Abermule Business Park

ABERMULE BUSINESS PARK

Site Condition Report

Sections 1 - 3

JUNE 2020

10026414 Abermule Business Park Site Condition Report

CONTACTS

GEMMA FRANCIS Principal Consultant

Arcadis. m +44 (0)7590 000223 Level 1 2 Glass Wharf e [email protected] Temple Quay Bristol BS2 0FR

Arcadis (UK) Limited is a private limited company registered in England registration number: 1093549. Registered office, Arcadis House, 34 York Way, London, N1 9AB. Part of the Arcadis Group of Companies along with other entities in the UK. Regulated by RICS.

Abermule Business Park Site Condition Report

Rimjhim Singh Author

Ross Scammell Checker

George Flower Approver

Report No 10026414-ARC-XX-XX-RP-ZZ-0005-02-Site Condition Report

Date June 2020

VERSION CONTROL

Version Date Author Checker Approver Changes

01 17/06/2020 R Singh R Scammell G Flower First issue

Update following SLR 02 08/09/2020 A Watts G Francis G Flower review

This report dated 17 June 2020 has been prepared for Powys County Council (the “Client”) in accordance with the terms and conditions of appointment dated 23 March 2020 (the “Appointment”) between the Client and Arcadis (UK) Limited (“Arcadis”) for the purposes specified in the Appointment. For avoidance of doubt, no other person(s) may use or rely upon this report or its contents, and Arcadis accepts no responsibility for any such use or reliance thereon by any other third party.

10026414 Abermule Business Park Site Condition Report

CONTENTS

1 INTRODUCTION ...... 1 1.1 Terms of Reference ...... 1 1.2 Objectives ...... 1 1.3 Sources of Information ...... 1 1.4 Limitations ...... 1

2 SITE CONDITION REPORT ...... 2

3 REFERENCES ...... 7

APPENDICES

Survey Boundary and Location Plan Existing Site Layout Site Boundary Plan, depicting boundary for permitted activities Proposed Site Plan Proposed Surface Water Drainage Plan

10026414 Abermule Business Park Site Condition Report

1 INTRODUCTION 1.1 Terms of Reference Arcadis Consulting (UK) Limited (Arcadis) has been commissioned by Powys County Council to undertake a Site Condition Report (SCR) for Abermule Business Park (‘the Site’). This report presents the observations from a site walkover survey and the findings from the Phase 1 Geo-environmental Desk Study (Ref 1) as well as the Geo-environmental and Geotechnical Assessment Report (Ref 2), both completed by Arcadis relating to the site.

Powys County Council (current site operator) wish to apply for a permit for operating a recycling bulking facility comprising different units (bulking shed, storage slab, and wash, green and glass areas) and vehicle parking areas.

1.2 Objectives The objective of this SCR is to provide documentation to support the permit application for a recycling bulking facility.

Powys County Council has provided a ‘Site Boundary Plan’ which shows the boundary for permitted activities and is attached as drawing no. 2395/M10/001 in Appendix A.

1.3 Sources of Information The following sources of information have been used in the compilation of this report:

• Abermule Business Park, Phase 1 Geo-environmental Desk Study, Ref: 0001-UA006590-26-UP32R-01, December 2017 (Ref 1); and • Abermule Business Park, Geo-environmental and Geotechnical Assessment Report, Ref: 10026414- ARC-00-XX-RP-ZZ-0003-02, May 2019 (Ref 2).

The information contained within the Geo-environmental and Geotechnical Assessment Report can be used to inform the baseline data for the site.

Powys County Council has confirmed that site conditions have not changed since the Phase 1 Geo- environmental Desk Study and Geo-environmental and Geotechnical Assessment Report were written.

1.4 Limitations This report has been prepared for the client in accordance with the terms and conditions of appointment. Arcadis cannot accept any responsibility for any use of or reliance on the contents of this report by any third party. The copyright of this document, including the electronic format, shall remain the property of Arcadis.

This report has been compiled from a number of sources, which Arcadis believes to be trustworthy. However, Arcadis is unable to guarantee the accuracy of information provided by others. The report is based on information available at the time of writing. Consequently, there is potential for further information to become available, which may change this report’s conclusion and for which Arcadis cannot be held responsible.

10026414 Abermule Business Park Site Condition Report

2 SITE CONDITION REPORT

1.0 SITE DETAILS

Name of the applicant Powys County Council

Activity address Abermule Business Park, Maesderwen Farm, Abermule Village, SY15 6NU National grid reference NGR: 315720, 294182

Document reference and dates Permit Application: for Site Condition Report at Doc Ref: 10026414-ARC-XX-XX-RP-ZZ-0005-02 permit application and surrender Date: June 2020

Document references for site 2395/M01/001 Rev B - Survey Boundary and Location Plan, plans (including location and 08/03/17 (Appendix A). boundaries) 2395/P03/002 - Existing Site Layout, 13/03/18 (Appendix A).

2.0 CONDITION OF THE LAND AT PERMIT ISSUE

Environmental setting including: Geology Made Ground – The ground investigation (Ref 2) recorded • Geology shallow Made Ground across the site as both cohesive and granular material with occasional pieces of plastic, glass and • Hydrogeology metal to a maximum depth of 0.40m bgl. Superficial Deposits – The ground investigation (Ref 2) • Surface waters Alluvial Fan deposits comprising both granular and cohesive deposits were recorded during the ground investigation. • Cohesive deposits - Greenish brown slightly sandy gravelly silt and soft to firm greyish and orangish brown slightly sandy gravelly clays to a maximum depth of 4.00m bgl and a maximum thickness of 4m. • Granular deposits - Medium dense to very dense brown and grey sandy clayey sub-angular to sub- rounded fine to coarse gravel up to a maximum depth of 10.00 m bgl and a maximum thickness of 6.00m. Bedrock – During the ground investigation (Ref 2) bedrock was recovered as very dense black slightly silty very sandy fine to coarse angular GRAVEL of mudstone. The depth extent was not proven.

Faults – BGS mapping records one inferred fault line at rock head approximately 250m south east of the site, and down throwing to the east.

10026414 Abermule Business Park Site Condition Report

Hydrogeology Superficial Deposits – Secondary Undifferentiated aquifer.

Bedrock – Secondary B aquifer.

One groundwater abstraction licence is recorded within 500m of the site, approximately 360m south west of the Site, used for farming and domestic, with Powys County Council being the licence holder. Groundwater flow direction is anticipated to be towards the west and south west consistent with the catchment and flow direction of the River Severn.

Surface Waters The nearest mapped natural surface water features are located immediately to the east and to the west and approximately 14m south east of the Site boundary (assumed to be field drains). Two ponds are located approximately 70m south and approximately 20m north west of the Site. The River Severn is located approximately 200m north of the Site at its closest point and flows to the south west. The Mule river is approximately 500m east, and there are unnamed streams located approximately 200m to the north west and approximately 20 - 250m southeast of the Site. Several mapped streams/drains appear to be culverted. Surface water courses near to the Site are likely to drain north and Westwards towards the River Severn. The nearest discharge consent is approximately 300m south east of the Site and is for discharge of sewage to the surface water course which runs past the eastern boundary of the Site. The Site is located within an area that is susceptible to extreme flooding from rivers without defences (Zone 2). A high risk, 30-year return area is located in the southwest. A medium risk, 100-year return is located in the centre and north-east of the Site. Pollution history including: Pollution Incidents There are no recorded Pollution incidents to controlled • pollution incidents that may waters within approximately 250m of the Site. The closest have affected land incident occurred 475.0m north west in relation to a sheep farm resulting in a minor incident. • historical land-uses and associated contaminants Discharge Consents There are no recorded discharge consents within • any visual/olfactory evidence approximately 250m radius of site. The nearest is of existing contamination approximately 300m southeast of site for sewage discharges - final/treatment effluent to the surface water course (The • evidence of damage to Mule) which runs well beyond the eastern boundary of the pollution prevention site. measures

10026414 Abermule Business Park Site Condition Report

Historical Land Uses Onsite The site was an open agricultural field with an unnamed road in the north west of the site between circa 1884 and 1964. The site was labelled as Abermule Business Park with access road from B4386 running in a south-eastern direction and along the south-eastern boundary of the site since circa 2017 mapping (a couple of small structures are also shown along the access road).

Offsite Circa 1884, the Cambrian Railway which runs in a north-east to south-west orientation is located approximately 3 m south of the site, with an unnamed road to Abermule to the north. A reservoir is located approximately 80m south of the site on the other side of railway. Three ponds were recorded at 60m and 250m north west and 230m east of the site. Two of these were later infilled circa 1903. The River Severn is approximately 250m north of the site, with a series of farm related buildings located between 20 -200m north east of the site. Circa 2000, Maesderwen farm to the north has been expanded to include a large commercial building where there were previously smaller farm buildings. 220-250m east of the site was predominantly residential properties and an associated area for commercial use. A former reservoir (south of the site) has been partially or fully infilled and appeared to be vegetated.

Potential sources of contamination A number of potential sources of contamination were noted within the Phase 1 Desk Study for the site: • Made Ground associated with abandoned roadway, rubble mounds (potentially containing asbestos containing materials (ACMs)) and use of the Site by the farmer to store farm equipment. • Spills and leaks from filling/removal of contaminating liquids from underground and above ground storage tanks in compound area and electrical substation. • Radon gas (naturally occurring).

Radon The site is located within a medium probability radon area (5% to 10% of homes are estimated to be at or above the action level).

Potential for Collapsible or Compressible Ground and Landslides • There is a very low potential for compressible ground stability hazards and a very low to moderate potential for compressible ground stability hazards on-site.

10026414 Abermule Business Park Site Condition Report

• On-site there is a very low potential of landslides, however off-site within 250m there are six potential areas of land sliding with a low to high risk.

Ecologically Sensitive Areas The site is not located within a designated Environmentally Sensitive Area. However, ancient woodland has been identified located approximately 413m to the northwest and 453m to the north of the Site.

Visual / Olfactory Evidence of Existing Contamination Other than the Made Ground and the presence of non- natural materials recorded, no visual or olfactory evidence of contamination was identified on the site during the ground investigation (Ref 2).

Evidence of Damage to Pollution Prevention Measures None were observed during the site walkover survey (Ref 1) or ground investigation works (Ref 2). Evidence of historic None available. contamination, for example, historical site investigation, assessment, remediation and verification reports (where available)

Baseline soil and groundwater An intrusive ground investigation was carried out by Arcadis reference data to assess the soil and groundwater conditions for this site and was reported within the Abermule Business Park Geo- environmental and Geotechnical Assessment Report (Ref 2). The report concluded that soil samples from Made Ground and natural soils did not record any elevations when screened against commercial end use soil screening values. Arcadis has not been able to confirm whether the possible USTs highlighted in the Phase 1 Desk Study are present on site within the gated compound, however Arcadis has targeted ground investigation data from a nearby exploratory hole (BH104) to assess any potential impact from the USTs and groundwater returned non-detect hydrocarbon impact. Some asbestos was found within Made Ground samples taken from material stockpiles onsite and was recommended to be removed from site and disposed of at an appropriate landfill facility. No contaminant elevations were recorded from tested groundwater samples. Gas monitoring concluded that the site would be classified as a CS1 very low risk site with no protective measures needed. Arcadis notes that 2 of the 6 monitoring wells (BH101 and BH106) were flooded (with groundwater above the level of the slotted response zone) during the post fieldwork monitoring period. Arcadis believes that the data

10026414 Abermule Business Park Site Condition Report

obtained from the other wells during the monitoring period provides a sufficient dataset for the purpose of the proposed development, combined with the absence of significant ground gas sources (e.g. landfill material), and therefore the conclusions of the ground gas risk assessment are consistent with the CSM i.e. no ground gas source. The site is located within a medium probability radon area (5% to 10% of homes are estimated to be at or above the action level). It is recommended that the level of protection required is confirmed with the Local Authority Building Control Department, it is likely that basic protection measures will be required. Tested samples were classified as non-hazardous. Supporting information • Abermule Business Park, Phase 1 Geo-environmental Desk Study (Ref 1) • Abermule Business Park, Geo-environmental and Geotechnical Assessment Report (Ref 2)

3.0 PERMITTED ACTIVITIES

Permitted activities A11- Household, Commercial and Industrial Waste Transfer Station.

Non-permitted activities Application is for a new site not a former waste site. undertaken

Document references for: - Site Boundary Plan (2395/M10/001), depicting boundary for permitted activities, included in Appendix A. • plan showing activity layout; - Proposed Site Plan, showing waste storage areas and (2395/0000.002), included in Appendix A. • environmental risk - Proposed Surface Water Drainage Plan assessment. (2395/0500.001), included in Appendix A.

- Environmental Risk Assessment (ref: 416.00798.00038_ERA)

10026414 Abermule Business Park Site Condition Report

3 REFERENCES 1. Abermule Business Park, Phase 1 Geo-environmental Desk Study, Ref: 0001-UA006590-26-UP32R-01, December 2017. 2. Abermule Business Park, Geo-environmental and Geotechnical Assessment Report, Ref: 10026414- ARC-00-XX-RP-ZZ-0003-02, May 2019.

10026414 Abermule Business Park Site Condition Report

Plans as supplied by Powys County Council: Survey Boundary and Location Plan Existing Site Layout Site Boundary Plan, depicting boundary for permitted activities Proposed Site Plan Proposed Surface Water Drainage Plan

This drawing should not be scaled and any dimensions verified on site. All dimensions are in millimetres unless otherwise stated CWIC is the Central Wales Infrastucture Collaboration project between Powys County Council and Ceredigion County Council and all copyrights are vested in each respective Authority. This drawing is the property of CWIC Engineering Design Services and is issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part without the consent in writing of CWIC Engineering Design Services. © Hawlfraint y Goron a hawliau cronfa ddata 2017 Arolwg Ordnans 100024419 (Cyngor Sir Ceredigion) & 100025371 (Cyngor Sir Powys) © Crown copyright and database rights 2017 Ordnance Survey Track 100024419 (Ceredigion County Council) & 100025371 (Powys County Council) Notes

The Court B 4386 A483 TO WELSHPOOL B4386 TO ABERMULE

Maesderwen

Drain

35 Track Severn Trent Water 160mm MP 44 PE Pressurised Foul Rising 92.2m Main with 5m development exclusion zone, (2.5m either CAMBRIAN LINE side of main).

Level Crossing ISSUED FOR Brook.

RAMP Business park site PLANNING currently rented for Rising Bollard agricultural grazing.

Existing site access.

93.0m FOOTPATH KEY

Sewer pump station. Existing plantation woodland to be Business Park Boundary. B 4386 retained and improved with native shrub planting and provision of 14" Water Main (STW). hibernacula features.

EP Electric sub Posts Development Exclusion Zone, Parc Busnes Abermiwl station. Water Main. Severn Trent Water 14" Pond Water Main with 12m (Abermule Business Park) TP Foul Rising Main (STW). development exclusion zone, Drain EP Development Exclusion Zone, (6m either side of main). El Sub Sta EP Rising Main. Underground Cable (BT).

Business park site currently rented for agricultural grazing. TP Track BT underground cable. CAMBRIAN LINE

Drain Bryn-y-Maes Drain

MP 44.25 EP

Tanks Pond

Agricultural grazing field.

Recently enhanced existing Great Crested Newt breeding pond and receptor site. Track Drain

EP Rev Date Description By Chkd

TP Amendments

EDS West Manager : Steve Hallows CEng MICE A 483 01545 572513 [email protected] West: Penmorfa, Aberaeron, Ceredigion, SA46 0PA

EDS East Manager : Gareth Price CEng CEnv MICE 0845 607 6060 [email protected] North: Kirkhamsfield Depot, Pool Road, Newtown, Powys, SY16 3AF Mid: County Hall, Spa Road East, Llandrindod Wells, Powys, LD1 5LG South: Neuadd Brycheiniog, Cambrian Way, Brecon, Powys, LD3 7HR TP

Project Abermule Business Park Development. Track

CAMBRIAN LINE Drawing Title Existing Site Layout.

A483 TO NEWTOWN

By LMC Checked DB Scale at A1 1:1000 Date 13/03/18

Project Number Drawing Number Revision

PLAN H2395 2395/P03/002 Scale 1:1000 Drawing Filename : - 2395-P03 - Abermule Recycling Bulking Facility, Abermule Business Park.dwg Last saved : - 26/04/2018 Drawing Path:- X:\CONSULT\PROJECTS\2300-99\2395 Newtown Waste Transfer Station\Abermule Business Park\Drawings\Preliminary Drawing Path:- X:\CONSULT\PROJECTS\2300-99\2395 Newtown Waste Transfer Station\Abermule Business Park\Drawings\Miscellaneous

A483 TO NEWTOWN 93.2m Pond

Track Drain

A 483 Tanks

CAMBRIAN LINE

Bryn-y-Maes

Drain Track

RECYCLING BULKING

FACILITY. B 4386 B

MP 44.25 Track Scale 1:1000

PLAN (Abermule Business Park) Business (Abermule

Parc Busnes Abermiwl A483 TO WELSHPOOL 93.0m El Sub Sta

CAMBRIAN LINE

Pond

PIPE INVERT PIPE Drain

Track Posts

Rising Bollard

Drain

POST PIPE INVERT PIPE

Maesderwen

WALL TUNNEL Track OS LOCATION PLAN Scale 1:25000 Business Park. Abermule Level

Crossing

CL: 91.565 CL: The Court

IC: RAMP 92.2m

B4386 TO ABERMULE MP 44 CAMBRIAN LINE

B 4386 \\penmorfastore\shared_docs\dhpw\HPWdesign\Penseiri\CWIC\Templates\CWIC Logo.jpg Date By Rev Project Number Project Drawing Title is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly in part Ceredigion County Council and all copyrights are vested in each respective Authority. CWIC is the Central Wales Infrastucture Collaboration project between Powys County Council and This drawing is the property of CWIC Engineering Design Services and issued on condition that it This drawing should not be scaled and any dimensions verified on site. 100024419 (Ceredigion County Council) & 100025371 (Powys 100024419 (Cyngor Sir Ceredigion) & 100025371 Powys) without the consent in writing of CWIC Engineering Design Services. All dimensions are in millimetres unless otherwise stated © Crown copyright and database rights 2018 Ordnance Survey © Hawlfraint y Goron a hawliau cronfa ddata 2018 Arolwg Ordnans \\penmorfastore\shared_docs\dhpw\HPWdesign\Penseiri\CWIC\Templates\Logos\iso9001-ukas.png Site Boundary Plan. Recycling Bulking Facility. Abermule Business Park Development. H2395 07/10/19 Date LMC KEY Checked \\penmorfastore\shared_docs\dhpw\HPWdesign\Penseiri\CWIC\Templates\Logos\ohsas18001-ukas.png Drawing Number 2395/M10/001 DB Site Boundary. EDS East Manager : Gareth Price EDS West Manager : Steve Hallows Mid: North: 0845 607 6060 South: 01545 572513 West: Amendments Description Notes Neuadd Brycheiniog, Cambrian Way, Brecon, Powys, LD3 7HR Kirkhamsfield Depot, Pool Road, Newtown, Powys, SY16 3AF Penmorfa, Aberaeron, Ceredigion, SA46 0PA County Hall, Spa Road East, Llandrindod Wells, Powys, LD1 5LG Last saved : - Drawing Filename : - Scale at A1 [email protected] 1:1000 [email protected]

07/10/2019 2395-M10 - Permit Plans.dwg CEng CEnv MICE Revision CEng MICE By

Chkd Tanks Drawing Path:- X:\CONSULT\PROJECTS\2300-99\2395 Newtown Waste Transfer Station\Abermule Business Park\Drawings\Detailed

A483 TO NEWTOWN

Existing junction to be amended; See Drawing 2395/0500.012.

Bryn-y-Maes Drain

Drawing 2395/0300.003. Bryn Y Maes farm; see New fencing and gate at Track SURFACE WATER COMPENSATION dedicated newt habitat. area to be enhanced as Surface water compensation

CAMBRIAN LINE Old road surface to be broken up dedicated newt habitat. and removed to create enhanced (6m either side of main). Severn Trent Water 14" development exclusion zone, Water Main with 12m

STORAGE Existing wooded

area. SLAB

WASH

GREEN Collection Vehicle Parking.

GLASS

25 Existing 26 wooded area.

20 1

A483 TO WELSHPOOL 5 15 Scale 1:500 Collection Vehicle Parking.

PLAN FUEL

10 B 4386 B

MP 44.25

SHED Park) Business (Abermule

Parc Busnes Abermiwl BULKING

OFFICE, WELFARE AND STORAGE

1 93.0m 5 WEIGHBRIDGE

CAMBRIAN LINE 10 PARKING

Main with 5m development PE Pressurised Foul Rising exclusion zone, (2.5m either Severn Trent Water 160mm

30 side of main). STAFF

15 25

20 Parking. Staff

16 Parking. Cycle El Sub Sta

B4386 TO ABERMULE

Pond

PIPE INVERT PIPE Drain

Track Posts

Rising Bollard

Drain Date By Rev Project Number Project Drawing Title is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly in part Ceredigion County Council and all copyrights are vested in each respective Authority. CWIC is the Central Wales Infrastucture Collaboration project between Powys County Council and This drawing is the property of CWIC Engineering Design Services and issued on condition that it This drawing should not be scaled and any dimensions verified on site. 100024419 (Ceredigion County Council) & 100025371 (Powys 100024419 (Cyngor Sir Ceredigion) & 100025371 Powys) without the consent in writing of CWIC Engineering Design Services. All dimensions are in millimetres unless otherwise stated © Crown copyright and database rights 2018 Ordnance Survey © Hawlfraint y Goron a hawliau cronfa ddata 2018 Arolwg Ordnans Proposed Site Plan. Recycling Bulking Facility. Abermule Business Park Development. H2395 Date DRAFTLMC

(As at 16/07/19)Checked Drawing Number 2395/0000.002 EDS East Manager : Gareth Price EDS West Manager : Steve Hallows Mid: North: 0845 607 6060 South: 01545 572513 West: Amendments Description Notes Neuadd Brycheiniog, Cambrian Way, Brecon, Powys, LD3 7HR Kirkhamsfield Depot, Pool Road, Newtown, Powys, SY16 3AF Penmorfa, Aberaeron, Ceredigion, SA46 0PA County Hall, Spa Road East, Llandrindod Wells, Powys, LD1 5LG Last saved : - Drawing Filename : - Scale at A1 [email protected] [email protected] 1:500

16/07/2019 2395-D01 - Bulk Recycling Facility.dwg CEng CEnv MICE Revision CEng MICE By

Chkd Drawing Path:- X:\CONSULT\PROJECTS\2300-99\2395 Newtown Waste Transfer Station\Abermule Business Park\Drawings\Detailed SDS Drawing E84119_01_- Rev A. Surface water soakaway; see 2395/0500.013 subgrade details and

375mm Ø

1:225 IC10 SA3 Drawing 2395/1100.001 for details. ACO KerbDrain HB305; see 160mm to 150mm reducer at ACO gully outlets.

150mm Ø GY1

1:24 Drawing 2395/1100.001 for details. ACO KerbDrain HB305; see

160mm to 150mm reducer at ACO gully GY2 outlets. 150mm Ø 150mm

SA2 1:19 GY6

375mm Ø IC1

1:225 375mm Ø 375mm 1:225 CN1 SA1

IC9 225mm Ø 1:225

IC5 1:150 GY3 375mm Ø 375mm

RE2 1:225 375mm Ø 375mm

GY5 150mm Ø 150mm Ø 150mm

150mm Ø 1:25 GY4

1:150 BTIC IC4

outlet. adaptor at ACO gully 200mm to 225mm 225mm Ø 225mm

225mm Ø 1:225 1:16

1:225 1:129 Ø 375mm VENT IC2

375mm Ø GY7 INT1 instructions; to include alarm, base slab nominal size 100, with 375mm inlet and Class 1 Full Retention Oil Interceptor; shafts (where required), 2 No. 450mm x and cover slab (where required), extension outlet. Installation to manufacturers 1:225 450mm D400 cover and frame.

IC3

225mm Ø connections. See Note 2. Assumed downpipe

1:225

1:64 Ø 375mm 375mm Ø 375mm IC8

IC6

1:225 Drawing 2395/1100.001 for details. ACO KerbDrain HB305; see 225mm Ø 225mm Installation to manufacturers instructions; inlet and outlet respectively. required), 2 No. 450mm x D400 include alarm, base slab and cover nominal size 30, with 315mm inlet and outlet. (where required), extension shafts cover and frame. 225mm to 315mm adaptor, Class 1 Full Retention Oil Interceptor; and 315mm to 225mm reducer required at IC11 150mm Ø 225mm Ø 1:225 Scale 1:250 RE1 1:60 See Note 2. connections. downpipe Assumed Drawing 2395/1100.001 for details. ACO KerbDrain HB305; see PLAN 160mm to 150mm reducer at ACO gully outlet. connections. See Note 2. Assumed downpipe GY8 IC12 IC7 See Note 2. connections. downpipe

Assumed

225mm Ø 225mm 1:225

150mm Ø

1:116 GY17 225mm Ø 1:225 IC20 IC13 160mm to 150mm reducer at ACO gully outlet. IC19

IC21

225mm Ø 160mm to 150mm

reducer at ACO 1:225 gully outlet.

1:225

225mm Ø 225mm 225mm Ø 225mm 1:225

INT2 VENT

SA4 150mm Ø 150mm SA5 VENT For all connections, pipe sizes and gradients, see schedules on Drawings 2395/0500.002, 003, 004, 005, 006. 225mm Ø IC18

1:225 1:22 GY9

See Note 2.

connections. downpipe Assumed

TP 1:32 SA6 IC17 GY18

GY19

150mm Ø 150mm

225mm Ø 1:225

1:80 1:225

225mm Ø 225mm 225mm Ø 225mm 225mm Ø IC22 IC24 IC23 1:80 Drawing 2395/1100.001 for details. ACO KerbDrain HB305; see

SDS Drawing E84119_02_- Rev A. Surface water soakaway; see 2395/0500.013 subgrade details and

225mm Ø 225mm 1:225 150mm Ø 1:15 IC16

GY16 1:225 150mm Ø

1:114 225mm Ø 225mm GY15 IC15 CN3 GY14 150mm Ø 1:117 GY13 CN2 GY12

225mm Ø

1:225

IC14

1:150

PIPE INVERT PIPE 150mm Ø 150mm GY11

150mm Ø 1:150 GY10 Date By Rev Project Number Project Drawing Title is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly in part Ceredigion County Council and all copyrights are vested in each respective Authority. CWIC is the Central Wales Infrastucture Collaboration project between Powys County Council and This drawing is the property of CWIC Engineering Design Services and issued on condition that it This drawing should not be scaled and any dimensions verified on site. 100024419 (Ceredigion County Council) & 100025371 (Powys 100024419 (Cyngor Sir Ceredigion) & 100025371 Powys) without the consent in writing of CWIC Engineering Design Services. All dimensions are in millimetres unless otherwise stated © Crown copyright and database rights 2018 Ordnance Survey © Hawlfraint y Goron a hawliau cronfa ddata 2018 Arolwg Ordnans 1) Drawing to be used with Drawings 2395/0500.002, 003, Drawings E84119_01_- Rev A & E84119_02_- A. drains to be Type 1 Subbase. 3) Bed Types to Highway Construction Details. Backfill 004, 005, 006, 011 & 013, Drawing 2395/1100.001, and SDS subject to design and build of buildings. 2) Downpipe locations, gullies, connections and quantity Proposed Surface Water Drainage Plan. Recycling Bulking Facility. Abermule Business Park Development. H2395 10/07/19 Date LMC

DRAFT VENT KEY

(As at 16/07/19)Checked Drawing Number 2395/0500.001 DB EDS East Manager : Gareth Price EDS West Manager : Steve Hallows Mid: North: 0845 607 6060 South: 01545 572513 West: Amendments Description Notes Neuadd Brycheiniog, Cambrian Way, Brecon, Powys, LD3 7HR Kirkhamsfield Depot, Pool Road, Newtown, Powys, SY16 3AF Penmorfa, Aberaeron, Ceredigion, SA46 0PA County Hall, Spa Road East, Llandrindod Wells, Powys, LD1 5LG Last saved : - Drawing Filename : - Drain to Schedule. PVCu Surface Water SDS Soakaway System. Gully to Schedule. Chamber to Schedule. Vent Pipe. ACO KerbDrain HB305. Assumed Connection. Scale at A1 [email protected] [email protected] 1:250

16/07/2019 2395-D01 - Bulk Recycling Facility.dwg CEng CEnv MICE Revision CEng MICE By

Chkd

Arcadis (UK) Limited

Level 1 2 Glass Wharf Temple Quay Bristol BS2 0FR T: +44 (0)117 372 1200

arcadis.com