C Combined U Unspecified

MANHOLE / NODE TYPE 3

9 2 Waingate

9 The Manor M Manhole Z Ghost in Rising Main 7

18 5 J Junction C Cascade 3

52 14

1 L Lamphole Y Gulley

2 3 44 48 H Hatchbox E Ejector 44 46 29 42 R Rodding Eye O Oil Injector

Sunny Bank 10 Refno Cover FuncType Invert Size.xSize.y ShapeMatlGrad Length F Outfall I Inlet

Balladen Clough V Combined Sewer B Hydrobrake

2 House 5001 190.11 C M187.43 300 CVC15 58.46 Overflow T Vent Column

2 5100 CJ 300 CVC 28.28 1 P Pumping Station X Valve 5201 5101 184.27 F M181.05 225 C VC 36.06 S Soakaway U Unspecified

ENT 5102 186.52 C M 180.5 300 CVC 15.03

1 C 7 S CRE D Dual Function Q Expediency Node URST 5104 F Q 182.9 225 C VC 35

H Manhole G Ghost

1 1 5201 C M 300 VC 49.83

4203 5

1 (to allow pipe bends) 1 6001 193.6 CM190.81 300 CVC25 82.87 W Treatment Works ough en Cl Ballad 6002 S M 300 VC 191.5 7001 199.88 C M 197.3 300 C VC 17 58.24 SEWER SHAPE 7002 196.4 CM193.89 300 CVC27 82.87 AD 8001 202.41 F M 201.31 150 CVC4 6.4 C Circular T Trapezoidal RO TE GA 8002 202.44 SM E Egg A Arch AIN W 9001 SM 150 23.01 O Oval B Barrel 9002 S M 150 35.46 F Flat Top H Horseshoe 9003 FQ 150 VC 15.44 C R Rectangular U Unspecified V

5 9004 F M 150 VC 27.25 2 S Square 2 9005 FM 150 VC 31.62

P a t SEWER MATERIAL h

( u m ) AC Asbestos Cement BR Brick 2 8 20 CI Cast Iron 2 4115 6 0

31 1 1 SI Spun (Grey) Iron 5101 6 REET 5104 CO Concrete 114 WAIN H G Church ATE C

O LOS 1 E CS Concrete Segments (Bolted) L

M El 30 3 0 E 2 Sub El Sub Sta CS Concrete Segments (Unbolted) S 2 Sta

4107 5

SPRING SIDE 1 V 1

T CC Concrete Box Culvert

C 124 R

PH 5 DI Ductile Iron 1

106 5100 T 62 2 300 VC 26 Springfield House 300 VC 5102 GR Glass Reinforced Concrete 4m 12 Sp 187.1m 3 11 GR Glass Reinforced Plastic

00 VC

1 6

5 9 T PS Plastic / Steel Composite 4103 14 1 E 12 3

E 1

2 5001 24 4

R 0 PV Polyvinyl Chloride 1

3 T 8 E 1 0 5 S 2 IT 1 S 1 L 6 PE Polyethylene S L

T 9

2 I A 191.3m 3

P 4

T 1

b 7 RP Reinforced Plastic Matrix

T a 8

U 6

9 A 1

7 6 3 18 8

1 0 M N A 7 0 7 V 254 1 ST Steel L C 9 D 2

E 0

R VC Vitrified Clay (All Clayware) Plot 6001 B 22

A 1 2 PP Polypropylene

N 1 M 1 7 8 N A K EW 6 RL CH 26 P URC 4 IT PF Pitch Fibre H R S 10 12 OA 5 D 6 MA Masonry - In Regular Courses

2 2 10 12 6002 3 4

VC 3 9005

195.5m 2 MA Masonry - Randomly Coursed

1 9002 9 SPRINGFIELD ROAD 1 C

2 V 7002 74 1 U Unspecified 01 0 H 5 0 ER 1 5 4 1 IT 2 4 1 AG E D D R

2 5

3 30 IV

1 0 E A 3 9 V

A C O 1

R L

R 5 D 5

9 7 7 E 9 N E 198.1m 7001

R G G P l E N o S t A This plan is based upon the Ordnance Survey map K 9004 A C T 9001 8

1 N

R R 9

1 LB

9 V 1 V A 28 with the sanction of the Controller of H.M.Stationary Office. E G 4

E 0 B P E 5 lo N t B N T 1

U 7

5 E Unauthorised reproduction infringes copyright.

1 1

E E 2 R 84 7 30 a Crown Copyright preserved. G 0

4 VC 9

1 6 34 8001 1 8901 286 6 24 8002 C

2 18 20 0

16 4

22 5 1

1 9902 2 1 290 2 225 VC

5905

AD 6903 5 225 VC GRANGE RO 1 300 VC OS Sheet No: SD8123SE Scale 1:1250 Date: 26-Mar-2013 17 Nodes OS Sheet No: SD8123SE Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

30 a G 0 PUMPING MAIN

4 VC 9

1 6 34 8001 1 8901 286 6 HIGHWAY DRAIN 24 8002 C

2 18 20 0 SLUDGE MAIN

16 4

22 5 1

1 9902 2 1 290 2 225 VC ABANDONED

5905

AD 6903 5 E RO 1 3 225 VC NG 1 0 GRA 0 V T-JUNCTION 225 VC C SITE TERMINATION 5902 5903 (SADDLE) 5 VC 2 8902 296 22 5901 150 N Playing 225 VC 5904 VC EWC AIRVALVE LAMP HOLE

HU Fields

3 R

3 5 3 C 2 1 H RO CASCADE OIL INTERCEPTOR

0 G AD 2

1 7903

R 9903 1 A CONTROL KIOSK PENSTOCK N 203.3m

E CONTROL VALVE PUMP A

C C

D 3 1 3 L V 00 E O 0 VC EXTENT OF SURVEY RODDING EYE

R S 5 9901 15 1 E 0 A GRE ENBANK (HURSTWOOD) S VC FLOW METER SEA OUTFALL V ITE Refno Cover Func Type Invert Size.xSize.y Shape MatlGrad Length Refno Cover FuncType Invert Size.xSize.y Shape MatlGrad Length

E 3 N GULLEY SOAKAWAY

7 7901

2 7

E 7902

C 5601 169.88 F M167.47 375 CCO135 35.11 7801 171.48 F M170.44 100 C VC-7 3.16 HATCHBOX SUMMIT NODE V 3 4 1

5 K

1 0

4 R 1 A 5 C 1

V P 5602 170.18 FM167.68 300 CVC85 10.2 7802 F L 225 VC 17.72 HEAD OF SYSTEM TUMBLING BAY

1 a 3

4 2 1 D 0 K 1 6906 5 3 O 1 N 6904 5603 170.54 FM 167.87 300 C VC 111 20.02 7803 F Q 170.88 100 VC 3.61 HEADWALL UNSPECIFIED

O A C

C 5

1 4 1

B 1 2

4 V 1

1 V W

9 1

1 N R 5 5604 F L 300 C VC 17.03 7804 F Q 170.37 225 C VC 19 18.03 0 E 2 HYDROBRAKE VALVE 5 E E 2 1 D R L 5605 169.63 F M 167.15 300 C 83 14.14 7901 187.27 F M 183.91 150 CVC13 32.65 A 6902 G INLET VALVE CHAMBER BACUP ROAD 5906 Worswick House 5907

(ANDREW WALSH)SITE P 1 6901 5606 SF 7902 187.65 S M 184.42 150 CVC11 16.4 LOT 2 5 5 INSPECTION CHAMBER WASHOUT The Boundary 0 C

1 V V

PLOT 1 5 C 5607 168.81 F M166.83 300 CVC106 44.72 7903 189.75 S M 188.09 150 CVC12 23.6 5 0 0 6907 7 5 GHOST NODE (inc. GN - Rising Main & GN - Dual Function) DC V 1 C

C V

1 0 5 5608 F Q 167.56 375 CCO158 11.05 8601 170.89 FM169.08 300 C VC 161 27.29

0 1

6 22

C 69059 EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC) C V 7

Woodlands 5609 F Q 166.98 300 C 110 14.3 8602 170.89 FM169.08 300 CVC-72 3.61

9 6804 3 0 7 8 0

5 BIFURCATION DROPSHAFT 5

1 5701 168.41 SM165.73 375 CVC202 20.22 8603 170.93 F M 169.25 300 C CO 149 13.42 1

0 VC 8 6805 6806 15 Plo 6803 5702 168.39F M 166.38 225 CVC70 24.35 8604 SF CATCHPIT FLOW CONTROL t 3 1 C VC 2 5 C 5 V 8802 2 V 2 SCREEN CHAMBER C 0 5703 168.44 S M 165.89 450 C VC 183 12.81 8605 171.2 FM 169.4 300 CVC117 15.26 0 V Gardeners CHAMBER 5 0 1 0 POWERED 6801 1 15 Cottages 8804 5704 168.66 C M 950 600 E BR 134.54 8606 173.06 FM171.89 225 CVC 16.12 The Willow 6802 CONTAMINATED SCREEN CHAMBER W 11 Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant OR 5705 168.74S M 167.24 450 CVC20 27.2 8607 170.33 F M169.11 225 C VC 9.22 SW C 8801 IC 5807 V K 0 C 5706 169 F M 167.94 150 C2520VC 8608 170.91 F M 169.16 300 CCO-316 6.32 G C V R 5806 15 E V 5 EN 22 0 5707 C Q 165.78 950 600 EBR 133 36 8609 F M 225 C VC 10.05

1 5 5803 1 Pavilion 5708 S Q 165.63450 C VC 21.38 8610172.79 F M 171.56 225 CVC8 16.64 C V 5804 NODE TABLE ABBREVIATIONS T 5 e 2 8803 5801 170.47 F M 168.77 150 C VC62 50.6 8611 S G 375 CVC 5.66 r 2 Allotment Gardens ra c e s 5802 C 5802 171.84 S M 170.49 225 CVC25 42.76 8612 F Q 169.13 300 C CO -103 4.12 V 0 7801 C MANHOLE FUNCTION 5 V 5803 173.45 F M 171.76 150 CVC13 37.94 8613 F Q 169.16 300 CVC186 13 1 00 1 5804 173.56 S M 171.93 225 C VC 15 20.64 8614 F Q 169.27 300 C CO 16.12 Arndale F Foul T Transition 7803 5805 S Q 168.78 300 CVC28 42.76 8615 FQ169.18 300 CVC-354 7.07 5801 Plot 1 S Surface O Overflow

2 5806 FM 150 C VC 7.68 8616 S Q 640 400 RBR 6.4 7 7802 8 V Playing Field 2 C Combined U Unspecified 5

2 5807 S M 150 CVC 7.98 8701 171.62 SM 170.63 225 C VC 148 53.15

5901 188.74 FM186.5 225 CVC19 43.05 8702 171.72 C M 169.44 225 CVC 24.52 2 3 7804 Greenbank Gardens 5902 189.15 FM187.04 225 C VC 17 9.22 8703 FL 225 C VC 13 MANHOLE / NODE TYPE C V

0 5903 190.05 F M 188.22 225 CVC21 24 8704 F L 225 C VC 5 V 8717 2

5 3 M Manhole Z Ghost in Rising Main T 1 5805 5 2 E 2 6709 2 5904 186.9 FM184.25 225 C VC 21 23.09 8705 172.26 CM 168.07 960 630 EBR 1.41 E 2 T R C J Junction C Cascade E 15 T V

0 VC E 5905 186.63 S M 185.01 225 CVC 22 8706 171.33 C M 167.51600 950 E BR 128 44.72 6714 1 8710

6706 6

S 4

3 R 5 2

1 2 6710 7713 7 L Lamphole Y Gulley

N T 2 7716 1 9705

150 VC 2 7705 3 5906 FM 150 CVC 15.63 8707 F L 225 VC 4.12 225 V IO S C T K C 6713 H Hatchbox E Ejector A N V T 5907 SM 150 C VC 13.57 8708171.5 S M 170.55 150 CVC 14.32 A 7714 150 VC T N B 0 92 E

5706 8709 1

A 6707 C 3 C R Rodding Eye O Oil Injector N 0 7704 E C L 104 V 2 V 6601 170.67 F M 167.94 300 CVC 19.1 8709171.83 S M 170.92 150 C79VC 28.46 3 E R 1 V P

C E T 0 0 S 0 T 5 R T 82 V C F Outfall I Inlet 118 5 E 6602 FL 300 C VC 39.32 8710 172.48 F M 171.11 225 C VC -153 30.68 2 E 3 1& 2 PLOTS V 1 G E 0 E E 2 L

5 5 R A 8723 R V Combined Sewer B Hydrobrake C 1 2 T Whinberry View 6603 170.54 F M 168.52 300 CVC 9.06 8711 FL 300 VC 3.16 V 8713 T

2 V 1 S 150 VC 6705 S S

ur 4 6711 ge E 5 ry 1 5704 0 N 6708 E

950x600 BR 5707 600x950 BR 1 S Overflow T Vent Column 5 9704 6604 170.75 FM168.67 300 CVC316 31.62 8712 171.67 CM 930 620 EBR 13.78 60 M C O

0x95 2 O C I 0 BR 7703 1 1 L 1 8708 R V V T 60 56 0x950 BR 7706 O A 8707 0 6701 169.87 SM169.04 225 C VC 85 62.07 8713 172.39 S M 171.13 150 CVC-46 15.81 P Pumping Station X Valve C 225 VC 170.4m 600 0 x95 H R 6715 0 B 5 V B R 7707 T E 5705 A 2 Plot Unit Rawtenstall Health Centre CUP C 1 30

RO A AD 1 P

5 6702 169.89 F M 168.2 225 CVC 12.04 8714 171.89 S M 300 VC 10.3

3 6 E S Soakaway U Unspecified

Pl 1

C 6704ot 6 V O

2 C 00 5 7 1 x -

150 9 8727 H V Temp VC 50 0 7 8 2 1 B V R C O

5 8711

0 W

C 9703 6703 169.31 SM168.3 225 C VC 74 25.02 8715 CL

S 9 up 9 8726 ply 1 V C

5 5

2 D Dual Function Q Expediency Node

a l

F 8

0 V

4 o

2 l 2

P 0 1 9 1 3 6712 2 3

1 2 a

2 5 1 Shelter 0 C 4 6704 169.3 S M 167.96 225 CVC95 63.01 8716 172.27 SM169.92 375C VC 52.47

a 1 Manhole

7702 8715 0 G Ghost 3 2 3

2 0702 V

6702 5 2

5703 2 8730 8724 7

5 2 2 6705 169.34 CM166.04600 950 EBR138 36 8717 171.4 S M 170.41 150 CVC -5 44.27 Health Centre 225 VC Fa 2 (to allow pipe bends)

ll Bar 8714 8716 8725 W Treatment Works

n 2

Fo D C 5 ld 3 5702 2 L 225 VC 8728 3 6 6706 169.47 FD168.02 225 C VC 23 32.25 8718 171.65 C M 167.78 940 620 E BR 12.37 5701 LB 0 V O 7711 8706 0 C

F V 5

3 8729 87184 2 930 C V N 225 8720 x62 8722 2 6707 F D 225 VC 28.16 8719 CJ 950 600 E BR 22.8 6703 225 V VC 0 1 5 R C BR 2 50 9706

A V 2

7715 1 C 9 C

6701 5 1 5 2

0 5 2

2 0

B V SEWER SHAPE

o x 2 t

C 5 BT V 5 6 6708 FJ 600 950 EBR 62.13 8720 C J 600 950 E BR 17.46 4 0 2 V L 8712 0 BR C L 5 A 7701 AM

7708 8721 2 1

2 9 66 4 L F 2 5 9702

5 5 5 6709 169.47 SD 168.42 150 C VC 33 8721 FQ169.76 225 C VC 111 28.86 V 2 8719 2 0x C 600 C Circular T Trapezoidal Rossendale Valley 7710 22 T B 5 V El Su R C b St E C 5 6710 S D 150 VC 28.16 8722 C Q 600 950 E BR 1 C 5708 a 8705 E V 7709 E Egg A Arch V R 8704 22 5 9 C 0 T 2 5 V 6711 S J 150 CVC 1 8723 F Q 171.31 225 VC 31.02 0x 2 0 C 8701 2 6 S 0 5 3 Y 0 O Oval B Barrel V A 9701 LT W R B 7 BOCHO 8703 R 8702 E 6712 F Q 225 VC 12.04 8724 FQ169.93 300 C VC 3 4.12 0 3 V 5607 5 9609 F Flat Top H Horseshoe E 4 L 6713 F Q 225 CVC 28.16 8725 F Q 169.88 225 C VC53 15.3 C ell C V R Rectangular U Unspecified 0 er Irw 60 6714 S Q 150 CVC 28.16 8726 FQ169.54 225 C4VC 5.39 5606 Riv V 0 5 0 8607 x95 9610 2 3 5 0 B 2 9608 S Square 7 Subway 9604 R 6715 S Q 225 C VC 2 8727 SQ171.47 150 VC 15.81 5609 FALLBARN ROAD 3 VC 300 8615 300 VC 8612 06 6801 177.47S M 175.77 225 CVC1140.58 8728 S Q 170.86 300 CVC 12 10.3 0 VC 300 VC 0 0

F 3 0 Fall Barn A 9606 3 6802 177.37 F M 175.66 150 CVC1040.53 8729 CQ 930 620 E BR 8.78

L 7603 C 7602 7604 8601 8613 C SEWER MATERIAL

L V Bridge V 9611 B 5605 Weir 300 3 R 9605 0 5 A 0 8604 B 6803 181.55 S M 179.72 225 CVC11 42.02 8730 C Q 600950 E BR 12.17 7601 Garage 8608 V 8616 2 R 3 C 75 0 2 N B P C C 3 7 AC Asbestos Cement ow lot O 0 V 8602 00 7 6804 181.44 F M 179.52 150 CVC1142.18 8801 177.59 F M 100VC 25.61 nes 5601 30 C x s G 6604 O 0 ar 6 age 5608 3 7 6805 F M 150 C VC 35.98 8802 183.54 F M 182.06 100C VC 5 11.18 BR Brick R 6603 00 O 8614

300 VC CO 9603 A

9 8605 4604 375 CO 8603 4 6806 SM 150 CVC 37.53 8803 F Q 173.99 100 CVC 7 26.25 CI Cast Iron D 300 V 00 VC C 300 VC 300 VC 3 6602 30 9612 0 6901 184.12S M 181.58 225 CVC22 39.63 8804 F Q179.76 100 VC 11.4 SI Spun (Grey) Iron

5 6601 5 5602 5604 6902 184.05 F M 181.44 150 CVC2139.05 8901 202.41 F M 199.5 300 CVC45 99.04 CO Concrete 5603 Riding School C R B Hall Carr 8606 V 0

4603 2 5 5 6903 193.08 S M 191.51 225 C22VC 140.29 8902 202.45 S M 201.18 150 CVC-23 13.15 CS Concrete Segments (Bolted) 2 7 5

1 Mill Cottages 5 V 2 7

C 2 Gas Holder 6904 S Q 182.93 225 CVC1317.8 8902 202.45 S M 201.2 150 VC 234 3 3 225 2 00 CS Concrete Segments (Unbolted)

8609 VC V Station 2 C 6905 F M 150 C VC 16.11 9501 172.6 F M 170.65 300 CVC134 57.63

1 CC Concrete Box Culvert 7 p 8610 o Al 6906 SM 150 C VC 20.14 9502 172.89F M 171.74 300 CVC95 14.21 T be

6 rt 9602 Gas Holder DI Ductile Iron

m 1 T 9 5 e 6 a 0 rrac 6907 S M 150 CVC 16.22 9601 171.73 F M 169.75 300 C VC 156 51.61 1 D 9601 1 V e - 5 C GR Glass Reinforced Concrete 9 Spring 14 t 7601 170.81 F M 168.6 300 C VC -337 26.93 9602 C F lo P GR Glass Reinforced Plastic 7602 170.81F M 168.64 300 C VC 915 27.46 9603 173.61 F M 171.49 225 CVC89 23.26 PS Plastic / Steel Composite Cherry Tree 7603 170.82 F M 168.74 300 C VC 300 24.02 9604 173.64 C M 170.29 600 950 EBR 40 41.23 3 House 0 PV Polyvinyl Chloride 0 ir V e 7604 170.82 F M 168.89 300 CVC157 22.02 9605 CV170.22 900 600 E BR110 3.29

W C 6 7701 170.45 SM169.49 225 C VC 137 60.21 9605 C V 170.11 750 760 C BR -10 4.43 PE Polyethylene 7702 170.56 F M 167.72 225 C VC 23 6 9606 173.47 S M 170.06 760 770 E BR 110 34.06 RP Reinforced Plastic Matrix 7703 170.53 C M 166.91600 950 E BR 62.07 9607 F G 150 C VC 46.4 ST Steel 3 Springs 0 7704 170.72 F D 169.45 150 CVC 36.01 9608 SQ170.95 690 760 E BR 13 10.63 VC Vitrified Clay (All Clayware) 0 Riv 9501 V er C 7705 171.07 F M 169.37 225 C VC 28 47.76 9609 C Q 169.26 950 600 E BR 43 41.23 PP Polypropylene 7706 170.85C M 167.13600 950 E BR 170 32.25 9610 CQ170.19600 950 E BR-32 3.16 Spring 9502 PF Pitch Fibre U Union ni 7707 179.97 S M178.87 150 CVC 10.05 9611 SQ170.54 450C VC -8 4.47

on MA Masonry - In Regular Courses Terrace 1 7708 F L 225 VC 57.31 9612 S Q 169.75 750 CBR 124 34.71

Path (um) 3 3 MA Masonry - Randomly Coursed 00

V 7709 171.06 S M 170.24 225 CVC7555.44 9701 172.62 CM168.28 950 600 E BR133 19.92 9 C U Unspecified 7710 171.08 SM170.26 225 CVC500 5 9702 172.82 S M171.35 225 CVC41 18.68 Spring

h at Chimney 7711 171.1F M 170.03 150 CVC110 29.61 9703 172.76 FM170.18 300 CVC51 15.3 P 7712 S G 150 CVC 176.64 9704 173.17 F M170.26 300 C VC 239 16.76 7713 170.72 S D 169.77 150 C VC 36.01 9705 173.42 F M 170.79 300 CVC40 20.25

P This plan is based upon the Ordnance Survey map

t h 7714 F Q 150 VC 36 9706 S Q 170.89 150 C VC 51 19.42

( u with the sanction of the Controller of H.M.Stationary Office.

m ) 7715 F Q 169.57 225 CVC4458.31 9901 203.55 S M 202.47 150 CVC54 68.95 Unauthorised reproduction infringes copyright. 7716 SQ 150 VC 36 9902203.69 F M Crown Copyright preserved. 7717 F Z 150 C VC 3.22 9903 F M 300 CVC 93.64

Windyridge Rossendale Valley OS Sheet No: SD8122NE Scale 1:1250 Date: 26-Mar-2013 168 Nodes OS Sheet No: SD8122NE Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

5 PUMPING MAIN

HIGHWAY DRAIN

SLUDGE MAIN

ABANDONED 1 1 3 T-JUNCTION SITE TERMINATION (SADDLE) Playing AIRVALVE LAMP HOLE Fields 1 G D Marl Pits Sports Complex E CASCADE OIL INTERCEPTOR C

3 Edge House O PLOT N CONTROL KIOSK PENSTOCK

Y CONTROL VALVE PUMP 7 300 R Refno Cover Func Type Invert Size.xSize.y Shape MatlGrad Length Refno Cover FuncType Invert Size.xSize.y Shape MatlGrad Length VC The Croft O EXTENT OF SURVEY RODDING EYE Shelter Marl View House A 0 D

V 368 C 6 FLOW METER SEA OUTFALL 5 0501 178.15 C M172.49 300 CVC86 63.82 2804 212.34 F M209.71 300 CVC42 41.15 Balladen Court GULLEY SOAKAWAY 0902 0502 177.97 CM172.74 300 CVC154 35.38 2805 FQ209.52 150 CVC59 26.42 HATCHBOX SUMMIT NODE 0503 177.89 SM 176.54 150 C VC 19.24 2806 213.24 S D212.67 100 C VC 15 32.65 4 HEAD OF SYSTEM TUMBLING BAY

0901 30 378

a 0 3

4 0504 177.13 C M 172.82 300 CVC388 19.42 2807 211.26 S D 210.47 100 CVC46 27.29 1 V 15 C 4902

0 V HEADWALL UNSPECIFIED

5 C 4 Spring Croft 1 0505 176.96 S M 150 C VC 17 2808 S Q 209.88 150 C VC 61 27.29 0904 210.6m 3902 4903 HYDROBRAKE VALVE

E Su 0506 175.93 C M 173.15 300 CVC145 26.08 3501 F L 225 VC 18.44 m 2 N m A e L rl P INLET VALVE CHAMBER ea lo 388 E s t 1 0507 176.59 C M 172.95 300 CVC147 16.16 3502 178.71 CM 225 VC 9.25 388 Spring Hill G a D INSPECTION CHAMBER WASHOUT Cottage 3901 3 E 4901

0903 300 V 1 0508 176.53 SM174.98 150 C VC 26.57 3503 C M 225 CVC 16.86

7 C C 5 1 390 V 1901 e h e C GHOST NODE (inc. GN - Rising Main & GN - Dual Function) T g 22 5 0509 SF 3504 S M 150 C VC 12.04 396 a V 2 tt 0 3 5 2 Church 40 o 15 V 0 The C C 0510 C J 3505 179.55 CM 150 VC 26.25 EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC) Cot Rose 4 2803 Cottage 0511 CQ C 4.03 3507 177.78 F M 175.36 300 CCO 7.81 Sp 2 BIFURCATION DROPSHAFT rin g 1 4807 4 C H

1 o il C 0601 174.9 C M 172.69 225 CVC54 21.65 3508 CG 150 VC 27.02

0 tta l 1

7 g V 1 Sunset es CATCHPIT FLOW CONTROL 213.7m l 0 Litchford View il 0 0602 173.81 SM171.84 450 C CO 10 9.22 3509 CG 150 VC 19.8 2804 H 3 House SCREEN CHAMBER NE g m W r E CHAMBER C in a POWERED HU r F S 0603 173.89 F M 171.42 225 CVC83 14.87 3510 F Q 178.63 225 CVC1019.21 R 4802 p 4809 6 C 1 3 H S O

00 R The L CONTAMINATED SCREEN CHAMBER

V O 4 Springhill 1 C AD 22 5 C 0604 173.67 SM172.67 150 CVC10 5 3601 SL 300 C VC 53.91 Bungalow Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant C N V C 4 R 20 0605 175.16 SM173.97 150 C VC 84.58 3602 185.61 S M 184.01 300 CVC 21.21 5 V A HIGHER 4808 B Lawn 0 37 3803 House 0 Y 0606 175.2 C M 171.32 950 620 EBR100 56.8 3603 FL 225 C VC 32.65

3 3

0 CLOUGHFOLD N

3 0 8

1 N

V 4803 462

C 1

H 5

0 0607 CQ170.75900 600 E BR 115 56.22 3604 188.08 SM186.69 225 CVC6 17.03 4

9 2806 Spring Hill Lodge 0

4 O

3 4801 0 PC

4 J

0 46 4 8 4 0701 177.28 FM 173.46 225 CVC22 44.28 3605 S L 600 MAR 55.23 NODE TABLE ABBREVIATIONS 0 4810 C 0 300

TCB V x VC 0702 177.15 S M 173.27 225 CVC30 23.77 3606 SL 225 VC 21.02

1 210.9m 0 1

2802 4 30 6

9 2

0 44 25 V 0703 SQ172.49 375 C VC 39 24.7 3607 S G 600 MAR 17.2

C MANHOLE FUNCTION

5 5 4

3 A

1 3802 4 0901 203.39 S M 202.19 150 CVC-225 65.19 3608 SG 600 MAR 32.2 4 4812

C 0 5 3 0 5 R 214.6m 7 V V C C F Foul T Transition 0 C Issues V 0902 208.09 C M 205.06 300 C VC 80.06 3609 S Q 190.12 225 C VC 6 21.02 0 V

1 0 0 4806

9 4805

0 5

0 4 S Surface O Overflow 5

1 2 3 0903 210.21S M 209.01 150 CVC10 70.94 3611 197.93 C M 195.64 300 CVC1922.8

2 4 4804

4 4 1 3 3801 00 0904 210.73 CM206.62 300 CVC31 48.1 3612 196.6 CM 194.37 300 C VC 27 29.07 C Combined U Unspecified 4811 22 VC 2801 2807 LB 5

Spring V 1501 175.96 CM173.41 300 C VC 148 37.05 3701 FL 300 CVC 48.85

10 Red Lion 5 3 C 3

4 0 6 4 VC

P Hotel 1502 176.2 C M 172.13 600 950 EBR118 33.11 3702 203.74 F M 201.37 300 C VC 10 C

A D 3

1 4

9 T (PH) 1 MANHOLE / NODE TYPE

0 1 o

03 R 0 3709

2 b

7 2808 C 1 V

K b

1 C 0 2 in 1503 CM 300 C VC 24.74 3703 205.86 FM203.88 300 CVC8 20.25

R F 9

1 E2701 6 o 4 5 S 3 0 C ld 1504 S F 3704 209.9 S M 208.09 150 C20VC 13.89 M Manhole Z Ghost in Rising Main 2805 VC EN T 150 3719 3713 15 3714 0 V 580 1601 175.88 C M 171.85 600950 E BR 97 34.93 3705 208.38 SM204.41 225 CVC-5 10.63 J Junction C Cascade VC C 3711 20 C 3707

1 Sinks 1602 175.39 CM 171.47 600 950E BR 58 8.06 3706208.61 S M 203.86 225 CVC-9 27.29 L Lamphole Y Gulley

50 V

3 V

4 2

1 3710 3728C 7

4 5

1 0 2

4 2

5 V V 0 1603 175.12 F M172.16 225 CVC24 6.71 3707 SI 27.46 4

C C 9 H Hatchbox E Ejector

3 7 3706 4703 4 2702 15 3726 225 V Issues 0 C 1604 175.37 CM173.48 225 CVC38 17 3708 210.02 F D 208.19 150C VC 28 6.4 VC 22 225 R Rodding Eye O Oil Injector 1 5 V VC

50 V C C 2 1605 175.47 C M174 300 C VC 18 16.16 3709 210.13 S M 208.9 150 C VC 37 19.72

Spring 9 C 2 LOWER CLOUGHFOLD 5 V 3712

3 5 F Outfall I Inlet

5 0 V

3708 1 6 5 C 1606 175.55 CM174.11 300 CVC140 11.18 3710 209.57 FD207.86 100 CVC40 7.21 1 3 2 V Combined Sewer B Hydrobrake 3704 0 25 12 0 3705 V 4706 C 1607 175.6 S M174.38 150 C VC 114 45.62 3711 209.44 F M207.57 225 C VC 12 19.31 3720 V Overflow T Vent Column C 4702 37154 D 2 O 1608 176.01 FM174.82 150 CVC29 29.55 3712 208.71 FM205.77 300 CVC20 38.08 B

Allotment 3724 B P Pumping Station X Valve 1 IN Shaw House 1609 176 S M174.48 225 CVC120 38.48 3713 208.98 S M207.39 225 C VC 22.56 Gardens 4708 C LO 2 0 25 S Soakaway U Unspecified

2 SE 1610 C Q 171.33 950 620 E BR -224 8.94 3714 209.03 F M 206.01 300 C VC 90 16.28

9 C V V 1 C 4705 Allotment Gardens 25 4709 D Dual Function Q Expediency Node 8 2 1611 F Q 173.81 225 CVC33 29.55 3715 FM 225 VC 23.6 1 24 50 Manhole 0702 3703 V 1612 175.63 F M 172.93 225 C VC 27 15.23 3716 F G 225 VC 4.12 G Ghost 4713 C 4701 Plantation Barn 1 15 S 5 0 (to allow pipe bends) C 0 E Plantation 3 V 1901 211.99 F M 207.22 300 CVC108 61.61 3717 201.08 C M 199.08 225 C VC 6.4 W Treatment Works 3 V T V C C 6 A House 3702 0 1 3 C G 4712 5 0 0 3 2501 176.41 C M 173.84 300 CCO 58.86 3718 CJ 300 CVC 6.71 V 0701 0 3 1 V N 5 C 2 O 3717 203.9m 4711 2502 SF 3719 209.57 S D 208.22 150 CVC24 11.4 2 SEWER SHAPE BT

3725 2

AM 7 2503 177.25 CM173.18 600950 E BR 29.77 3720 210.02 S D 208.39 150 C VC 63 17.72 L 4 Cross Cottage C 0703 3727 ross C Circular T Trapezoidal V C 2504 177.05 S M 174.49 900 630E BR 14 10.77 3721 S G 600 MAR 22.8 5 Farm 4704

3701 2 E Egg A Arch 3 2505 177.05 C M173.06 960 610 EBR 85 23.02 3722 SG 19.24 C 22 The Old V 2 arm Barn

Rectory 198.4m Plot 1-3 Cross F

5 5 1 2506 177.19 SM174.43 300700 R MAR -189 5.66 3723 S G 43.42 O Oval B Barrel

7 0603 2611 37181 1

3 2 2507 F L 150 VC 21.29 3724 F Q 102.05 225 C VC 5.1 F Flat Top H Horseshoe

C 9 2508 177.34 S M 174.61 630 1030R MAR 7 1 3725 CQ 99.5 225 VC 6.4 2607 1 R Rectangular U Unspecified V 5 NE VC Peel Barn 0 2 0602 2610 2608 LA 300 2509 178.33 C M176.25 300 C VC13 17.46 3726 FQ207.96 225 CVC31 5.66 2 1608 N S Square 9608 Works T BI E B 3611 C O E 4 D 2510 176.66 CM172.61 600950 E BR 81 38.95 3727 F Q 100.62 300 VC 10 1 R V 2 C 0604 Works C V 3612 T 0 3 0 Playground 1 0 0 S V 0 3 1607 0 V 2511 F D 150 CVC 14.21 3728 S Q 207.74 225 CVC34 11.4 4 C Peel Edge D 0 3 C 5 1609 Greenhill SEWER MATERIAL O V 9611 1 300 VC 2512 177.79 S M 176.89 150 C VC 4.47 3729 FJ 9605 O 3 6 5 90 W 2 0 T 2606 2 x ge 2513 S J 176.97 300 CVC15 16 3801 209.83 F M 206.39 300 CVC84 30.27 60 S ara 0 6 2609 3606 G AC Asbestos Cement B A 1 3 R E 8 0 1611 1 0 2514S D 300 CVC 19.8 3802 209.85 F M 206.62 300 CVC116 25.61 El V BR Brick

0607 C C Sub Sta C 5 2515 F J 150 VC 7.07 3803 211.05 F M 208.67 300 C VC 31 63.63 V V

CI Cast Iron 0601 T 7 9 174.7m 0 C Allotment N 5 V 3605 2516 CJ 3901 211.97 F M 210.02 150 CVC43 23.71 2 E 3609 25 1 4 225 Gardens 5 C SI Spun (Grey) Iron Ashworth VC 2 2 21 S 2605 0 2 Hall 2517 SG 37.12 3902 212.29 F M 209.43 225 C VC 62 27.46 Arms 2 2 E 9 10 1 5 5 a R The Warren (PH) 0x 2 CO Concrete 6 21 C V FS Posts 2 2 a 0 t C 2518 SQ86.99 300 CVC 5.39 4701 209.62 S M 207.56 150 C VC 138 9.64 1603 21 D S B 2a R b 21 O u CS Concrete Segments (Bolted) TCB 4 S

O l 3 2519 S Q 173.74 630 1220E BR 18 11.18 4702 209 SM207.41 225 CVC96 39.45 2 3 14a E 0 2 1604 W 0 3604 2 T 5 C V CS Concrete Segments (Unbolted) 0605 V S Allotment 2520 C Q 174.9 300 C CO15 17.72 4703 208.55 S M C A V 1606 C

1 Dobbin Gardens E 0 C 1610 0 2 Court CC Concrete Box Culvert 16 2604 V 2521 SQ174.46 650 630 E BR -107 6.4 4704 210.45 S M 208.69 150 CVC39 42.88 1602 3 2602

0606 2 5 Holder 2 3603 2 1605 20 2522 F Q 150 VC 15 4705 S Q 207.49 225 CVC333 20 DI Ductile Iron

C 2 C 2 20 V 6 V a 0 0x 7 2523 SQ174.46 360 700 R MAR 67 2 4706 207.19 F M 204.71 225 C VC 58 36.24 GR Glass Reinforced Concrete

5 95 C

2 0 00 2612 6 8 B 3 1 2603 V 2 2 R 5 T 3602 2 E 2524 CQ172.79 600 950 E BR 140 23.85 4707 S 3 150 CVC 26.66 GR Glass Reinforced Plastic 2 E R BAC 300 VCT U 2613 S Playing Field 2525 F Q 300 C CO 22.2 4708 SM 60 P 2601 183.8m PS Plastic / Steel Composite 0 R C L x OA E 1612 95 D V 1601 0 1 E 2526 FQ86.83 150 C VC 7.21 4709 S M 150 C VC 13.44 C B P PV Polyvinyl Chloride Works R 0

0 6

3 2527 F Q 150 C VC 6.4 4710 F3 150 CVC 22.35 0 C PE Polyethylene 5 Y V 3601 1 A 5 4 22 R 1 2601 180.56 C M 178.59 225 C VC 14 29.83 4711 FM 150 CVC 12.47 W 60 A RP Reinforced Plastic Matrix 0 2 2509 1502 x 22 M A 9 C 2602 180.94 C M 178.81 150 C VC57 8.6 4712 F M 150 C VC 15.27

I 50 0 V

R 6 ST Steel 1 BR 2 C 7 0 O 26 0 T V x 2603 CL 300 C VC 26.02 4713 FM 150 CVC 9.64 Works 0 3 C 2 R I 28 0 0 VC Vitrified Clay (All Clayware) iver V 0 6 2604 179.82 C M 178.16 300 C VC 8.54 4801 210.01 F M 206.79 300 C VC 163 24.41 Irw 6 3 e 0 2 ll 0 23 CLOUGHFOLD PP Polypropylene x 0 2 95 2520 3 2605 182.1 C M 180.15 300 C VC 19 38.42 4802 210.12 F D 207.47 300 CVC3922.8 2510 0 2 6 2507 B 32 R 25242508 PF Pitch Fibre O 2606 186.45 C M 184.44 300 C VC 8 34.21 4803 210.21 F M 206.99 300 C VC 64 9 U n C 2513 3505 io 9 MA Masonry - In Regular Courses n 6 0 2523

T 0 300 VC 2607 188.36 C M 186.33 300 C VC 7 12.08 4804 S F 1 C e x 0 300 V rr 6

a 0509 3 3 c 1 e 0 2 MA Masonry - Randomly Coursed 38 2608 192.96 C M 190.87 300 C VC 9 39.56 4805 214.39 F D 211.83 300 C13VC 64.29 30 BR 25212506 0 25221 2511

V 0506 5 P 9 C 0 lo 2512 Rossendale 2609 195.2 CM193.27 300 C VC 8 20.02 4806 215.37 F M 212.82 150 CVC 2 U Unspecified 2505 2504 t 2 V 4 2518 8 6 C 8, 2526 1504 2516 0 25 Weir 0x 2514 0 Valley 2610 CQ187.09 100 C VC 7 5 4807 211.15 F M 208.85 300 CVC1621.95 0501 1503 9 1 50 2527 5

D 0 2611 188.64C M 187.76 100 C VC 75 4808 S L 400 360 R MAR 26.17

9 A E 2519 B

1 O

R N R 2 V 1 R iver 4 5 300 VC Irwe A 8 2515 C3504 2 C ll L 2612 C Q 178.66 225 C VC 189 9.43 4809 210.12 S D 208.17 375 C VC 21.59 N V 30 3501 R 0 3507 VC D A 0 N 2503 2 D 2613 SQ182.9 600 760 R MAR 7 55.76 4810 214.39 S D 213.16 225 C VC 72.28 This plan is based upon the Ordnance Survey map B VC 5 5 E 4 A 1 1501 Chapel O 3 0 P R L 30 L Clough2502 a 258 with the sanction of the Controller of H.M.Stationary Office. 0 0 C L th House 2701 210.29 F D 209.06 150 C VC 48 41.63 4811 F J 300 CVC 7.81 L O H 0 30 I T 2 V 0503 0505 A 0508 H Bridge R C F El Sub Sta 4 Unauthorised reproduction infringes copyright. C O 1 2702 210.29S D 209.41 150 C VC 41 40.72 4812 F Q 105.91 225 C VC 7.81 V 2501 N 15 50 3 6 3502 Crown Copyright preserved. 0 VC 1 Works 0 0 2801 211.26 F D 210.11 100 C VC 46 27.29 4901 213.75 F M 225 CVC 31.83

0 0x

0507 C 9 1 3510

5 2 1 4 0502 C O 0 2 5 3 V 26 5 2802 213.24 F D 212.3 100 C VC 15 32.65 4902 214.64 F M 214.24 150 CVC22 7.62

00 0504 B 8 3503 C 8

V V 1 C 300 R V 3 176.2m 2525 C 4404 5 4412 2411 2 2803 213.5F M 210.58 300 C VC 46 38.9 4903 F Q 213.9 150 VC 7.62 C 2

V 4 9 2 5 2 2 2 2 Club 3403 5 72 2 8 to 2 4409 V 2 2 C 2416 76 5 2412 V T E OS Sheet No: SD8222NW Scale 1:1250 Date: 26-Mar-2013 174 Nodes OS Sheet No: SD8222NW Sheet 1 of 1 Scale 1:1250 Date: 26-Mar-2013

Printed by: Jodie Lloyd WASTE WATER SYMBOLOGY MANHOLE FOUL SURFACE COMBINED DUAL SIDE ENTRY MANHOLE

FOUL SURFACE COMBINED PUBLIC MAIN

PRIVATE MAIN

SECTION 104

PUMPING MAIN Spring HIGHWAY DRAIN

SLUDGE MAIN

ABANDONED 1 P 1 a th ( T-JUNCTION u E m SITE TERMINATION N ) (SADDLE) A L E Pa AIRVALVE LAMP HOLE th ( G um) D E P CASCADE OIL INTERCEPTOR a th ( u 8 m CONTROL KIOSK PENSTOCK ) CONTROL VALVE PUMP

EXTENT OF SURVEY RODDING EYE 6 FLOW METER SEA OUTFALL GULLEY SOAKAWAY HATCHBOX SUMMIT NODE

4 HEAD OF SYSTEM TUMBLING BAY HEADWALL UNSPECIFIED HYDROBRAKE VALVE INLET VALVE CHAMBER INSPECTION CHAMBER WASHOUT GHOST NODE (inc. GN - Rising Main & GN - Dual Function) k Trac EXPEDIENCY NODE (CHANGE OF CHARACTERISTIC)

BIFURCATION DROPSHAFT

CATCHPIT FLOW CONTROL P ath (um) SCREEN CHAMBER E CHAMBER POWERED S 6 1 O

L CONTAMINATED SCREEN CHAMBER

1 5 C Note - ALL flowSURFACE direction WATER arrows are BLUESTATIC - colour not significant N 7 Refno Cover Func Type Invert Size.xSize.y ShapeMatlGrad Length R P J a A o t h h B n ( n u y m Y B P ) o N a n rn Issues d N C o 5501 FL 150VC 9.22 H tta O ge J s 5502 209.34 F M 208.62 225 C VC 8 13.42 Spring NODE TABLE ABBREVIATIONS 12 5601 215.57 FD213.99 150 C VC 12 12.08

1 5602 212.11 FM 211.38 150 CVC68 24.51 MANHOLE FUNCTION 5603 214.38 F M 211.66 150 C VC 91 22.64 5604 215.57 SD214.36 150 CVC 93.06 F Foul T Transition 4806 5605 SG S Surface O Overflow 3 5701 218.69 F D 215.31 300 C VC 52 58.05

00 C Combined U Unspecified 2 VC 6 25 5702 220.61 FD216.52 300 CVC50 60.14 V C 5703 220.61 S D219.38 225 C VC 31 60.14 5802

5704 218.69 SD217.43 225 CVC35 58.05 MANHOLE / NODE TYPE

9 6

4 5801 216.99 F D214.19 300 C VC 32.8 M Manhole Z Ghost in Rising Main 5802 216.99 SD215.74 225 CVC19 48.41 5801 2 J Junction C Cascade 25 V 6501 212.14 F D211.01 150 CVC59 31.11 3 C L Lamphole Y Gulley 00 V 6502 211.7 FM210.43 150 C VC 29 20.59

9 H Hatchbox E Ejector 7

4 6503 211.34 F D209.68 150 CVC-58 11 Spring 53 R Rodding Eye O Oil Injector 4 Sinks 6504 S I 194.88 1500 1200 A MAR 22 80.06 6505 207.61 F M 206.94 225 CVC8 40.77 F Outfall I Inlet 5704 6506 211.34 S D V Combined Sewer B Hydrobrake Spring 5701 6507 212.11 S D Overflow T Vent Column

2 6508 F Q 209.87 150 VC 11.05 P Pumping Station X Valve 2 6702 219.5m 5

3 V 6509 F Q 208.49 150 CVC 7 10.2 0 C S Soakaway U Unspecified 0 V C 6601 222.69 F D 220.66 150 CVC11 69.86 D Dual Function Q Expediency Node 6602 221.8 FD217.04 300 C VC 103 50.25 Manhole 6703 G Ghost 6603 223 F M 217.57 300 C VC 103 53.66 C W Treatment Works (to allow pipe bends) V 6701 5 6604 222.69 SD221.05 150 CVC10 69.86 30 2 2 57035 4 4 6605 221.8 SD220.54 225 C VC 43 50.25

5702 SEWER SHAPE

1 6606 S D 225 C VC 53.34 9 4 2 2 5 V C 6701 FL 225 VC 32.56 3 C V C Circular T Trapezoidal 0 55 0 38 0 4 5 4 V 1 6702 F M 225 VC 10 Moorfield C E Egg A Arch 6703 FQ 225 C VC 11.4 6605 O Oval B Barrel 558 7501 223.07 FD221.33 150 CVC79 49.66 560 F Flat Top H Horseshoe 7502 215.04 F D 212.91 150 CVC72 72.77

5 9701 9 6 1 6 7503 217.21 FD214.7 150 CVC36 62.61 R Rectangular U Unspecified 22

6602 5

9 S Square 9

4 V C 7504 223.07 S D 221.82 150 CVC74 49.66

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Printed by: Jodie Lloyd Lisa Chatterjee

From: Perry, Graham Sent: 13 June 2014 14:58 To: Ed Turner Cc: Lisa Chatterjee; Emma Sharpe Subject: RE: Wastewater predevelopment enquiry - REF - DE0006 Rossendale Attachments: 29668-001-001.pdf; Wastewater_predevelopment_enquiry 010530.pdf; Union Rd.pdf; Hurst Lane.pdf; Johnny Barn Close.pdf

Hello Ed

My apologies for the delay in our response. To compensate for this I have attached the drainage plans associated with the sites enquired about

Union Rd

Having reviewed the site I can confirm that there is a dedicated foul sewer running straight through the middle of the site so an amendment of the existing layout OR diversion under a Section 185 diversion agreement will be required. Having said that you will be able to drain all foul directly into it at an unrestricted rate.

Surface water can be drained to the south where there appears to be the tail of a culverted watercourse. Please refer to the map. You will be allowed to drain the site at a rate not exceeding the existing greenfield runoff rate equivalent to Qbar or 5 l/s whichever is the greater.

Hurst Lane

I am not aware of any public sewers within the immediate vicinity of the site. The nearest available sewer appears to be a combined sewer located outside no 17 Hurts Lane which is some distance away from the site. It may be worth investigating to see how other units are drained in the immediate area because if they drain to sewer we will probably own them as a result of the private sewer transfer in 2011.

With the above in mind, foul will be allowed to drain freely to the public combined sewer outside no 17 Hurts Lane whereas surface water must be drained to the nearest available watercourse or to the same sewer at a rate not exceeding the existing greenfield runoff rate equivalent to Qbar or 5 l/s whichever is the greater.

Jonny Barn Close

It would appear that the area is serviced by a separate system and it would not surprise me if there are unmapped culverted watercourses in the area. This may be worth investigating further.

I would suggest that foul will be allowed to freely drain into the dedicated foul sewer at the junction of Jonny Barn Close & Newchurch Rd. Surface water will be allowed to drain to the dedicated surface water sewer located at the same junction at a rate not exceeding the existing greenfield runoff rate equivalent to Qbar or 5 l/s whichever is the greater.

I trust this addresses your enquiry for the time being.

Thanks

Graham Perry Development Engineer Developer Services and Planning Business Operations United Utilities

1 T: 01925 679405 (internal 79405) unitedutilities.com

From: Ed Turner [mailto:[email protected]] Sent: 10 June 2014 11:25 To: Perry, Graham Cc: Lisa Chatterjee; Emma Sharpe Subject: FW: Wastewater predevelopment enquiry - Rossendale

Dear Graham

Further to my call this morning, I am pleased to re-send our enquiry along with the automated response from your organisation.

Based on the automated response we had expected to receive a reply to our enquiries 2 to 3 weeks ago. We have been actively chasing the response through your developer services and planning department and were provided with your details by Susan King on 27 th May. I understand you have recently been on leave and as s uch we have only been able to make direct contact with you this morning.

Please can confirm who is responsible for dealing with our enquiry and provide contact details. In addition, we would be grateful if you can prioritise preparation of a response given that it has now been nearly 6 weeks since we submitted the requests.

If you wish to discuss the enquiry further, please contact me on 0121 633 2900.

Regards,

Ed Turner Engineer

For and on behalf of Peter Brett Associates LLP 3rd Floor, Waterloo House, Victoria Square, Birmingham, B2 5TB t 0121 6332868 f 0121 633 2901 e [email protected] w www.peterbrett.com

From: Wastewater Developer Services [ mailto:[email protected] ] Sent: 02 May 2014 10:34 To: Ed Turner Subject: FW: Wastewater predevelopment enquiry - Rossendale

Dear Ed

REF - DE0006

Thank you for your predevelopment application form. I have passed your details to our Engineer who will respond accordingly within 15 working days. Please quote the above reference for any further correspondence.

Thanks sue

Susan King Developer Service Analyst Developer Services & Planning 2 Business Operations United Utilities T 01925 679413 (int 79413)

From: Ed Turner [mailto:[email protected]] Sent: 01 May 2014 17:14 To: Wastewater Developer Services Cc: Lisa Chatterjee; Emma Sharpe; Michael Gilbert Subject: Wastewater predevelopment enquiry - Rossendale

Dear sir or madam,

In accordance with the guidance set provided on your website, we are pleased to submit completed predevelopment enquiries for 3no residential development sites at Rawtenstall/Haslingdean. At this stage, the enquiry is only concerned with surface water drainage given that the work we are undertaking is in support of the preparation of Flood Risk Assessment to support planning applications.

We trust the attached application forms and information is sufficient for you to progress this enquiry. We would be grateful if, by return of this email, you can confirm receipt of this enquiry and provide an estimated programme for providing a response.

If you require any further information, or wish to discuss the request, please contact either Lisa Chatterjee or myself on 0121 633 2900.

Regards,

Ed Turner Engineer

For and on behalf of Peter Brett Associates LLP 3rd Floor, Waterloo House, Victoria Square, Birmingham, B2 5TB t 0121 6332868 f 0121 633 2901 e [email protected] w www.peterbrett.com

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Flood Risk Statement Land off Hurst Lane

Appendix D Surface Water Management Strategy

J:\29668 - Rossendale\Reports\FRA\Hurst Lane\29668 Hurst Lane FRS Draft 140917 .docx