ES Part 1 Appendix 7 - warrington.gov.uk · Immediately report any discrepencies on this document...

204 Extra MSA Group, Warrington MSA, J11 M62 - ES - ES Part 1

ES Part 1 Appendix 7

2

5

3

0

3

5

2

3

2

4

2

6

2

7

2

8

2

9

3

1

3

2

3

3

3

4

3

6

3

7

Long

Load

Park

ing

Silver Lane Brook

- Diversion

HGV FuelFilling StationTa

nker

Car Fuel FillingStation

FFL: 22.65mAOD

27.7m

M 62

POTENTIAL SLOPERE-GRADING

CLIENT:APDCHKDESCRIPTIONBYDATE

STATUS:

REV

TITLE:

PROJECT:

APPROVED:

FILE REF:

SCALE @ A3:

DRAWN:

CHECKED:

DATE:

PROJECT No:

DRAWING No:

REV:

ITM12377-SK-025

ITM12377WARRINGTON MSA, JUNCTION 11 M62

PRELIMINARY SITE ACCESS LAYOUT

EXTRA MSA GROUPFOR INFORMATION

1:1000

ITM12377 JB

JH SE

19.03.19

B

Z:\P

roje

cts\

1237

7ITM

M62

War

ringt

on M

SA\T

ech\

Acad

\i-Tr

ansp

ort D

raw

ings

\Wor

king

Dra

win

gs\S

K\IT

M12

377-

SK-0

25B.

dwg

UPDATED ROUNDABOUTLAYOUT

JB05.06.19A GJ GJ

Tel: 0161 830 2172Fax: 0161 830 2173

www.i-transport.co.uk

Centurion House, 129 DeansgateManchester, M3 3WR

REPRODUCED FROM THE ORDNANCE SURVEYMAP WITH THE PERMISSION OF THE

CONTROLLER OF HER MAJESTY'S STATIONERYOFFICE. LICENCE No. 100044286.

© CROWN COPYRIGHT RESERVED.

DRAWING ISSUED FOR FEASIBILITY CONSIDERATION AND PLANNING PURPOSES ONLY. DRAWINGNOT TO BE USED FOR CONSTRUCTION. I-TRANSPORT LLP ACCEPT NO RESPONSIBILITY FOR

ERRORS MADE BY OTHERS IN SCALING FROM THIS DRAWING. MEASUREMENTS SHOULD BETAKEN FROM FIGURED DIMENSIONS ONLY. CDM REQUIREMENTS CONSIDERED AT FEASIBILITY

STAGE ONLY. FURTHER CONSIDERATION REQUIRED BY DETAILED DESIGN TEAM. 0 25 50 100

SCALE BAR @ 1:1000

10

UPDATED SITE LAYOUTPH25.07.19B GJ GJ

Extra MSA Group, Warrington MSA, J11 M62 - ES Part 1 205


Track

GL 20.23CL 20.72

GL 21.67CL 22.08

GL 22.15CL 22.50

Scale Date

ASPECT HOUSEASPECT BUSINESS PARK

BENNERLEY ROADNOTTINGHAM. NG6 8WR

T: 01159 647280F: 01159 751576

LEGEND19

0812

-403

.080

62.0

0001

_War

ringt

on M

SA_L

M-1

-LC

-1-L

C-2

.dw

g

www.slrconsulting.com

© This drawing and its content are the copyright of SLR Consulting Ltd and may not be reproduced or amended except by prior written permission. SLR Consulting Ltd accepts no liability for any amendments made by other persons.

LC-1

1:5,000 @A2 AUG 2019

LANDSCAPE CONTEXTINDICATIVE WIDER LANDSCAPE

WARRINGTON MSA J11/M62

NEXISTING WOODLAND / TREE

FLOWER RICH ACIDGRASSLAND WITHIN MSA

AMENITY GRASSLAND WITHINMSA

CHILDREN'S PLAY AREA

APPLICATION SITE BOUNDARY

AMENITY BUILDING

FUEL FILLING STATION /ELECTRIC CHARGING STATION

PROPOSED DEVELOPMENT STRATEGY

GAS MAIN

PROPOSED AREA OF MIXEDWOODLAND / TREE AND SHRUBPLANTING

ROUGH GRASSLAND

EXISTING POND

EXISTING WATERCOURSE

WILDFLOWER MEADOW

EXISTING DEVELOPMENT

PERMISSIVE BRIDLEWAY

PERMISSIVE FOOTPATH

NEW STRATEGIC GREEN LINK

LANDSCAPE PROPOSALS

PUBLIC FOOTPATH

DIVERTED SILVER LANE BROOK,MARGINS AND/ MARSHY ACIDGRASSLAND

Scale Date



T: 01159 647280F: 01159 751576

LEGEND19

0812

-403

.080

62.0

0001

_War

ringt

on M

SA_L

M-1

-LC

-1-L

C-2

.dw

g



LM-1

1:2,500 @ A3 AUG 2019

LANDSCAPE MASTERPLANINDICATIVE LANDSCAPE MASTERPLAN


NEXISTING WOODLAND / TREES

TREE AND SHRUB PLANTING

FLOWER RICH ACID GRASSLAND

DIVERTED SILVER LANE BROOK,MARGINS AND/ MARSHY ACIDGRASSLAND

PUBLIC RIGHT OF WAY(DIVERTED)

PERMISSIVE FOOTPATH(WITHIN SITE)

AMENITY GRASSLAND

CHILDREN'S PLAY AREA

PROPOSED LANDSCAPE SCHEME


PROPOSED DEVELOPMENT AREAS

PUBLIC RIGHT OF WAY (OFFSITE)

GAS MAIN

FACILITY BUILDING

FUEL FILLING STATION /ELECTRIC CHARGING STATION

PERMISSIVE ROUTE ONRESTORED LANDFILL

Track

GL 20.23CL 20.72

GL 21.67CL 22.08

GL 22.15CL 22.50

27

M 62

Pond

M 62

14

LEACRO

FT ROAD

SILVER LANE

Prestwood Court

1

8 9

1214

15

16

26

21

22

31

Drain

Drain

Pond

Pond

Drain

Drain

Drain

B1

D4

D5

New Hall Lane

D1D3D2

D6 D7

D8

D9 D10

C1

C2

Drain

EF

Drain Dr

ain

3233

Ward Bdy

CR

20

WAY

Ward

Bdy

22

CR

SILV

ER

M 62

LANE

M 62

SILVER LAN

E

Drain

Drain

Und

Def

Frank's Farm

Def

Def

Und

Brookfields

Pond

Track

Scale Date



T: 01159 647280F: 01159 751576

LEGEND19

0812

-403

.080

62.0

0001

_War

ringt

on M

SA_L

M-1

-LC

-1-L

C-2

.dw

g



RA-1

1:5,000 @ A3 AUG 2019

RECREATIONAL ACCESSINDICATIVE WIDER SITE CONTEXT


N

PUBLIC RIGHT OF WAYDIVERTED (PLANINGS)

PERMISSIVE FOOTPATH(GRASS)


PERMISSIVE BRIDLEWAY (PLANINGS)

PERMISSIVE FOOTPATH (PLANINGS)

PUBLIC FOOTPATH (GRASS)

WIDER LANDSCAPE

MOTORWAY SERVICE AREA (MSA)

Gas Transmission Line

12m GTL Easement

12m GTL Easement

96m GTL Easement

Restored Risley Landfill Site

Silver Lane Broo

k - Diversion

M62J11

Tank

er

Service Yard

Car park entrance 1

Car park entrance 2

Car park entrance 3

Maintenance Access

Play Area

Long

Load

Par

king

Silver Lane Brook - Diversion

HGV Fuel Filling Station

Peat Habitat Zone

Public Footpath

Coach Parking(16 Spaces)

HGV Parking(105 Spaces)

Caravan Parking(15 spaces)

Car Fuel Filling Station

FFL: 22.55m AOD

Silver Lane

Facilities Building

FFL: 20.65m AOD

Car Parking (536 Spaces)

Document Reference:

Client:

Project No: Project Name:

Created By: Reviewed By: Scale at A1:Date:

Rev: Date: Description: By: Rvw:

This document is © architecture519 Ltd. If in doubt ASK. Drawing measurements shall not be

obtained by scaling. Verify all dimensions prior to construction or product manufacture.

Immediately report any discrepencies on this document to the Architect. This document shall be

read in conjunction with associated models, specifications and related consultants documents.

Status: Code Suitability description

Revision: Code Revision status

Planning

a. The Studio, Candle House, 1 Wharf

Approach, Granary Wharf,

Leeds, LS1 4GH

e. [email protected]

w. www.architecture519.com

t. 0113 213 5656

Project - Originator - Volume - Level - Type - Role - Number

1 : 1250

P9

INDICATIVE SITE PLAN

WARRINGTON MOTORWAY SERVICE AREA, J11 M622562

JLR 01.04.19TW

EXTRA MSA GROUP

RMS - 519 - ZZ - XX - DR - A - 0751

N

0 50 125 m25

KEYApplication Boundary

1:1250

NOTES:

The site boundary is based on Wardell Armstrong drawing no SH11739-006 with amendments discussed with Wardell Armstrong, Shoosmiths, Spawforths and i-transport and approved by Extra.

This red line boundary is to be used for planning purposes only.

Site and surrounding information based on Ordnance Survey Plan Information supplied by Spawforths. Licence no. 100022432.

Area of restored landfill site amended to reflect current site conditions.

This drawing is indicative and the plan, elevation, massing and detailing are all subject to change within the bounds of the parameter drawings submitted as part of this application.

P1 20.03.19 i-Transpoty access plan added, amenity building updated TW TWP2 11.04.19 Context coordination. FFS update JLR TW

P3 02.05.19 Play area moved in line with HSE comments. Parking adjusted to accomodate revised playarea. Bus stop added following public consultation in line with Extra instruction. Pedestrianlink from car parking to PROW added in line with Spawforths comments.

TW TWP4 22.05.19 Planning Draft For Review TW NABP5 11.07.19 New site layout to incorporate peat habitat zone JLR TWP6 16.07.19 Site plan updated in accordace with comments from highway engineer JLR TWP7 19.07.19 Bulding plan updated. Additional colour and detail attached JLR TWP8 25.07.19 FFL's updated JLR TWP9 26.07.19 Outline Planning Issue JLR TW

SiteRestored Landfill Site Adjacent FieldDrainage Ditch Facilities Building Naturalised Silver Lane Brook

SiteM62 Adjacent FieldSite

Facilities BuildingFuel Filling StationNaturalised Silver Lane BrookNaturalised Silver Lane Brook

Restored Landfill in backgroundLevels shown approximately only

10752

20752

Document Reference:

Client:










Planning



Leeds, LS1 4GH



t. 0113 213 5656


As indicated

P2

INDICATIVE SITE SECTIONS


JLR 01.04.19TW

EXTRA MSA GROUP

RMS - 519 - ZZ - XX - DR - A - 0752

1 : 1250INDICATIVE SITE SECTION 01

1 : 1250INDICATIVE SITE SECTION 02

1 : 2500INDICATIVE SECTION KEY PLAN

N

0 100 250 m50


1:2500

0 50 125 m25

1:1250

NOTES:






P1 22.05.19 Planning Draft For Review TW NABP2 26.07.19 Outline Planning Issue JLR TW

Facilites - Back of House

Facilities - Public Facility

Facilities - Lettable Area

Facilities - Plant

Facilities - Public Circulation

Hotel - Back Of House

Hotel - Bedrooms

Hotel - Circulation

Hotel - Front Of House

Hotel - Plant

Amenity - Lettable Area

Facilites - Back of House

Facilities - External Plant

Facilities - Lettable Area

Facilities - Public Circulation


Hotel - Bedrooms

Hotel - Circulation


Hotel - Bedrooms

Hotel - Circulation

Document Reference:

Client:










Planning



Leeds, LS1 4GH



t. 0113 213 5656


1 : 500

P2

INDICATIVE FLOOR PLANS


TW 21.03.19TW

EXTRA MSA GROUP

RMS - 519 - ZZ - XX - DR - A - 0760

1 : 500INDICATIVE GROUND FLOOR PLAN

1 : 500INDICATIVE FIRST FLOOR PLAN

1 : 500INDICATIVE SECOND FLOOR PLAN


NOTES:






1:500

N

0 25 50 m

30765

10765

20765

40765

Fuel Filling Station BuildingFFL 22.550

Car Fuel Filling Forecourt

HGV Fuel Filling ForecourtTa

nker

Bay

Long

Load

Par

king

HGV Parking

Document Reference:

Client:










Planning



Leeds, LS1 4GH



t. 0113 213 5656


As indicated

P2

INDICATIVE FUEL FILLING STATION PLANS ANDELEVATIONS


TW 22.05.19NAB

EXTRA MSA GROUP

RMS - 519 - ZZ - XX - DR - A - 0765

1 : 2500INDICATIVE FUEL FILLING STATION KEY PLAN

1 : 500INDICATIVE FUEL FILLING STATION GROUND FLOOR PLAN

1 : 50001 - FFS INDICATIVE NORTH MASSING ELEVATION

1 : 50002 - FFS INDICATIVE WEST MASSING ELEVATION

1 : 50003 - FFS INDICATIVE EAST MASSING ELEVATION

1 : 50004 - FFS INDICATIVE SOUTH MASSING ELEVATION

N

0 100 250 m50


1:2500

0 25 50 m

1:500


NOTES:






30770

50770

10770

40770

60770 2

0770

10752

----

Restored Landfill in backgroundLevels shown approximately only

Document Reference:

Client:










Planning



Leeds, LS1 4GH



t. 0113 213 5656


1 : 500

P2

INDICATIVE MASSING ELEVATIONS, SECTIONS AND ROOFPLAN


TW 21.03.19TW

EXTRA MSA GROUP

RMS - 519 - ZZ - XX - DR - A - 0770

1 : 500INDICATIVE ROOF PLAN

1 : 50001 - INDICATIVE SOUTH MASSING ELEVATION

1 : 50002 - INDICATIVE EAST MASSING ELEVATION

1 : 50003 - INDICATIVE NORTH MASSING ELEVATION

1 : 50004 - INDICATIVE WEST MASSING ELEVATION

1 : 50005 - INDICATIVE SECTION 05

1 : 50006 - INDICATIVE SECTION 06


NOTES:






1:500

N

0 25 50 m

NOTES

LEGEND

Scale Date



T: 01159 647280F: 01159 751576

1908

13-0

9361

.000

01_I

llust

rativ

e_C

ross

_Sec

tions

_SH

.dw

g



BD-1

1:200 (OR AS SHOWN) A2 AUG 2019

ILLUSTRATIVE CROSS SECTIONSSILVER LANE BROOK DIVERSION


EXISTING LEVELS RETAINED TOPROTECT EXISTING TREES.

STAND-OFF AND EMBANKMENT TOBE MANAGED AS A SPECIES-RICH

GRASSLAND CORRIDOR

1) NORTHERN CHANNEL

2) EASTERN CHANNEL

3) SOUTHERN CHANNEL

PROPOSED GROUND LEVELPROFILE

EXISTING GROUND LEVELPROFILE

PARKING

RIVER DIVERSION. WATER SHOWN AT 0.5M DEPTH WITHSHALLOW MARGINS AND NATURAL REGENERATION OF

AQUATICS AND MARGINAL PLANTS.

PROPOSED TREE AND SHRUBPLANTING ADJACENT TO

ACCESS ROAD

STONE COBBLES, BOULDERS, PEBBLES ANDGRAVELS, AS WELL AS WOODY DEBRIS AND LOGS TO

PROVIDE A VARIED RIVER BED ENCOURAGINGRIFFLES AND AQUATIC BIODIVERSITY

EXCAVATED CHANNEL COVERED WITHSITE-DERIVED TOPSOIL LAYER.

FOLLOWED BY NATURAL REGENERATIONOF AQUATICS AND MARGINAL PLANTS

GAS MAIN

24M EASEMENT FOR GAS MAIN

PEATLAND HABITAT ZONE - TO BE A DIVERSE MIXTURE OFREGENERATING SCRUB, DRY AND WET HEATHLAND AND BOG

POOLS. LEVELS RAISED USING SITE DERIVED PEAT ANDSHAPED SO AS TO TIE IN WITH EXISTING GROUND LEVELS

THE PROPOSED DIVERSION AND ENHANCEMENTOF THE SILVER LANE BROOK INCORPORATESMEASURES TO INCREASE TREE COVER ANDPUBLIC ACCESS TO CONTRIBUTE POSITIVELY TOTHE OBJECTIVES OF THE MERSEY FOREST.

THESE SECTIONS ARE NOT BASED ON PRECISELOCATIONS, BUT THEY AIM TO DEMONSTRATETHE OVERALL APPROACH IN TERMSBIODIVERSITY AND LANDSCAPE ENHANCEMENTOF THE DIVERTED RIVER CORRIDOR.

ENGINEERED DETAILS, CROSSING POINTS ANDDRAINAGE CONNECTIONS ARE NOT SHOWN ANDARE TO BE DETERMINED.

PROPOSED NATIVE TREE AND SHRUBPLANTING ALONG SITE BOUNDARY TO

IMPROVE LANDSCAPING AND ECOLOGICALVALUE OF EXISTING TREE BELT ANDENCLOSURE OF THE DEVELOPMENT

RIVER DIVERSION. WATER SHOWN AT 0.5MDEPTH WITH SHALLOW MARGINS AND

NATURAL REGENERATION OF AQUATICSAND MARGINAL PLANTS

TREE LINED MARGINS (SUCH ASWILLOWS AND ALDER)

PROPOSED NATIVE TREE AND SHRUBPLANTING ALONG SITE BOUNDARY TO

IMPROVE LANDSCAPING AND ECOLOGICALVALUE OF EXISTING TREE BELT ANDENCLOSURE OF THE DEVELOPMENT

EXISTING LEVELS RETAINED TOMAINTAIN STAND-OFF TO GASMAIN. TO BE MANAGED AS ASPECIES-RICH GRASSLAND

CORRIDOR

EXISTING TREE / SHRUB

PROPOSED NATIVE TREE /SHRUB PLANTING

RIVER DIVERSION. WATER SHOWN AT 0.5M DEPTH WITHSHALLOW MARGINS AND NATURAL REGENERATION OF

AQUATICS AND MARGINAL PLANTS

PROPOSED TREE LINEDMARGINS (ALDER / WILLOW)

PROPOSED ADDITIONAL NATIVE TREE AND SHRUBPLANTING ALONG SITE BOUNDARY TO IMPROVE

LANDSCAPING AND ECOLOGICAL VALUE OF EXISTINGTREE BELT AND ENCLOSURE OF THE DEVELOPMENT

PROPOSED IN-CHANNEL FEATURESTO IMPROVE ECOLOGICAL AND

LANDSCAPE VALUE

ILLUSTRATIVE INSET TO CHANNEL BASE (1:50)

SKETCH PLAN VIEW

CURRENT

EDDY

EDDY

ROCKS OR COBBLES

GRAVELBARS

RIFFLES

WOODYDEBRIS

FOR SECTIONS

PERMISSIVE FOOTPATH

PERMISSIVEFOOTPATH

PERMISSIVEFOOTPATH

ILLUSTRATIVEBOUNDARYWITH M62

PEAT TO BE STRIPPEDOUT TO BASE ANDREPLACED WITHSTRUCTURAL FILL

CAR FUEL FILLING AREA

PEAT TO BE STRIPPEDOUT TO BASE ANDREPLACED WITHSTRUCTURAL FILL

STRUCTURAL FILLTO RAISE LEVELSTO FORMATION

INTERNALACCESS ROAD

AND GRASSVERGES

PROPOSED TREE AND SHRUBPLANTING ADJACENT TO ACCESS

ROAD

PROPOSED AMENITYGRASSLAND

PROPOSED FLOWER RICHGRASSLAND

IN-SITU GROUND /AREA OF FILL

INTERNALACCESS ROAD

AND GRASSVERGES

INTERNALACCESS ROAD

AND GRASSVERGES

DRG SIZE SCALE DATE

REV

DRAWN BY CHECKED BY APPROVED BY

DRG No.

PROJECT

CLIENT

22/07/2019

REVISION

DRAWING TITLE

CHK'D

© Copyright Reserved

DETAILS APP'D

1:2,500

DRAWNDATE

CRHSSW

A3

BSH11739/018

FIGURE 10.4PEAT DEPTH

WARRINGTON MOTORWAY SERVICE AREA,J11 M62

EXTRA MOTORWAY SERVICE AREA GROUP

CRCR

HSHS

SWSW

JULY 2019APRIL 2019

SITE BOUNDARY AMENDMENTSFIRST ISSUES

BA

Notes:

Survey undertaken in January 2019 by Wardell Armstrong.

Depths are below ground level and therefore include theupper approximately 0.36 m of peaty agricultural topsoil.

Aerial imagery shown for context purposes only.

Boundaries are indicative.

0.29 m 0.2 m 0.29 m 0.76 m 1.2 m0.26 m

1.3 m1.41 m0.79 m0.47 m0.41 m

0.69 m0.93 m 1.4 m 1.5 m 1.65 m

1.75 m1.41 m1.62 m0.83 m0.51 m

0.48 m 0.75 m 1.61 m 1.57 m0.54 m

1.64 m1.03 m0.2 m

0.33 m 0.27 m0.7 m

0.52 m0.29 m0.3 m

0.34 m 0.45 m 0.84 m

0.48 m0.48 m0.24 m

0.25 m0.26 m 0.23 m

0.4 m

0.25 m

0.3 m

0.28 m

0.33 m1.05 m

0.34 m

0.4 m

0.38 m

0.4 m

© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 HERE

0 100

Metres

KEYSite BoundaryPeat Depth Survey AreaSurvey Points

Peat Depth Interpolation0.0 ≤ x < 0.5 m0.5 ≤ x < 1.0 m1.0 ≤ x < 1.5 m1.5 ≤ x < 2.0 m

DRG SIZE SCALE DATE

REV

DRAWN BY CHECKED BY APPROVED BY

DRG No.

PROJECT

CLIENT

22/08/2019

REVISION

DRAWING TITLE

CHK'D

© Copyright Reserved

DETAILS APP'D

1:2,500

DRAWNDATE

CRHSSW

A3

CSH11739/034

FIGURE 10.5INDICATIVE PEAT DEPTH AND SITE LAYOUT

WARRINGTON MOTORWAY SERVICE AREA,J11 M62

EXTRA MOTORWAY SERVICE AREA GROUP

CRCRCR

HSHSHS

HMSWSW

07/201907/201904/2019

SITE LAYOUT AMENDEDSITE BOUNDARY AMENDMENTS

FIRST ISSUE

CBA

Notes:

Survey undertaken in January 2019 by Wardell Armstrong.

Depths are below ground level and therefore include theupper approximately 0.36 m of peaty agricultural topsoil.

Boundaries are indicative.

Site Layout taken from Site Layout Option B1

0.29 m 0.2 m 0.29 m 0.76 m 1.2 m0.26 m

1.3 m1.41 m0.79 m0.47 m0.41 m

0.69 m0.93 m 1.4 m 1.5 m 1.65 m

1.75 m1.41 m1.62 m0.83 m0.51 m

0.48 m 0.75 m 1.61 m 1.57 m0.54 m

1.64 m1.03 m0.2 m

0.33 m 0.27 m0.7 m

0.52 m0.29 m0.3 m

0.34 m 0.45 m 0.84 m

0.48 m0.48 m0.24 m

0.25 m0.26 m 0.23 m

0.4 m

0.25 m

0.3 m

0.28 m

0.33 m1.05 m

0.34 m

0.4 m

0.38 m

0.4 m

0 100

Metres

KEYSite BoundaryPeat Depth Survey AreaSurvey Points

Peat Depth Interpolation0.0 ≤ x < 0.5 m0.5 ≤ x < 1.0 m1.0 ≤ x < 1.5 m1.5 ≤ x < 2.0 m

Peat HabitatZone

A

A

B

B

C

C

D

D

Elevation (mAO

D) El

evat

ion

(mAO

D)

Longsection A(Vertical Exaggeration x2.50)

18.5019.00

20.00

21.00

22.00

23.00

18.5019.00

20.00

21.00

22.00

23.00

Distance (m)

Existing Levels

Proposed Levels

Base of Peat

2.50

5.00

7.50

10.0

0

12.5

0

15.0

0

17.5

0

20.0

0

22.5

0

25.0

0

27.5

0

30.0

0

32.5

0

35.0

0

37.5

0

40.0

0

42.5

0

45.0

0

47.5

0

50.0

0

52.5

0

55.0

0

57.5

0

60.0

0

62.5

0

65.0

0

67.5

0

70.0

0

72.5

0

75.0

0

77.5

0

80.0

0

82.5

0

85.0

0

87.5

0

90.0

0

92.5

0

95.0

0

97.5

0

20.6

8

20.7

0

20.7

1

20.7

3

20.7

5

20.7

8

20.8

1

20.8

4

20.8

6

20.8

9

20.9

2

20.9

4

20.9

6

20.9

9

21.0

1

21.0

3

21.0

5

21.0

6

21.0

8

21.0

9

21.0

8

21.0

6

21.0

5

21.0

2

20.9

8

20.9

1

20.9

1

20.9

1

20.9

1

20.9

0

20.8

9

20.8

9

20.8

8

20.8

7

20.8

6

20.8

5

20.8

9

20.9

4

20.9

9

21.4

7

22.4

3

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.2

9

21.3

1

Elevation (mAO

D) El

evat

ion

(mAO

D)

Longsection B(Vertical Exaggeration x2.50)

18.5019.00

20.00

21.00

22.00

23.00

18.5019.00

20.00

21.00

22.00

23.00

Distance (m)

Existing Levels

Proposed Levels

Base of Peat

2.50

5.00

7.50

10.0

0

12.5

0

15.0

0

17.5

0

20.0

0

22.5

0

25.0

0

27.5

0

30.0

0

32.5

0

35.0

0

37.5

0

40.0

0

42.5

0

45.0

0

47.5

0

50.0

0

52.5

0

55.0

0

57.5

0

60.0

0

62.5

0

65.0

0

67.5

0

70.0

0

72.5

0

75.0

0

77.5

0

80.0

0

82.5

0

85.0

0

87.5

0

90.0

0

92.5

0

95.0

0

97.5

0

21.3

5

21.3

7

21.4

0

21.4

2

21.4

4

21.4

7

21.4

8

21.4

5

21.4

3

21.4

0

21.3

7

21.3

5

21.3

2

21.2

9

21.2

7

21.2

6

21.2

6

21.2

6

21.2

7

21.2

7

21.2

8

21.2

8

21.2

8

21.2

4

21.2

1

21.1

8

21.1

6

21.0

5

21.0

4

21.0

5

21.0

6

21.0

7

21.0

7

21.0

6

21.0

5

21.0

3

21.0

2

21.0

2

21.0

2

21.6

7

22.6

3

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.7

0

21.7

3

Elevation (mAO

D) El

evat

ion

(mAO

D)

Longsection C(Vertical Exaggeration x2.50)

18.5019.00

20.00

21.00

22.00

23.00

18.5019.00

20.00

21.00

22.00

23.00

Distance (m)

Existing Levels

Proposed Levels

Base of Peat

2.50

5.00

7.50

10.0

0

12.5

0

15.0

0

17.5

0

20.0

0

22.5

0

25.0

0

27.5

0

30.0

0

32.5

0

35.0

0

37.5

0

40.0

0

42.5

0

45.0

0

47.5

0

50.0

0

52.5

0

55.0

0

57.5

0

60.0

0

62.5

0

65.0

0

67.5

0

70.0

0

72.5

0

75.0

0

77.5

0

80.0

0

82.5

0

85.0

0

87.5

0

90.0

0

92.5

0

95.0

0

97.5

0

21.6

3

21.6

3

21.6

4

21.6

4

21.6

3

21.6

2

21.6

1

21.6

0

21.5

8

21.5

7

21.5

6

21.5

5

21.5

4

21.5

2

21.5

0

21.4

9

21.4

9

21.4

9

21.4

8

21.4

8

21.4

6

21.4

5

21.4

3

21.4

2

21.4

0

21.2

7

21.2

7

21.2

7

21.2

7

21.2

8

21.2

9

21.3

0

21.3

0

21.3

1

21.3

2

21.3

3

21.3

3

21.3

8

21.4

5

21.9

5

22.9

0

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

7

21.9

1

Elevation (mAO

D) El

evat

ion

(mAO

D)

Longsection D(Vertical Exaggeration x2.50)

18.5019.00

20.00

21.00

22.00

23.00

18.5019.00

20.00

21.00

22.00

23.00

Distance (m)

Existing Levels

Proposed Levels

Base of Peat

2.50

5.00

7.50

10.0

0

12.5

0

15.0

0

17.5

0

20.0

0

22.5

0

25.0

0

27.5

0

30.0

0

32.5

0

35.0

0

37.5

0

40.0

0

42.5

0

45.0

0

47.5

0

50.0

0

52.5

0

55.0

0

57.5

0

60.0

0

62.5

0

65.0

0

67.5

0

70.0

0

72.5

0

75.0

0

77.5

0

80.0

0

82.5

0

85.0

0

87.5

0

90.0

0

92.5

0

95.0

0

97.5

0

21.9

8

21.7

9

21.9

8

21.9

9

22.0

0

22.0

1

22.0

1

22.0

2

22.0

0

21.9

8

21.9

7

21.9

5

21.9

3

21.9

1

21.9

0

21.8

8

21.8

6

21.8

4

21.8

3

21.8

1

21.7

9

21.7

8

21.7

6

21.7

4

21.7

2

21.7

0

21.6

9

21.6

7

21.5

6

21.5

7

21.5

4

21.5

1

21.4

8

21.4

5

21.4

5

21.4

5

21.4

4

21.4

4

21.4

4

21.9

9

22.7

8

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.8

9

22.1

8

20.0

5

20.0

0

19.9

4

19.8

9

19.8

3

19.7

8

19.7

3

19.7

2

19.7

1

19.6

9

19.6

7

19.6

5

19.6

3

19.6

1

19.5

9

19.5

7

19.5

5

19.5

3

19.5

1

19.4

9

19.4

7

19.4

6

19.4

4

19.4

2

19.4

1

19.3

9

19.3

9

19.4

1

19.4

8

19.5

3

19.6

1

19.6

8

19.7

6

19.8

3

19.9

1

19.9

8

20.0

5

20.1

3

20.2

0

Silver Lane Brook - Diversion

Silver Lane Brook

- Diversion

Peat HabitatZone

19.8

9

19.8

3

19.7

7

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

1

19.7

0

19.6

9

19.6

9

19.6

8

19.6

7

19.6

7

19.6

6

19.6

5

19.6

5

19.6

4

19.6

3

19.6

2

19.6

1

19.6

0

19.5

9

19.6

1

19.6

7

19.7

5

19.8

3

19.9

1

19.9

9

20.0

7

20.1

5

20.2

3

20.3

1

20.2

5

20.2

4

20.2

2

20.2

0

20.1

9

20.1

7

20.1

5

20.1

4

20.1

2

20.1

1

20.1

0

20.0

8

20.0

7

20.0

6

20.0

4

20.0

3

20.0

1

20.0

0

19.9

7

19.9

4

19.9

3

19.9

1

19.9

0

19.8

8

19.8

7

19.8

6

19.8

4

19.8

3

19.8

1

19.8

0

19.7

8

19.7

7

19.7

6

19.7

6

19.7

6

19.7

6

19.7

7

19.7

7

19.7

7

21.0

8

21.0

4

21.0

0

20.9

6

20.9

2

20.8

8

20.8

4

20.8

0

20.7

6

20.7

2

20.6

8

20.6

4

20.6

1

20.5

7

20.5

3

20.5

0

20.4

8

20.4

6

20.4

4

20.4

3

20.4

1

20.3

9

20.3

7

20.3

6

20.3

4

20.3

2

20.3

0

20.2

9

20.2

7

20.2

5

20.2

3

20.2

1

20.2

0

20.1

8

20.1

7

20.1

5

20.1

4

20.1

3

20.1

2

-1.62-1.62

-1.74-1.74

-2.13-2.13

-1.89-1.89

-1.43-1.43

-0.98-0.98

-1.65-1.65

-2.11-2.11

-2.62-2.62

-3.14-3.14

-3.38-3.38

-3.36-3.36

-3.33-3.33

-3.05-3.05

-2.36-2.36

-1.79-1.79

-1.48-1.48

-1.45-1.45

-1.70-1.70

-2.07-2.07

-2.47-2.47

-2.65-2.65

-2.42-2.42

-1.82-1.82

-0.97-0.97

-0.56-0.56

-1.73-1.73

-1.92-1.92

-2.43-2.43

-2.95-2.95

-3.23-3.23

-3.27-3.27

-3.32-3.32

-3.36-3.36

-3.39-3.39

-3.38-3.38

-3.36-3.36

-3.34-3.34

-3.31-3.31

-3.29-3.29

-3.27-3.27

-3.28-3.28

-3.28-3.28

-3.27-3.27

-3.26-3.26

-3.24-3.24

-3.23-3.23

-3.21-3.21

-2.57-2.57

-1.27-1.27

-0.93-0.93

-0.62-0.62

-1.47-1.47

-1.79-1.79

-2.29-2.29

-2.78-2.78

-3.08-3.08

-3.12-3.12

-3.15-3.15

-3.19-3.19

-3.23-3.23

-3.28-3.28

-3.32-3.32

-3.36-3.36

-3.39-3.39

-3.41-3.41

-3.38-3.38

-3.36-3.36

-3.34-3.34

-3.32-3.32

-3.31-3.31

-3.32-3.32

-3.32-3.32

-3.32-3.32

-3.30-3.30

-3.29-3.29

-3.27-3.27

-3.26-3.26

-3.26-3.26

-2.75-2.75

-1.50-1.50

-0.66-0.66

-1.57-1.57

-1.35-1.35

-1.63-1.63

-2.14-2.14

-2.65-2.65

-2.93-2.93

-2.97-2.97

-3.00-3.00

-3.04-3.04

-3.07-3.07

-3.11-3.11

-3.14-3.14

-3.19-3.19

-3.23-3.23

-3.28-3.28

-3.32-3.32

-3.37-3.37

-3.40-3.40

-3.42-3.42

-3.41-3.41

-3.38-3.38

-3.36-3.36

-3.35-3.35

-3.35-3.35

-3.36-3.36

-3.36-3.36

-3.36-3.36

-3.34-3.34

-3.33-3.33

-3.32-3.32

-3.31-3.31

-3.28-3.28

-3.23-3.23

-3.09-3.09

-2.00-2.00

-1.02-1.02

-1.62-1.62

-1.59-1.59

-1.44-1.44

-1.58-1.58

-2.06-2.06

-2.53-2.53

-2.79-2.79

-2.81-2.81

-2.84-2.84

-2.88-2.88

-2.92-2.92

-2.96-2.96

-2.99-2.99

-3.03-3.03

-3.06-3.06

-3.10-3.10

-3.14-3.14

-3.19-3.19

-3.23-3.23

-3.28-3.28

-3.32-3.32

-3.37-3.37

-3.40-3.40

-3.42-3.42

-3.43-3.43

-3.41-3.41

-3.39-3.39

-3.39-3.39

-3.39-3.39

-3.40-3.40

-3.41-3.41

-3.40-3.40

-3.39-3.39

-3.37-3.37

-3.36-3.36

-3.33-3.33

-3.28-3.28

-3.24-3.24

-3.19-3.19

-3.14-3.14

-2.78-2.78

-1.93-1.93

-1.00-1.00

-1.69-1.69

-1.75-1.75

-1.56-1.56

-1.48-1.48

-2.48-2.48

-2.79-2.79

-2.80-2.80

-2.80-2.80

-2.81-2.81

-2.81-2.81

-2.82-2.82

-2.83-2.83

-2.87-2.87

-2.91-2.91

-2.95-2.95

-2.98-2.98

-3.02-3.02

-3.05-3.05

-3.10-3.10

-3.15-3.15

-3.19-3.19

-3.24-3.24

-3.28-3.28

-3.33-3.33

-3.37-3.37

-3.40-3.40

-3.43-3.43

-3.45-3.45

-3.44-3.44

-3.42-3.42

-3.43-3.43

-3.43-3.43

-3.44-3.44

-3.45-3.45

-3.44-3.44

-3.43-3.43

-3.41-3.41

-3.38-3.38

-3.34-3.34

-3.29-3.29

-3.24-3.24

-3.20-3.20

-3.15-3.15

-3.10-3.10

-3.06-3.06

-2.41-2.41

-0.68-0.68

-1.75-1.75

-1.82-1.82

-1.89-1.89

-1.72-1.72

-1.71-1.71

-2.76-2.76

-2.80-2.80

-2.82-2.82

-2.82-2.82

-2.83-2.83

-2.83-2.83

-2.84-2.84

-2.84-2.84

-2.85-2.85

-2.86-2.86

-2.90-2.90

-2.94-2.94

-2.97-2.97

-3.01-3.01

-3.06-3.06

-3.10-3.10

-3.15-3.15

-3.19-3.19

-3.24-3.24

-3.28-3.28

-3.33-3.33

-3.37-3.37

-3.40-3.40

-3.43-3.43

-3.46-3.46

-3.46-3.46

-3.46-3.46

-3.47-3.47

-3.48-3.48

-3.48-3.48

-3.49-3.49

-3.49-3.49

-3.47-3.47

-3.44-3.44

-3.39-3.39

-3.34-3.34

-3.30-3.30

-3.25-3.25

-3.06-3.06

-2.59-2.59

-2.12-2.12

-1.55-1.55

-0.97-0.97

-1.81-1.81

-1.88-1.88

-1.94-1.94

-2.01-2.01

-2.08-2.08

-1.31-1.31

-1.45-1.45

-2.20-2.20

-2.74-2.74

-2.78-2.78

-2.82-2.82

-2.84-2.84

-2.85-2.85

-2.85-2.85

-2.86-2.86

-2.86-2.86

-2.87-2.87

-2.87-2.87

-2.88-2.88

-2.89-2.89

-2.93-2.93

-2.97-2.97

-3.01-3.01

-3.06-3.06

-3.10-3.10

-3.15-3.15

-3.19-3.19

-3.24-3.24

-3.29-3.29

-3.33-3.33

-3.37-3.37

-3.40-3.40

-3.42-3.42

-3.43-3.43

-3.44-3.44

-3.46-3.46

-3.47-3.47

-3.49-3.49

-3.50-3.50

-3.52-3.52

-3.52-3.52

-3.49-3.49

-3.44-3.44

-3.21-3.21

-2.63-2.63

-2.10-2.10

-1.63-1.63

-1.16-1.16

-0.69-0.69

-1.80-1.80

-1.93-1.93

-2.00-2.00

-2.07-2.07

-2.14-2.14

-2.21-2.21

-2.28-2.28

-1.75-1.75

-1.40-1.40

-1.41-1.41

-1.42-1.42

-1.68-1.68

-2.26-2.26

-2.68-2.68

-2.72-2.72

-2.77-2.77

-2.81-2.81

-2.85-2.85

-2.87-2.87

-2.87-2.87

-2.88-2.88

-2.88-2.88

-2.89-2.89

-2.90-2.90

-2.91-2.91

-2.92-2.92

-2.93-2.93

-2.93-2.93

-2.97-2.97

-3.02-3.02

-3.06-3.06

-3.11-3.11

-3.15-3.15

-3.20-3.20

-3.24-3.24

-3.29-3.29

-3.33-3.33

-3.36-3.36

-3.37-3.37

-3.35-3.35

-3.32-3.32

-3.32-3.32

-3.35-3.35

-3.38-3.38

-3.41-3.41

-3.43-3.43

-3.46-3.46

-2.99-2.99

-2.46-2.46

-1.90-1.90

-1.34-1.34

-1.99-1.99

-2.06-2.06

-2.13-2.13

-2.20-2.20

-2.27-2.27

-2.33-2.33

-2.39-2.39

-2.43-2.43

-2.47-2.47

-2.51-2.51

-2.55-2.55

-2.59-2.59

-2.63-2.63

-2.67-2.67

-2.71-2.71

-2.75-2.75

-2.79-2.79

-2.83-2.83

-2.87-2.87

-2.90-2.90

-2.91-2.91

-2.93-2.93

-2.94-2.94

-2.96-2.96

-2.99-2.99

-3.01-3.01

-3.02-3.02

-2.99-2.99

-2.95-2.95

-2.99-2.99

-3.04-3.04

-3.08-3.08

-3.12-3.12

-3.17-3.17

-3.21-3.21

-3.25-3.25

-3.29-3.29

-3.32-3.32

-3.28-3.28

-3.24-3.24

-3.20-3.20

-3.17-3.17

-3.19-3.19

-3.22-3.22

-2.80-2.80

-2.36-2.36

-1.90-1.90

-1.44-1.44

-1.77-1.77

-2.12-2.12

-2.19-2.19

-2.26-2.26

-2.33-2.33

-2.38-2.38

-2.43-2.43

-2.46-2.46

-2.49-2.49

-2.53-2.53

-2.57-2.57

-2.61-2.61

-2.65-2.65

-2.69-2.69

-2.73-2.73

-2.77-2.77

-2.81-2.81

-2.85-2.85

-2.89-2.89

-2.93-2.93

-2.97-2.97

-3.01-3.01

-3.04-3.04

-3.07-3.07

-3.10-3.10

-3.13-3.13

-3.11-3.11

-3.02-3.02

-2.97-2.97

-3.01-3.01

-3.06-3.06

-3.10-3.10

-3.14-3.14

-3.19-3.19

-3.23-3.23

-3.27-3.27

-3.29-3.29

-3.23-3.23

-3.13-3.13

-3.06-3.06

-2.58-2.58

-2.11-2.11

-1.67-1.67

-1.23-1.23

-2.18-2.18

-2.25-2.25

-2.32-2.32

-2.38-2.38

-2.42-2.42

-2.45-2.45

-2.49-2.49

-2.52-2.52

-2.56-2.56

-2.60-2.60

-2.64-2.64

-2.68-2.68

-2.72-2.72

-2.76-2.76

-2.80-2.80

-2.84-2.84

-2.87-2.87

-2.91-2.91

-2.95-2.95

-2.99-2.99

-3.03-3.03

-3.07-3.07

-3.11-3.11

-3.15-3.15

-3.18-3.18

-3.15-3.15

-3.06-3.06

-2.99-2.99

-3.03-3.03

-3.08-3.08

-3.12-3.12

-3.16-3.16

-3.21-3.21

-3.25-3.25

-3.15-3.15

-2.64-2.64

-2.07-2.07

-1.52-1.52

-1.32-1.32

-2.31-2.31

-2.37-2.37

-2.41-2.41

-2.45-2.45

-2.48-2.48

-2.51-2.51

-2.55-2.55

-2.58-2.58

-2.62-2.62

-2.66-2.66

-2.70-2.70

-2.74-2.74

-2.78-2.78

-2.82-2.82

-2.86-2.86

-2.89-2.89

-2.93-2.93

-2.97-2.97

-3.01-3.01

-3.05-3.05

-3.09-3.09

-3.13-3.13

-3.17-3.17

-3.18-3.18

-3.18-3.18

-3.10-3.10

-3.02-3.02

-3.05-3.05

-3.10-3.10

-3.03-3.03

-2.59-2.59

-2.16-2.16

-1.71-1.71

-1.68-1.68

-2.41-2.41

-2.44-2.44

-2.47-2.47

-2.51-2.51

-2.54-2.54

-2.58-2.58

-2.61-2.61

-2.65-2.65

-2.69-2.69

-2.72-2.72

-2.76-2.76

-2.80-2.80

-2.84-2.84

-2.88-2.88

-2.91-2.91

-2.95-2.95

-2.99-2.99

-3.03-3.03

-3.07-3.07

-3.11-3.11

-3.15-3.15

-3.17-3.17

-3.18-3.18

-3.18-3.18

-2.85-2.85

-2.35-2.35

-1.94-1.94

-1.55-1.55

-1.39-1.39

-2.47-2.47

-2.50-2.50

-2.53-2.53

-2.57-2.57

-2.60-2.60

-2.64-2.64

-2.67-2.67

-2.71-2.71

-2.74-2.74

-2.78-2.78

-2.82-2.82

-2.86-2.86

-2.89-2.89

-2.93-2.93

-2.97-2.97

-3.01-3.01

-3.05-3.05

-3.09-3.09

-3.07-3.07

-2.68-2.68

-2.26-2.26

-1.85-1.85

-2.00-2.00

-2.56-2.56

-2.60-2.60

-2.63-2.63

-2.66-2.66

-2.70-2.70

-2.73-2.73

-2.76-2.76

-2.80-2.80

-2.84-2.84

-2.88-2.88

-2.91-2.91

-2.95-2.95

-2.75-2.75

-2.36-2.36

-1.98-1.98

-1.59-1.59

-1.43-1.43

-1.87-1.87

-2.20-2.20

-2.47-2.47

-2.75-2.75

-2.77-2.77

-2.57-2.57

-2.37-2.37

-2.05-2.05

-1.66-1.66 KEY:

EXISTING PROFILE

TOPSOIL STRIP LEVEL (360mm DEPTH)

BASE OF PEAT / TOP OF NATURAL CLAY

PROPOSED SITE LEVELS

CLAY BUND / TOP OF PEAT LEVEL

NOTES:

1. DRAWING IS FOR PLANNING PURPOSES ONLY.

2. CLAY BUND STRUCTURE SUBJECT TO DETAILEDDESIGN.

3. TOP OF PEAT LEVEL SUBJECT TO AGREEMENT,LEVEL SHOWN AT 22.9m AOD.

4. BUND TO BE 1 IN 2.5 GRADE MAX.

5. FOUNDATION FOR BUND SUBJECT TOCONFIRMATION AND DETAILED DESIGN.

6. ELEVATIONS SHOWN ARE BETWEEN BASE OFPEAT/TOP OF NATURAL CLAY LEVEL AND 22.9mAOD LEVEL.

7. TOTAL DEPTHS INCLUDE IN SITU PEAT AND PEATTRANSFERRED FROM DEVELOPMENT AREA.

8. PEAT DATA CALCULATED FROM PEAT SURVEYUNDERTAKEN BY WARDELL ARMSTRONG INJANUARY 2019.

Copyright Reservedc

DRAWN BY CHECKED BY

CLIENT

PROJECT

DRAWING TITLE

SCALE DATE

APPROVED BY

APP'DCHK'DREVISION DETAILS DATE DRAWN

DO NOT SCALE FROM THIS DRAWING

N:\SH\SH11739 - MOTORWAY SERVICES, WARRINGTON\03 - DESIGN\AUTOCAD\SH11739-006 - OVERALL PEAT DEPTHS & TYPICAL SECTIONS.DWG

DRG No.

DRG SIZE

REV

A1

WWW.WARDELL-ARMSTRONG.COM

MANCHESTER

LONDON

NEWCASTLE UPON TYNE | TEL 0191 232 0943

GLASGOW

EDINBURGH

CARLISLE

CARDIFF

BOLTON

BIRMINGHAM

SHEFFIELD

STOKE ON TRENT

EXTRA MSA GROUP

MOTORWAY SERICES, WARRINGTON

INDICATIVE PEAT DEPTHSWITH PEAT HABITAT ZONE

SH11739-006 -

1:500 23.07.19

AS HS JS

GV

RS

RS

RS

RS

GP

GP

BH

BH

BH

BH

BH

BH

MH

GAS

393600N 393600N

393700N 393700N

393800N 393800N

393900N 393900N

366800E

366900E

367000E

367100E

367200E

21.9321.23

20.94

20.76

20.77

20.81

20.81

20.76

21.00

20.79

20.74

20.77

20.59

20.61

20.77

20.76

20.62

20.61

21.28

21.05

20.91

20.77

21.01

21.18

21.22

21.26

21.21

21.15

21.13

21.04

21.00

21.00

20.96

20.74

20.46

20.16

21.12

21.08

20.71

20.39

20.17

20.29

20.52

20.73

20.85

20.95

20.97

21.04

21.0121.32

21.33

21.30

21.17

21.1521.75

21.08

20.95

20.70

20.64

20.50

20.54

20.09

20.03

20.35

20.36

20.17

20.03

20.13

20.07

20.18

19.94

19.96

19.54

19.76

19.43

19.27

19.49

19.44

19.39 19.44

19.20

19.45

19.53

19.30 19.44

19.11

19.16

19.18

19.08

19.0519.11

19.25

19.32

19.40 19.04

19.04

19.1219.09

19.18

19.3019.17

19.30

19.17

19.13

19.06

19.12

19.13

19.08

19.1419.04

19.0119.15

19.10

19.31

19.1219.25

19.31

19.07

19.1519.14

19.01

19.2419.20

19.15

19.3519.08

19.21

19.5719.19

19.33

19.14

19.2019.34

19.1819.20

19.1619.07

19.30

19.27 19.35

19.48

19.55

19.46

19.4019.36

19.51

19.61

19.69

19.55

19.59

19.53

19.59

19.73

19.59

19.3019.43

19.30

19.2319.23

19.27

19.18

19.16

19.18

19.1719.19

19.13

19.18

19.30

19.52

19.76

19.94

20.11

20.07

19.93

19.95

20.02

20.10

20.16

20.01

19.99

19.88

19.87

19.77

19.85

19.98

19.81

19.69

19.50

19.28

19.19

19.19

19.30

19.35

19.38

19.50

19.63

19.76

19.91

19.92

19.84

19.83

19.91

20.02

20.10

20.10

20.10

20.10

20.07

19.94

19.88

19.84

19.95

19.85

19.66

19.58

19.52

19.44

19.39

19.3019.31

19.41

19.55

19.80

19.63

19.75

19.86

19.94

19.89

19.91

20.07

20.12

20.16

20.21

20.37

20.62

20.92

20.68

20.58

20.45

20.35

20.31

20.18

20.14

19.99

19.95

19.83

19.84

19.76

19.83

19.68

19.45

19.41

19.27

19.28

19.38

19.46

19.59

19.75

19.77

19.83

19.86

20.01

20.15

20.05

20.09

20.30

20.31

20.37

20.42

20.56

20.6520.6320.65

20.51

20.46

20.39

20.37

20.20

20.07

20.10

20.04

20.20

20.26

20.38

20.52

20.57

20.59

20.61

20.51

20.44

20.33

20.23

20.21

20.13

20.37

20.36

20.59

20.56

20.61

20.43

20.54

20.55

20.36

20.14

20.59

20.34

20.33

20.07

20.04

20.04

20.01

19.99

19.91

19.83

20.18

20.02

19.87

19.79

19.77

19.71

19.62

19.52

19.41

19.34

19.41

19.44

19.43

19.55

19.57

19.60

19.69

19.82

19.62

19.57

19.52

19.46

19.44

19.43

19.3419.34

19.44

19.52

19.55

19.48

19.57

19.53

19.57

19.51

19.41

19.41

19.4319.43

19.34

19.28 19.39

19.4319.26

19.3519.55

19.6019.53

19.52

19.45

19.53

19.41

19.51

19.70

19.68

19.79

19.91

19.82

19.78

20.65

19.82

19.78

19.74

19.68

19.78

19.81

19.81

19.84

19.97

19.97

19.97

19.84

19.75

19.83

19.81

19.80

19.76

19.76

19.90

19.94

20.10

20.17

20.32

20.32

20.10

20.21

20.32

20.23

20.10

20.21

20.19

20.20

20.25

20.40

20.50

20.45

20.45

20.50

20.44

20.66 21.58

20.84

22.1621.77

20.92

21.08

20.81

22.0621.42

21.06

20.98

21.26

21.18

20.86

20.95

22.45

23.56

24.33

24.44

24.46

24.29

23.40

21.90

21.68

23.15

24.29

24.32

23.12

21.58

20.23

22.89

22.22

22.98

26.09

25.86

26.0226.02

25.93

25.97

25.73

25.45

25.1025.15

25.32

24.70

24.53

24.93

24.80 24.53

22.6524.0624.58

24.79

24.63

23.79

23.51

23.88

24.17

24.39

23.58

23.73

20.54

21.52

21.46

21.89

21.24

22.31

21.98

21.87

21.36

20.44

20.35

20.41

20.72

20.38

21.53

21.74

20.40

20.91

20.89

19.90

19.74

19.53

19.54

19.63

19.72

19.76

19.71

21.11

20.15

20.75

21.35

21.18

20.70

20.80

20.55

20.08

20.02

20.12

20.02

19.83

19.78

19.79

19.8920.49

19.69

19.81

19.87

19.74

19.6119.69

19.60

19.73

19.9620.12

20.4320.08

19.64

19.58

19.66

19.61

20.0520.29

20.58

20.67

19.6919.86

19.72

19.62

19.92

19.87

19.84

20.23

20.42

20.67

20.06

19.96

20.2720.83

20.15

19.88

20.28

20.96

21.03

20.29

20.29

20.50

20.89

21.17

20.55

20.29

20.32

20.33

20.58

20.35

20.45

20.29

20.05

20.17

20.37

25

25

25

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

2020

20

20

20

20

1.5m Post & R

ail Fence

Brambles

Bushes

1.2m Stoc

kproof Fe

nce

1.2m Stockproof Fence

Trac

k

Bushes

Wooded Area

Derelict Buildings

900mm dia Pipe

Area not Cultivated

Marshy Area

Marshy Area

Brambles

300mm Dia PipeINV - 19.33

WL - 19.31

INV - 19.18

INV - 19.18

WL - 19.91

WL - 19.70900mm dia PipeINV - 19.41

INV - 19.29

Woodland

Dry D

itch with Trees G

rowing on Eastern Slope

Dry D

itch with Trees G


SITE BOUNDARY

TOP OF SLOPE

BOTTOM OF SLOPE

EDGE OF TRACK

EDGE OF PAVING

ROAD CHANNEL

STOCKPROOF FENCE

POST & RAIL FENCE

PALLISADE FENCE

BARRIER

GATE

EDGE OF SCRUB/TREE COVER

INDIVIDUAL TREES

BOLLARD

BOREHOLE

ELECTRICITY POST

GAS MARKER

MANHOLE

ROAD GULLEY

TELECOM COVER

LAMP POST

SIGN POST

SPOT LEVELS

WATER LEVELS

REFERENCE

GU

RS

MH

BH

EP

BT

GAS

LP

Bol

23.26

WL - 22.88

NOTE

SITE SURVEYED BY GPS (OSTN15) & LEVELSSHOWN ARE IN METRES AOD.

Copyright Reservedc

DRAWN BY CHECKED BY

CLIENT

PROJECT

DRAWING TITLE

SCALE DATE

APPROVED BY



N:\SH\SH11739 - MOTORWAY SERVICES, WARRINGTON\03 - DESIGN\DRAWINGS\SH11739-019-A.DWG

DRG No.

DRG SIZE

REV

A0

WWW.WARDELL-ARMSTRONG.COMBOLTON | TEL 01204 227 227

BIRMINGHAM

CARDIFF

CARLISLE

EDINBURGH

GLASGOW

LONDON

MANCHESTER

NEWCASTLE UPON TYNE

SHEFFIELD

STOKE ON TRENT

WARINGTON MSAJ11 M62 MOTORWAY

POTENTIAL WARRINGTON MSA

TOPOGRAPHICAL SURVEYAS AT 19TH JANUARY 2019

PLAN 1

SH11739-019 A

1:500 21/01/19

SG TH AD

LP

LP

LP

LP

LP

LP

LP

GU

GU

GU

GU

GU

GUGU

GU

GU

GU

GU

GU

GV

BT

GU

GU

Bol

Bol

BolBolBolBol

BolBolBol

Bol

Bol

Bol

Bol

Bol

Bol

BolBol

RSRS

RS

RS

RS

RS

RSRS

MH

MH

BH

BH

BH

BH

BH

BH

BH

BH

BH

EP

GAS

393300N 393300N

393400N 393400N

393500N 393500N

393600N 393600N

366800E

366900E

367000E

367100E

367200E

26.74

26.64

26.6

6

26.4

826

.39

26.68

26.53

26.38

26.2

6

26.3

7

26.43

26.45

21.9321.23

22.69

23.07

23.5923.11

23.0423.26

21.9221.49

22.1521.88

21.53

21.41

21.2821.50

21.7721.98

22.0222.17

22.3422.3722.47

22.68

22.9022.96

22.9823.0523.03

22.90

22.63

22.12

21.58

21.39

21.19

21.00

20.89

20.75

20.66

20.50

20.63

20.93

20.94

20.76

20.77

20.81

20.81

20.76

21.00

21.00

20.71

20.61

20.65

20.72

20.82

20.97

21.18

21.47

21.80

22.05

22.56

22.74

22.85

22.82

22.5622.53

22.27

22.25

21.65

21.19

21.60

22.05

22.47

22.65

22.8922.79

22.51

22.37

22.18

21.81

21.34

21.02

20.83

20.69

20.64

20.62

20.75

20.88

21.14

21.54

21.90

22.15

22.29

22.43

22.71

22.51

22.24

22.19

22.08

21.95

21.74

21.54

21.17

20.89

20.73

20.58

20.72

20.79

20.74

20.77

20.59

20.61

20.77

20.84

20.84

21.11

21.45

21.65

21.82

21.99

22.03

22.02

22.06

22.16

22.28 22.19

21.96

21.96

21.92

21.84

21.79

21.69

21.69

21.66

21.40

21.15

21.16

20.76

20.62

20.61

22.14 22.14

22.07

22.05

22.00

21.84

21.75

21.65

21.56

21.39

21.48

21.58

21.28

21.05

20.91

20.77

21.01

21.18

21.22

21.24

21.48

21.39

21.46

21.50

21.63

21.71

21.83

21.8821.89

21.91

22.02

22.0321.90

21.79

21.75

21.68

21.54

21.49

21.47

21.41

21.39

21.48

21.26

21.21

21.15

21.13

21.7621.61

21.52

21.51

21.50

21.41

21.38

21.33

21.28

21.25

21.26

21.27

21.10

21.04

21.00

21.00

20.96

20.74

20.46

20.16

21.12

21.08

20.71

20.39

20.17

20.29

20.52

20.73

20.85

20.95

20.97

21.04

21.01

21.09

21.30

21.34

21.33

21.37

21.38

21.38

21.46

21.52

21.58

21.64

21.39

21.62

21.70

21.5822.04

21.58

21.73

21.72

21.73

21.62

21.49

21.63

21.62

21.64

21.47

21.32

21.33

21.30

21.17

21.1521.75

21.08

20.95

20.70

20.64

20.35

20.16

20.0120.10

20.10

20.10

20.10

20.16

20.21

20.37

20.62

20.92

20.68

20.58

20.45

20.35

20.31

20.31

20.37

20.42

20.56

20.6520.6320.65

20.51

20.46

20.39

20.37

20.26

20.38

20.52

20.57

20.59

20.61

20.51

20.44

20.33

20.23

20.13

20.37

20.36

20.59

20.56

20.61

20.43

20.54

20.55

20.36

20.14

20.59

20.34

20.33

20.07

20.04

20.19

20.20

20.25

20.40

20.50

20.45

20.45

20.50

20.44

20.66 21.58

20.84

22.1621.77

20.92

21.08

20.81

22.0621.42

21.06

20.98

21.26

21.18

20.86

20.95

20.78

20.9121.13

21.05

20.95

20.79

20.8120.96 21.62

20.91

20.94

20.87

21.07

21.1620.91

20.87

20.93

20.87

21.1621.73

21.4721.55

21.27

21.35

21.27

21.15

21.33

21.2521.86

20.96

21.17

20.96

20.85

21.16

20.83

20.78 21.15

21.1120.84

20.90

20.98

20.80

21.55

22.52

22.83

21.19

21.4621.17

24.03

24.41

24.32

26.11

26.39

26.35

26.82

26.90

26.8426.79

26.79 26.78

26.78

26.72

26.62

26.64

26.93

26.94

26.3926.44

26.48

26.63

26.71

25.43

25.0525.06

23.05

24.85

22.98

24.39

23.04

22.80

23.6122.55

22.18

26.18

23.32

26.85

26.80

24.51

24.51

25.01

25.01

26.15

24.07

26.29

26.28

26.65

26.78

26.86

26.99

26.87

26.80

26.85

23.40

23.3924.78

24.28

25.25

26.09

26.07

25.32

23.87

24.57

25.13

24.99

24.81

24.23

22.75

23.20

24.00

23.55

23.15

25.43

25.13

24.79

24.34

23.52

23.35

24.58

23.26

23.34

23.31

23.37

23.87

24.20

23.98

23.77

24.93

25.16

25.93

26.60

26.48

25.72

25.47

25.21

25.3025.22

25.2125.32

25.47

25.30

26.3526.86

26.9226.18

24.41

24.22

23.7626.03

26.66

25.9124.24

22.57

23.20

24.99

25.21

25.06

24.79

23.06

22.10

23.9024.81

24.90

24.79

24.60

23.2822.15

22.2323.67

24.50

24.67

24.49

24.40

23.47

21.94

22.45

23.56

24.33

24.44

24.46

24.29

23.40

21.90

21.68

23.15

24.29

24.32

23.12

21.58

20.23

22.89

22.22

22.98

25.73

25.45

25.1025.15

25.32

24.70

24.53

24.93

24.80 24.53

22.6524.0624.58

24.79

24.63

23.79

23.51

21.98

21.87

21.36

20.44

20.35

20.41

20.72

20.38

21.53

21.74

20.40

20.91

20.89

21.11

20.15

20.75

21.35

21.18

20.6720.28

20.96

21.03

20.29

20.29

20.50

20.89

21.17

20.55

20.29

20.32

20.33

20.58

20.35

26.66

26.54

26.48

26.49

26.54

26.68

26.74

26.83

26.91

26.9

2

27.0

327

.11

27.4

4

27.34

27.33

27.26 27.45

27.09

27.11

27.00

26.99

27.06

27.04

27.03

26.92

26.72

26.7526.77

27.08

27.05

27.05 26.99

26.93

27.18

27.14

26.70

26.79

25

25

25

25

25

25

25

20

20

20

20

20

20

20

20

20

20

20

20

20


1.5m Post & R

ail Fence

Brambles

Temporary Fence 1.5m Post & Rail Fence

1.5m Post & Rail Fence


Trac

k

1.5m

Pos

t & R

ail F

ence

Brambles

Temporary Fence1.5m Post & Rail Fence

Dense Undergrowth

Wooded Area

Wooded Area

Wooded Area

Wooded Area

Stone Wall

Footpa

th

Footpath

Bushes

Bush

es

Bush

es

Bush

es

1.2m

Sto

ckpr

oof F

ence

Trac

k

Wooded Area

900mm dia Pipe

1.5m Post & Rail Fence

Temporary fence

Electricty

M62 S

lip R

oad

M62 Slip Road

2.4m Pallisade Fence

Lifebelt

Brambles

Water

Asph

alt

Brambles

Electricty

300mm dia PipeINV - 20.21

WL - 19.91

WL - 19.70900mm dia PipeINV - 19.41

INV - 19.29

900mm dia PipeINV - 19.76

WL - 20.19

WL - 22.88

Dry D

itch with Trees G


Dry D

itch with Trees G


SITE BOUNDARY

TOP OF SLOPE

BOTTOM OF SLOPE

EDGE OF TRACK

EDGE OF PAVING

ROAD CHANNEL

STOCKPROOF FENCE

POST & RAIL FENCE

PALLISADE FENCE

BARRIER

GATE

EDGE OF SCRUB/TREE COVER

INDIVIDUAL TREES

BOLLARD

BOREHOLE

ELECTRICITY POST

GAS MARKER

MANHOLE

ROAD GULLEY

TELECOM COVER

LAMP POST

SIGN POST

SPOT LEVELS

WATER LEVELS

REFERENCE

GU

RS

MH

BH

EP

BT

GAS

LP

Bol

23.26

WL - 22.88

NOTE

SITE SURVEYED BY GPS (OSTN15) & LEVELSSHOWN ARE IN METRES AOD.

Copyright Reservedc

DRAWN BY CHECKED BY

CLIENT

PROJECT

DRAWING TITLE

SCALE DATE

APPROVED BY



N:\SH\SH11739 - MOTORWAY SERVICES, WARRINGTON\03 - DESIGN\DRAWINGS\SH11739-019-A.DWG

DRG No.

DRG SIZE

REV

A0

WWW.WARDELL-ARMSTRONG.COMBOLTON | TEL 01204 227 227

BIRMINGHAM

CARDIFF

CARLISLE

EDINBURGH

GLASGOW

LONDON

MANCHESTER

NEWCASTLE UPON TYNE

SHEFFIELD

STOKE ON TRENT

WARINGTON MSAJ11 M62 MOTORWAY

POTENTIAL WARRINGTON MSA

TOPOGRAPHICAL SURVEYAS AT 19TH JANUARY 2019

PLAN 2

SH11739-019 A

1:500 21/01/19

SG TH AD

EXTRA MSA GROUP

Warrington Motorway Service Area, J11 M62

Framework Construction Environmental Management Plan

August 2019

Wardell Armstrong

36 Park Row Leeds, LS1 5JL, United Kingdom Telephone: +44 (0)113 831 5533 www.wardell-armstrong.com

Wardell Armstrong is the trading name of Wardell Armstrong LLP, Registered in England No. OC307138.

Registered office: Sir Henry Doulton House, Forge Lane, Etruria, Stoke-on-Trent, ST1 5BD, United Kingdom

UK Offices: Stoke-on-Trent, Birmingham, Bolton, Cardiff, Carlisle, Edinburgh, Glasgow, Leeds, London, Manchester, Newcastle upon Tyne and Truro. International Offices: Almaty and Moscow

ENERGY AND CLIMATE CHANGE ENVIRONMENT AND SUSTAINABILITY

INFRASTRUCTURE AND UTILITIES LAND AND PROPERTY

MINING AND MINERAL PROCESSING MINERAL ESTATES

WASTE RESOURCE MANAGEMENT

DATE ISSUED: August 2019

JOB NUMBER: SH11739

REPORT NUMBER: 0001

VERSION:

STATUS:

V0.1

EXTRA MSA GROUP

Warrington Motorway Service Area, J11 M62

Framework Construction Environmental Management Plan

August 2019

PREPARED BY:

Helen Simpson Associate Director

APPROVED BY:

Andy Dunhill Director

This report has been prepared by Wardell Armstrong LLP with all reasonable skill, care and diligence, within the terms of the Contract

with the Client. The report is confidential to the Client and Wardell Armstrong LLP accepts no responsibility of whatever nature to third

parties to whom this report may be made known.

No part of this document may be reproduced without the prior written approval of Wardell Armstrong LLP.

EXTRA MSA GROUP Warrington Motorway Service Area, J11 M62 Framework Construction Environmental Management Plan

SH11739/0001/ August 2019

CONTENTS

1 INTRODUCTION .................................................................................................................. 1

1.1 Background .................................................................................................................. 1

1.2 Aims and objectives .................................................................................................... 1

1.3 Structure of this Framework CEMP ............................................................................. 2

2 DESCRIPTION OF THE PROPOSED DEVELOPMENT ............................................................ 4

2.1 The Site ........................................................................................................................ 4

2.2 The Proposed Development........................................................................................ 6

2.3 Key sensitive receptors ............................................................................................... 6

2.4 Development programme ........................................................................................... 7

3 PROJECT IMPLEMENTATION FRAMEWORK ....................................................................... 8

3.1 Introduction................................................................................................................. 8

3.2 Implementation Framework ....................................................................................... 8

3.3 Project and Site Level Organisation Structure ............................................................ 8 3.4 Roles and responsibilities ............................................................................................ 9

3.5 Training and Awareness ............................................................................................ 13

3.6 Tool Box Training Topics and Training ...................................................................... 14 4 COMMUNICATIONS ......................................................................................................... 15

4.1 Communications-General ......................................................................................... 15

4.2 Communication between Contractors ...................................................................... 15 4.3 External Communication ........................................................................................... 16

5 INSPECTIONS, DOCUMENT CONTROL AND REPORTING ................................................. 17

5.1 Audits and Inspections .............................................................................................. 17

5.2 Monthly Reporting .................................................................................................... 17

5.3 Records ...................................................................................................................... 17

5.4 Approval and Review of Plan .................................................................................... 18

6 PRE-CONSTRUCTION SURVEYS AND GROUND INVESTIGATION ...................................... 18

6.1 Introduction............................................................................................................... 18

6.2 Ecology surveys ......................................................................................................... 18

6.3 Ground investigations ............................................................................................... 21

6.4 Archaeological investigations .................................................................................... 22

7 GENERAL SITE OPERATIONS ............................................................................................. 23

7.1 Introduction............................................................................................................... 23

7.2 General working arrangements ................................................................................ 23

7.3 Health and Safety ...................................................................................................... 24


SH11739/0001/ August 2019

7.4 Storage of oils, fuels and chemicals .......................................................................... 28

7.5 Operation and Refuelling of Plant and Equipment ................................................... 31

7.6 Plant Maintenance .................................................................................................... 34

7.7 Concrete batching ..................................................................................................... 35

7.8 Waste management .................................................................................................. 36

8 OUTLINE CONSTRUCTION ACTIVITIES .............................................................................. 38

8.1 Construction site layout and appearance ................................................................. 38

8.2 Internal access roads ................................................................................................. 39

8.3 Creation of the Peat Habitat Zone ............................................................................ 39

9 ENVIRONMENTAL SITE MANAGEMENT PRACTICES ........................................................ 41

9.1 Introduction............................................................................................................... 41

9.2 Ecology ...................................................................................................................... 41

9.3 Soils and peat handling, storage and re-use on site ................................................. 46

9.4 Hydrology and hydrogeology .................................................................................... 48 9.5 Traffic Management .................................................................................................. 52

9.6 Dust Management ..................................................................................................... 53

9.7 Noise Management ................................................................................................... 55 9.8 Management of Vibration ......................................................................................... 56

10 MONITORING, REVIEW AND REPORTING ........................................................................ 57

10.1 Monitoring ................................................................................................................. 57 10.2 Reporting ................................................................................................................... 58

10.3 Environmental Incidents ........................................................................................... 58

10.4 Complaints ................................................................................................................. 59

11 EMERGENCY PREPAREDNESS & RESPONSE ..................................................................... 61

11.2 Environmental Emergency Preparedness ................................................................. 61

11.3 Potential Environmental Incidents ............................................................................ 61

11.4 Spill Kits ..................................................................................................................... 65


SH11739/0001/ August 2019

Page 1

1 INTRODUCTION

1.1 Background

1.1.1 This document is the Framework Construction Environmental Management Plan

(CEMP) for the proposed new Motorway Service Area (MSA) to the north of Junction

11 of the M62, on the north-eastern edge of Warrington, in Cheshire (the Proposed

Development).

1.1.2 Wardell Armstrong has been commissioned by the client, the Extra MSA Group, to

prepare this framework CEMP as part of the outline planning application for the

Proposed Development.

1.2 Aims and objectives

1.2.1 The framework CEMP sets the framework within which the finalised, more detailed CEMP for the Site would be developed, in advance of works commencing on site and

following receipt of planning permission.

1.2.2 The detailed CEMP will ensure that all environmental mitigation measures outlined within the consent are fully incorporated into the construction phase of the proposed

development. It will be prepared in accordance with all relevant UK legislation and

Regulations, environmental guidelines, approved Codes of Practice and industry standards and the general guidance provided in the CIRIA C741 ‘Environmental good

practice on site guide’. 4th edition, 2015.

1.2.3 The detailed CEMP will include a Schedule of Environmental Legislation relevant to the Proposed Development and the site location / its baseline conditions. This will be

maintained up to date for the duration of the construction works on Site.

1.2.4 This framework CEMP has been prepared based on the information available at the

time of submission of the outline planning application. Once planning permission is

granted, a number of detailed aspects of the Proposed Development will require to

be finalised and the information used in that process will be expected to feed into the

development of the finalised CEMP.

1.2.5 It is likely that the detailed investigations will form part of the conditions attached to

the planning permission, that will require to be discharged prior to development

commencing on site. Once these site investigations have been completed and the

design of the site has been finalised, a detailed CEMP will be produced.


SH11739/0001/ August 2019

Page 2

1.2.6 Following this, it is anticipated that the CEMP will be subject to approval by

Warrington Borough Council (WBC) and any relevant statutory consultees.

1.2.7 The CEMP will remain an active document for the full duration of the construction

period on Site and will be subject to review and updating where necessary. This will

ensure that the construction operations of the Proposed Development meet all

existing and emerging good industry practice standards, as well as reflecting any

changes to conditions found on Site.

1.2.8 The Applicant and Principal Contractor will be responsible for updating the content of

the future CEMP. The Applicant, together with all contractors and subcontractors, will

be required to adhere to the CEMP in its final approved form.

1.3 Structure of this framework CEMP

1.3.1 This framework CEMP is structured as follows:

• Section 1 – introduction, aims and objectives, and structure of the CEMP.

• Section 2 – a description of the proposed development, key sensitive receptors and the anticipated programme for construction.

• Section 3 – sets out the roles and responsibilities of the various key personnel involved in the management of construction on the site.

• Section 4 – identifies the preliminary surveys and ground investigations anticipated as part of the development of the detailed design for the site, and their

relevance to the environmental management of the construction activities on site.

• Section 5 – describes the general site operations anticipated and includes general working arrangements, health and safety, storage of oils and fuels, arrangements for concrete batching, silt traps and waste management.

• Section 6 – provides an outline of the construction activities that will take place on site and the management of these.

• Section 7 – addresses the anticipated need for environmental site management practices, using information from the Environmental Statement (ES) prepared for

the site. Aspects addressed are: ecology; peat handling, storage and re-use on

site; hydrology and hydrogeology; cultural heritage and archaeology; construction

noise and vibration; and construction air quality.


SH11739/0001/ August 2019

Page 3

• Section 8 – provides a summary of considerations to be given to monitoring, review and reporting procedures during construction, together with a suggested

complaints procedure.

1.3.2 As part of the development of the detailed CEMP, a sensitive receptors figure will be

prepared, showing the locations of the nearby residential properties, ecology sites and

other sensitive features present within or close to the boundary of the Site. These

sensitive receptors must be considered during the construction phase of the Proposed

Development.

1.3.3 In addition, it will be relevant that the detailed CEMP is considered in conjunction with

a number of other reports and management plans, either comprising part of the

outline planning application or to be produced once consent is granted. These are

identified below.

1.3.4 The finalised CEMP will be consistent with the aims and objectives of all the supporting

reports and management plans for the project.


SH11739/0001/ August 2019

Page 4

2 DESCRIPTION OF THE PROPOSED DEVELOPMENT

2.1 The Site

2.1.1 The Site is located to the northeast of the urban area of Warrington, approximately

8.5km (5 miles) from the centre of Warrington. The centre of Manchester is located

approximately 17.5km (11 miles) to the east of the Site and the centre of Liverpool,

approximately 32 km (20 miles) to the west.

2.1.2 The Site is located to the north of the M62 Motorway at Junction 11, and has direct

access to Junction 11 via a spur to the motorway junction roundabout (Birchwood

Way). The M62 Motorway also provides access to the wider Strategic Road Network,

with the M6 Motorway running north/south, approximately 4km (2.5 miles) to the

west of the Site, and the M60 Motorway, which runs around Manchester, approximately 10km (6.1 miles) to the east of the Site.

2.1.3 Junction 11 of the M62 Motorway also provides access to the A574 Birchwood Way

and the Birchwood area of Warrington, which is located to the south of the M62 Motorway corridor and consists of Birchwood Park (a business park) and beyond this,

residential areas of Gorse Covert and Oakwood, which are suburbs to Warrington.

2.1.4 Immediately to the west of the Site is a former landfill site (Risley Landfill), where landfilling began in 1979, but which has now cease

ES Part 1 Appendix 7 - warrington.gov.uk · Immediately report any discrepencies on this document...

Documents

Transcript of ES Part 1 Appendix 7 - warrington.gov.uk · Immediately report any discrepencies on this document...