Roxhill Developments Limited East Midlands Gateway ... · PDF fileRoxhill Developments Limited East Midlands Gateway ... site of the proposed East Midlands Gateway: Strategic Rail

DECEMBER 2013

Roxhill Developments Limited

East Midlands Gateway Strategic Rail Freight Interchange

Zone 4 Kegworth Bypass

Factual Ground Investigation Report

312494/4-03 (00)

RSK GENERAL NOTES

Project No.: 312494/4-03 (00)

Title: East Midlands Gateway: Strategic Rail Freight Interchange

Zone 4 – Kegworth Bypass

Factual Ground Investigation Report

Client: Roxhill Developments Limited

Date: 2nd

December 2013

Office: RSK Environment Limited, Abbey Park, Humber Road, Coventry, CV3 4AQ.

Tel No: 02476 505600

Status: Draft

Author Rowan Brown Technical reviewer Darren Bench

Signature

Signature

Date: 2nd

December 2013 Date: 5th December 2013

Project manager Darren Bench

Quality reviewer Mark Steward

Signature Signature

Date: 5th December 2013 Date: 6

th December 2013

RSK Environment Limited (RSK) has prepared this report for the sole use of the client, showing reasonable skill and care, for the intended purposes as stated in the agreement under which this work was completed. The report may not be relied upon by any other party without the express agreement of the client and RSK. No other warranty, expressed or implied, is made as to the professional advice included in this report.

Where any data supplied by the client or from other sources have been used, it has been assumed that the information is correct. No responsibility can be accepted by RSK for inaccuracies in the data supplied by any other party. The conclusions and recommendations in this report are based on the assumption that all relevant information has been supplied by those bodies from whom it was requested.

No part of this report may be copied or duplicated without the express permission of RSK and the party for whom it was prepared.

Where field investigations have been carried out, these have been restricted to a level of detail required to achieve the stated objectives of the work.

This work has been undertaken in accordance with the quality management system of RSK Environment Ltd.

Roxhill Developments Limited 1

Factual Ground Investigation Report: East Midlands Gateway: Strategic Rail Freight Interchange


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CONTENTS

1 INTRODUCTION .............................................................................................................................. 3

1.1 Introduction .............................................................................................................................. 3

1.2 Terms of reference ................................................................................................................... 3

1.3 Proposed development ............................................................................................................ 3

1.4 Objective .................................................................................................................................. 4

1.5 Scope ....................................................................................................................................... 4 2 SITE DETAILS ................................................................................................................................. 5

2.1 Site location.............................................................................................................................. 5

2.2 Local topography, geography and geomorphology ................................................................. 5

2.3 Site description ........................................................................................................................ 6

2.4 Published geology and expected ground conditions ............................................................... 6 3 GROUND INVESTIGATION ............................................................................................................ 9

3.1 Introduction .............................................................................................................................. 9

3.2 Investigation strategy and methodology .................................................................................. 9

3.2.1 Health and safety ....................................................................................................... 10

3.2.2 Location of exploratory hole positions and service clearance ................................... 10

3.2.3 Investigation techniques ............................................................................................ 11

3.2.4 Zone 4 investigation ................................................................................................... 11

3.2.5 Soil sampling, in-situ testing and laboratory analysis ................................................ 12

3.2.6 Instrumentation and monitoring ................................................................................. 14

TABLES

Table 1: Anticipated geology .................................................................................................................. 7

Table 2: Constraints to investigation ...................................................................................................... 8

Table 3: Summary of soakaway testing................................................................................................ 12

Table 4: Summary of geotechnical testing programme undertaken ..................................................... 12

Table 5: Summary of analytical chemical and contamination testing programme undertaken on soil samples ................................................................................................................................................ 13

Table 6: Monitoring well installation details .......................................................................................... 14

FIGURES

Figure 1 Site location plan

Figure 2 Proposed development plan and zones for reporting

Figure 3 Zone 4 plan

Figure 4 Zone 4 exploratory hole location plan




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APPENDICES

Appendix A Service constraints

Appendix B Provisional exploratory hole schedule

Appendix C Trial pit logs and photographs

Appendix D Cable percussion borehole logs

Appendix E In-situ soakaway test results

Appendix F Geotechnical laboratory testing results

Appendix G Chemical laboratory certificates for soil analysis

Appendix H Gas and groundwater monitoring results




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1 INTRODUCTION

1.1 Introduction

RSK Environment Limited (RSK) has been commissioned by Roxhill Developments

Limited (the Client) to carry out a series of Factual Ground Investigation Reports for the

site of the proposed East Midlands Gateway: Strategic Rail Freight Interchange (the

Main Development Site).

This report is subject to the RSK service constraints given in Appendix A.

1.2 Terms of reference

This report comprises a factual report in general accordance with the requirements of;

BS5930:1999+A2:2010 ‘Code of practice for site investigations’

Environment Agency CLR 11 2004a ‘Model Procedures for the Management of Land

Contamination’ (Contaminated Land Risk Assessment),

Highways Agency HD22/08, ‘Managing Geotechnical Risk’ (Ground Investigation).

BS EN 1997-2:2007. Eurocode 7 — Geotechnical design — Part 2: Ground

investigation and testing.

1.3 Proposed development

It is understood that the site is being considered for development to provide a Strategic

Rail Freight Interchange for the East Midlands regions. This includes a large distribution

warehousing complex, major trunk road improvements to the A453, A50 and M1

Junctions 24 and 24a, a new bypass to the south of Kegworth including bridge over the

M1, and a new rail freight terminal and associated branch line from the Castle Donington

line.

For the purpose of discussion, and to facilitate reporting; the site has been divided into

four Zones, on the basis of the four main elements of the proposals as follows. The

extent of each of the four Zones is defined by the proposed general arrangement

presented as Figure 2.

Zone 1: Main Development Plateau and Rail Freight Terminal

Zone 2: Rail Branch Line (Network Rail)

Zone 3: Major Trunk Road Improvements




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Zone 4: Kegworth Bypass including bridge over the M1

This report presents the investigation relating to Zone 4; Kegworth Bypass.

1.4 Objective

The aim of this report is to evaluate the Client’s liabilities and risks in order to support

the design of the scheme and subsequent planning application process.

The subject of this report is Zone 4, the footprint of the proposed Kegworth bypass. In

accordance with the Client’s specific objectives, requirements and brief; the objectives of

this report are to provide sufficient preliminary information to:

provide sufficient data to confirm the ground model

obtain data to provide a chemical and geotechnical characterisation of each strata

assist with master planning design

provide data to support planning applications

In line with Eurocode 7, BS5930, BS10175 and CLR 11 further phases of targeted

investigation (post Planning Approval) may be required to provide specific data and

information for detailed design of individual elements of the scheme as the design

evolves.

1.5 Scope

The project has been carried out to an agreed brief as set out in RSK’s proposal (ref.

East Midlands Gateway; Geotechnical and Geoenvironmental Services - Master

Planning and EIA Support, dated 13th August 2013).

The ground investigation fieldwork carried out on Zone 4 was undertaken in general

accordance with the Site Investigation Steering Group’s UK Specification for Ground

Investigation 2nd edition (2012), BS 5930 and A2: 2010 ‘Code of practice for site

investigations’, BS EN ISO 14688-1:2002, BS EN ISO 14689 – 1:2003 and in general

accordance with the recommendations made within BS10175:2011 ‘Investigation of

Potentially Contaminated Sites – Code of Practice’.




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2 SITE DETAILS

2.1 Site location

The Development Site covers approximately 374 hectares and currently consists of

farmland with some areas of woodland. The M1 motorway, A453 runs roughly north to

the east of the main development area of the site. The village of Castle Donington is

situated approximately 600m to the west of the site. Hemington and Lockington villages

are present directly to the north and East Midlands Airport is adjacent to the southern

boundary of the site. The site location is presented within Figure 1.

Zone 4 is located approximately 500m south of the village of Kegworth, Leicestershire;

as shown by the proposed development plan presented as Figure 2. The footprint of the

proposed bypass covers an area of approximately 16Ha, the centre of which is defined

by the following National Grid co-ordinates: 447830, 325860.

2.2 Local topography, geography and geomorphology

The site sits within a formerly glaciated area signified by rolling hills created by the

harder geological formations and erosion of the glacial deposits.

The route of the proposed Kegworth Bypass (Zone 4) traverses west to east from the

proposed new M1 highway overbridge (located in line with and east of the end of East

Midlands Airport runway), down and then up over Broadhill and then down toward the

east to link up with the A6 London road immediately south east of Kegworth. A narrow

spur of land is also included within the boundary to facilitate access to an existing

pumping station to allow for future improvements to utilities if necessary.

Ground levels vary significantly as the alignment runs across the undulating ground up

over Broad hill and back down to the A6 in the east and varies from approximately 76m

AOD in the extreme west, close to the M1 cutting crest (and position of proposed new

bridge) down to approximately 63m AOD south west of Kegworth before rising up to

around 82m AOD over the top of Broad Hill down to levels of around 44m AOD at the

proposed new junction with the A6 in the east. Levels fall to around 35m AOD in the

extreme east where the narrow infrastructure corridor extends to the River Soar.

The geological sequence of the area is understood to be one of interbedded clays,

mudstones, siltstones and sandstones deposited within sea conditions and eroded by

periods of glaciations with an area of Glacial Till capping Broad Hill crest. Further east

generally between the A6 and the River Soar an area of Head deposits is recorded with

alluvium closer to the River Soar.




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2.3 Site description

A site walkover was undertaken on the 22nd January 2010.

The land across Zone 4 is rolling farmland dissected by Whatton Road a minor rural

road which runs north south over Broad Hill from Kegworth to Long Whatton.

The majority of the land is in arable use in the east, punctuated by a small tear drop

shaped area of mature woodland west of the A6 and further trees lining the A6 and land

down to the River Soar. Further tree lined area is immediately north of the alignment

close by and land levels appear lower beyond the tree line and are laid to grass as a

garden. A small number of residential properties are located immediately north of the

alignment in the east at the southern end of New Brickyard Lane.

South of the crest of Broad Hill located in the centre of the proposed alignment of Zone 4

the land tends to drop away to the south toward a field drainage ditch/small stream

located some 400m south and aligned west to east. The further east along the alignment

the land tends to drop eastwards to the River Soar which runs south to north past

Kegworth to join the River Trent further north.

In the west of the site and north of the crest of Broad Hill the land is pasture land grazed

by cattle.

A low level over head power line crosses the alignment south west to north east in the

western portion of the site crossing over the crest of Broad Hill.

There are two main public footpaths which cross the site; one in the east running north

to south from New Brickyard Lane and one in the west coming out of Kegworth and

running south west and south.

A single residential property named Kenilworth House is located on the eastern side of

Whatton Road at the crest of Broad Hill close to the proposed alignment.

Close to and immediately north of the western end of the Zone 4 is a small residential

property with Ashby Road and overbridge crossing the M1 is present. A small single

story brick built utility building (probably for electricity supply) is located close to the

Bridge on the eastern side. The M1 is in cutting at the point where the Ashby Road

Bridge crosses.

2.4 Published geology and expected ground conditions

An assessment of the anticipated ground conditions, including underlying geology,

hydrology and hydrogeology has been undertaken on the basis of published information

obtained via the BGS, online Environment Agency (EA) resource, and the environmental

database report. This is summarised within Table 1 below.




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Table 1: Anticipated geology

Geology Comment

Surfacing and Buried Structures:

(source: Envirocheck History Maps, Site Observation)

The archival Ordnance Survey (OS) maps do not indicate any previous development to have taken place within Zone 4, with the exception of the construction of Whatton Road prior to 1883, which intersects the footprint of the proposed bypass.

Whatton Road is currently operational, and it is therefore envisaged that hardstand and granular pavement sub-base will be encountered at this location. In addition, the footprint of the proposed bypass adjoins the existing London Road at its eastern terminus, and therefore hardstand and pavement sub-base is also likely to be encountered at this location.

Made Ground:

(source: BGS Maps, Available Borehole Logs, Envirocheck Geology & History Maps, memoirs)

Significant deposits of made ground are not anticipated within Zone 4; with the exception of the intersection of Whatton Road and junction with London Road, where nominal made ground may be associated with the make-up of the road pavement.

Drift Deposits:


Superficial deposits are generally not anticipated within Zone 4, with the exception of a lenticular deposit of the Thrussington Member which encroaches onto the southern boundary of Zone 4 between Whatton Road and the M1; and nominal deposits of Alluvium, associated with the River Soar at the far eastern terminus of the proposed bypass.

Bedrock


The Gunthorpe Member underlies the majority of the site, and is likely to comprise reddish brown mudstone with subordinate dolomitic siltstone and fine grained greenish grey sandstone with common veins and nodules of gypsum.

The Tarporley Siltstone Formation outcrops over a two relatively small areas of Zone 4: towards the western part of the proposed bypass, and within the vicinity of the proposed junction with London Road towards the eastern terminus of Zone 4. The Tarporley Siltstone Formation is likely to be heterolithic, comprising interlaminated and interbedded siltstones, mudstones and sandstones in approximately equal proportions. The siltstones are micaceous and interlaminated with mudstones or sandstones. The sandstones are mostly very fine- to fine-grained, well sorted, and micaceous; and are typically cemented by ferroan calcite or dolomite. Sandstone beds are commonly less than 0.50m thick, though composite units, consisting of several individual sandstone beds, may reach over 5.00m thick. Gypsum occurs sporadically in the mudstones as small nodules.

Soil Chemistry

(source: Envirocheck / BGS)

Available soil chemistry data suggests that the natural soils anticipated to be present across the site do not have any elevated concentrations of contaminants that would be considered to represent a risk to Human Health for the elements tested for.

Mining

(source: Coal Authority web viewer, BGS Maps, Envirocheck records, Geological and historical maps)

The Envirocheck Report states that the Site is not within an area affected by coal mining or mining instability. Furthermore, the Coal Authority’s online search resource indicates that the Site does not lie within an area for which a Ground Stability Report is required.




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Faults

(source: BGS Maps, Available Borehole Logs, Envirocheck Geology Maps, memoirs)

Three faults are shown to cross the footprint of the proposed bypass, with an orientation of north to south and north east to south west.

Opencast Quarrying

(source: Coal Authority web viewer, BGS Maps, Envirocheck History Maps)

With reference to the available data, there are no recorded mines or quarries within the vicinity of the Zone 4. However a small former clay pit/brickyard is shown north of the site in the eastern side.

Mineral Protection

(source: Local Authority Plan)

The site does not fall within the designated Mineral Protection area.

Groundwater Levels:

(source: Available GI)

Based upon the available information, it is understood that intrusive investigation has not previously been undertaken within Zone 4; and as such, the depth of groundwater is currently unknown. Given the anticipated nature of the underlying geology of Zone 4 and the surrounding area, and the topography of the Development Site; it is envisaged that shallow groundwater is unlikely to be present. Due to the variable deposits anticipated to be present across Zone 4, and in particular the interbedded nature of the majority of the solid deposits it is expected that more permeable strata (sandstone and siltstone) beds confined between less permeable mudstones may yield local water tables.

Given the rural location of the Site, it is considered unlikely that the development will be affected by rising groundwater levels associated with diminished abstraction by industry.

The constraints to investigations undertaken in Zone 4 are summarised below;

Table 2: Constraints to investigation

Issue Comment

Landowners Permissions

Zone 4 farmland is in the ownership of several landowners and farmed by tenant farmers in some instances.

Utilities & Services

A gas main is present crossing the alignment of the site north west to south east in the eastern part of the site.

An overhead line crosses the alignment of the site in the west running south west – north east.

The Derwent Valley Aqueduct is shown to be either beneath or on the western side of the A6 running parallel to the A6 North south.

Live Carriageway

No live carriageways were investigated within Zone 4.

Farming, Crops & Livestock

The western end of the site was under pasture grazed by cattle. The eastern side of the site was arable and under crop at the time of investigation. The location of exploratory holes was constrained by the planting and ongoing harvest and replanting being undertaken at the time of the works.




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3 GROUND INVESTIGATION

3.1 Introduction

RSK prepared a site specific Stage 2 Preliminary Ground Investigation Specification in

accordance with the Site Investigation Steering Group’s UK Specification for Ground

Investigation 2nd edition (2012) and BS 5930 and A2: 2010 ‘Code of practice for site

investigations’, BS EN ISO 14688-1:2002 and BS EN ISO 14689-1:2003. It was decided

that the Mercia Mudstone Formation strata were to be logged in accordance with the

guidelines in Chandler and Davis (1973): Further work on the engineering properties of

Keuper Marl (CIRIA Report 47) so that the logs maybe readily compared to available

historical exploratory hole data to facilitate interpretation.

The specification for the works was developed with the aim of providing sufficient

preliminary data to assist with master planning design taking account of the anticipated

ground conditions.

The site work for the investigation of the East Midlands Strategic Rail Freight

Interchange across all four zones was undertaken between 23rd

September and

11th October 2013.

3.2 Investigation strategy and methodology

The techniques adopted for the intrusive investigation were appropriate to the expected

geology and were also chosen to provide general preliminary non targeted arrangement

covering both a plan area and depth of strata sufficient to allow the ground model to be

confirmed. The investigation and sampling strategy was primarily focused on the

assessment of the shallow soils and weathered bedrock.

The rationale for each planned exploratory location is detailed within the Stage 2

Preliminary Ground Investigation Specification and summarised within the Provisional

Exploratory Hole Schedule included in Appendix B. This formed the basis for the works

decision making as works progressed.

Following completion of fieldworks and upon preparation of exploratory hole records a

series of samples were scheduled for a selection of geotechnical and chemical

laboratory testing, in order to characterise the properties of the strata encountered.

Groundwater samples were also taken and analysed where it was viable.

An initial programme of four weekly soil gas and groundwater level monitoring was

undertaken to establish the groundwater and ground gas conditions beneath the site.

The results of the monitoring are presented within Appendix H.




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3.2.1 Health and safety

Services data was obtained and overlaid upon the exploratory location plans to aid in the

safe positioning of locations.

RSK liaised with East Midlands Airport and Landowners to agree suitable and safe

exploratory hole locations and access routes and obtained all necessary permits and

permissions.

RSK prepared site specific works H&S Plan, risk assessments and method statements

for the undertaking of the works. These were reviewed by an independent CDMC

appointed by the Client.

A HSE Form F10, notification of construction project, was issued to the HSE to cover the

works by the CDMC and was displayed on site throughout the works.

3.2.2 Location of exploratory hole positions and service clearance

RSK met with landowners and stakeholders to confirm suitable access routes and viable

exploratory hole locations prior to finalising the ground investigation specification and

commencing works.

RSK SafeGround used a number of techniques and equipment to check all exploratory

hole positions and the surrounding areas were free of buried services and utilities. The

equipment used to determine the position of underground utility apparatus included:

CAT & Genny (Radiodetection RD8000),

Ground Penetrating Radar (GPR) - GSSI SIR-3000 console with the GSSI

400MHz antenna (standard frequency, used in high risk clearances) and the GSSI

200MHz antenna (low frequency, used in locating the high pressure water pipe)

EM31 (Geonics)

Hand excavated service avoidance inspection pits were excavated to depths of 1.20m

bgl prior to commencing all boreholes.

Upon completion of the works, an as-built survey of the exploratory hole positions was

commissioned and the coordinates and levels of each position were recorded using a

Leica Viva GPS accurate to +/-5mm in horizontal positioning and +/-10mm in elevation.

The coordinates and level data are recorded upon each exploratory hole log whilst the

position of each exploratory hole is shown upon the exploratory hole location plan

presented as Figure 4.




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3.2.3 Investigation techniques

3.2.3.1 Trial pits

Machine excavated trial pits were utilised to provide coverage across the site and to

provide data on the shallow near surface strata. Trial pits also allowed bulk disturbed

samples to be taken for strata classification and earthworks testing.

A specific trial pit was undertaken at a defined location to facilitate soakaway testing to

provide infiltration data to aid drainage design.

The trial pit logs and photographs are presented in Appendix C.

3.2.3.2 Cable percussion boring

150mm diameter cable percussion boreholes were utilised to penetrate shallow near

surface drift strata to full depth and to prove the top of rock head. This technique was

also used to provide in-situ strength and density testing (SPT), representative disturbed

and undisturbed samples for laboratory testing and to facilitate installation of monitoring

instrumentation within the shallow near surface deposits to facilitate long term soil gas

and groundwater monitoring.

The cable percussion borehole logs are presented in Appendix D.

3.2.4 Zone 4 investigation

The investigation undertaken within Zone 4 comprised the following:

Setting out and service clearance (RSK SafeGround).

Excavation of eight trial pits using an operated wheeled back-hoe excavator to

provisional depths of between 1.70m and 4.20m bgl.

Advancement of one borehole to a depth of 4.09m bgl using standard cable

percussive methods.

Execution of in-situ testing, including trial pit soakage testing to BRE Digest 365

guidance.

Installation of a combined gas and groundwater monitoring well to a depth of 3.70m

bgl.

Four initial return visits to monitor groundwater levels/ground gas concentrations.

Surveying in of as built exploratory hole positions using GPS surveying equipment.

Associated sampling.

Soil and rock sample geotechnical laboratory testing.

Soil sample chemical and contamination laboratory testing.




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3.2.5 Soil sampling, in-situ testing and laboratory analysis

Details of the soil samples obtained during the intrusive investigation are recorded on

the exploratory hole logs presented within Appendices C and D.

In-situ SPTs were undertaken within the cable percussion borehole and are presented

on the borehole logs included within Appendix D.

In-situ soakaway testing was undertaken within a selected trial pit, as denoted upon the

exploratory hole plan presented as Figure 4. Preliminary soakaway tests were

undertaken in unsupported shallow trial pits and were attempted in general accordance

with the recommendation of BRE 365. The soakage over the duration of the test was

insufficient to enable a determination of infiltration rate to be made. The in-situ soakaway

test results are presented in full within Appendix E and summarised below in Table 3.

Table 3: Summary of soakaway testing

Hole Test Zone

(Depth m bgl)

Calculated Infiltration Rate

m/s Strata

TPS306 1.92 – 2.60 Insufficient soakage Tarporley Siltstone Formation

A programme of laboratory testing was scheduled by RSK to be carried out on selected

suitable samples, in order to provide characteristic geotechnical strata properties.

The programme of geotechnical testing undertaken is summarised below within Table 4.

Table 4: Summary of geotechnical testing programme undertaken

Stratum Analysis Undertaken Number

Thrussington Member Sulphate Characterisation (BRE SD1) 1

Head Deposits

Classification tests (natural moisture content) 1

Sieve analysis 1

Sedimentation analysis 1

Gunthorpe Member

Sulphate Characterisation (BRE SD1) 4

Classification tests (Atterberg Limits) 5


Undrained shear strength measured by

shear vane testing (kN/m2)

1

Sieve analysis 3


Moisture condition value 1




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Recompacted California Bearing Ratio

(CBR) 1

Undrained shear strength measured by

triaxial testing (kN/m2)

1

Coefficient of consolidation cv (m2/year) 1

Point load testing (Axial/ Diametral) 4

Tarporley Siltstone

Formation

Sulphate Characterisation (BRE SD1) 1

Classification tests (Atterberg Limits) 5


Sieve analysis 1


Dry density/moisture content relationship 1

Recompacted California Bearing Ratio (CBR) 1

The results of the geotechnical laboratory testing are presented in full within

Appendix F.

In addition a programme of non targeted analytical chemical and contamination suites of

tests were scheduled upon selected soil samples obtained to confirm characteristic soil

chemistry and contamination potential.

The programme of analytical chemical and contamination suites of tests undertaken on

soil samples is summarised below within Table 5.

Table 5: Summary of analytical chemical and contamination testing programme

undertaken on soil samples


Subsoil

pH, arsenic, cadmium, copper, chromium, chromium

(hexavalent), lead, mercury, nickel, selenium and zinc 3

Total Organic Carbon (TOC) 2

Polycyclic Aromatic Hydrocarbons (PAH) 3

Pesticides 2

Triazine Herbicides 2

Total Petroleum Hydrocarbons of the Criteria Working

Group (TPHCWG), BTEX and MBTE 3





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Thrussington

Member




Polycyclic Aromatic Hydrocarbons (PAHs) 1

Pesticides 1

Triazine Herbicides 1

Total Petroleum Hydrocarbons Criteria Working Group

(TPH CWG) + BTEX and MTBE 1

Gunthorpe

Member



Polycyclic Aromatic Hydrocarbons (PAHs) 1

Total Petroleum Hydrocarbons Criteria Working Group

(TPH CWG) + BTEX and MTBE 1

The results of the analytical chemical and contamination suites of tests are presented in

full within Appendix G.

3.2.6 Instrumentation and monitoring

Long term monitoring of gas and groundwater levels was made possible by the

installation of standpipes and standpipe piezometers as shown within Table 6.

Table 6: Monitoring well installation details

Hole Standpipe Response

Zone / Piezometer

Response Zone

(m)

Standpipe Slotted

zone/Piezometer Tip

Depth

(m)

Strata

CP228 1.00 – 4.00 1.00 – 3.70 Gunthorpe Member

(p) = Piezometer

Instrumentation installed within the boreholes has been monitored by trained technicians

from RSK.

Initial Gas and Groundwater Monitoring was undertaken on 4 separate occasions over a

four week period as follows;

17th October 2013




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24th October 2013

30th October 2013

11th November 2013

Gas and groundwater level monitoring was undertaken in accordance with RSK Group

SHEQMS Technical Procedure TP211 Ground Gas (Permanent gases) Monitoring and

Sampling. This has been formulated in accordance with current published guidance.

Groundwater levels were established using a hand held dipmeter with levels recorded

with reference to depth below ground level. Gas monitoring was carried out using a

Geotechnical Instruments GA2000+ Infra red gas analyser and Gas Data GFM610 flow

pod. Monitoring was carried out to check for Methane, Carbon Monoxide, Carbon

dioxide, Hydrogen Sulphide, Oxygen, Barometric pressure and Flow rate. In addition a

Mini RAE 3000 Photo Ionisation Detector (PID) was used to confirm if volatile organic

compounds were also present. The detailed results of the gas and groundwater level

monitoring are presented within Appendix H.

Groundwater sampling has not been undertaken within Zone 4.




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FIGURES




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APPENDIX A SERVICE CONSTRAINTS

1. This report and the site investigation carried out in connection with the report (together the "Services") were compiled and carried

out by RSK Environment Limited (RSK) for Roxhill Developments Limited in accordance with the terms of a contract between RSK

and the "client", dated 3rd September 2013.. The Services were performed by RSK with the skill and care ordinarily exercised by a

reasonable environmental consultant at the time the Services were performed. Further, and in particular, the Services were

performed by RSK taking into account the limits of the scope of works required by the client, the time scale involved and the

resources, including financial and manpower resources, agreed between RSK and the client.

2. Other than that expressly contained in paragraph 1 above, RSK provides no other representation or warranty whether express or

implied, in relation to the Services.

3. Unless otherwise agreed the Services were performed by RSK exclusively for the purposes of the client. RSK is not aware of any

interest of or reliance by any party other than the client in or on the Services. Unless expressly provided in writing, RSK does not

authorise, consent or condone any party other than the client relying upon the Services. Should this report or any part of this report,

or otherwise details of the Services or any part of the Services be made known to any such party, and such party relies thereon that

party does so wholly at its own and sole risk and RSK disclaims any liability to such parties. Any such party would be well

advised to seek independent advice from a competent environmental consultant and/or lawyer.

4. It is RSK's understanding that this report is to be used for the purpose described in the introduction to the report. That purpose was

a significant factor in determining the scope and level of the Services. Should the purpose for which the report is used, or the

proposed use of the site change, this report may no longer be valid and any further use of or reliance upon the report in those

circumstances by the client without RSK 's review and advice shall be at the client's sole and own risk. Should RSK be requested to

review the report after the date hereof, RSK shall be entitled to additional payment at the then existing rates or such other terms as

agreed between RSK and the client.

5. The passage of time may result in changes in site conditions, regulatory or other legal provisions, technology or economic

conditions which could render the report inaccurate or unreliable. The information and conclusions contained in this report should

not be relied upon in the future without the written advice of RSK. In the absence of such written advice of RSK, reliance on the

report in the future shall be at the client's own and sole risk. Should RSK be requested to review the report in the future, RSK shall

be entitled to additional payment at the then existing rate or such other terms as may be agreed between RSK and the client.

6. The observations and conclusions described in this report are based solely upon the Services which were provided pursuant to the

agreement between the client and RSK. RSK has not performed any observations, investigations, studies or testing not specifically

set out or required by the contract between the client and RSK. RSK is not liable for the existence of any condition, the discovery of

which would require performance of services not otherwise contained in the Services. For the avoidance of doubt, unless otherwise

expressly referred to in the introduction to this report, RSK did not seek to evaluate the presence on or off the site of asbestos,

electromagnetic fields, lead paint, heavy metals, radon gas or other radioactive or hazardous materials.

7. The Services are based upon RSK's observations of existing physical conditions at the Site gained from a walk-over survey of the

site together with RSK's interpretation of information including documentation, obtained from third parties and from the client on the

history and usage of the site. The Services are also based on information and/or analysis provided by independent testing and

information services or laboratories upon which RSK was reasonably entitled to rely. The Services clearly are limited by the

accuracy of the information, including documentation, reviewed by RSK and the observations possible at the time of the walk-over

survey. Further RSK was not authorised and did not attempt to independently verify the accuracy or completeness of information,

documentation or materials received from the client or third parties, including laboratories and information services, during the

performance of the Services. RSK is not liable for any inaccurate information or conclusions, the discovery of which inaccuracies

required the doing of any act including the gathering of any information which was not reasonably available to RSK and including

the doing of any independent investigation of the information provided to RSK save as otherwise provided in the terms of the

contract between the client and RSK.

8. The phase II or intrusive environmental site investigation aspects of the Services is a limited sampling of the site at pre-determined

borehole and soil vapour locations based on the operational configuration of the site. The conclusions given in this report are based

on information gathered at the specific test locations and can only be extrapolated to an undefined limited area around those

locations. The extent of the limited area depends on the soil and groundwater conditions, together with the position of any current

structures and underground facilities and natural and other activities on site. In addition chemical analysis was carried out for a

limited number of parameters [as stipulated in the contract between the client and RSK] [based on an understanding of the

available operational and historical information,] and it should not be inferred that other chemical species are not present.

9. Any site drawing(s) provided in this report is (are) not meant to be an accurate base plan, but is (are) used to present the general

relative locations of features on, and surrounding, the site.




312494/4 -03 (00)

APPENDIX B PROVISIONAL EXPLORATORY HOLE SCHEDULE

Estimated

Ground Level

Estimated

Design

Ground

Level Diff in level

Hole Hole Type

Provisional

Depth m bgl

Anticipated CP

depth mbgl

Anticipated

Coring length

m Provisional Instrumentation Current Use/surfacing Purposed end use

Special insitu testing /

sampling /Likely Lab

Testing Requirements E N mAOD mAOD m

CP 228 CP 8 8 Cropped Fields New Kegworth Bypass cut/embankment NK #VALUE!

0

TPS306 TP & Soakaway 2.5 NK #VALUE!

TP 344 TP 4.5 NK NK

TP 345 TP 4.5 NK NK

TP 346 TP 4.5 NK NK

TP 347 TP 4.5 NK NK

TP 348 TP 4.5 NK NK

TP 349 TP 4.5 NK NK

TP 350 TP 4.5 NK NK

0

HV and Std geotech and Env

Sampling, large bulks for

earthworks classification and

compactuion test suites in

near top 1-2m depth

Safeground GPR required as high risk utilities in area

Access not yet available , Acces to these positions still to be confirmed by client and landowner. Do not undertake these investigation positions untill can confirm.

TBC= To Be ConfirmedNK = Not Known Note: Rotary Holes to be commenced 5m away from Cable Percussion holes and open holed to the depth acchieved by Cable Percussion prior to commencing coring.

Kegworth Bypass AlignmentCropped fields acces to be agreed

Trial Pits

Position

Exploratory Hole Schedule - Zone 4312494 East Midlands Gateway

SRFI

Boreholes




312494/4 -03 (00)

APPENDIX C TRIAL PIT LOGS AND PHOTOGRAPHS

Contract Reference: 312494

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B!G

rfcT

ext G

- L

EG

EN

D -

1 O

F 2

| 31

2494

- E

AS

T M

IDL

AN

DS

GA

TE

WA

Y.G

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- v8

_05

| 29/

11/1

3 -

10:0

0 | K

F.

RS

K E

nvir

onm

ent L

td, T

he E

nter

pris

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entr

e, C

oven

try

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ity

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k, C

oven

try,

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SAMPLING

Sample type codes

B = Bulk disturbed sample.C = Core sample.CS = Core sample taken from rotary core for lab testing.D = Small disturbed sample.DSPT = Small disturbed sample originating from SPT test.ES = Soil sample for environmental testing.U = Undisturbed driven tube sample - Number of blows indicated. % recovery reported.

Undisturbed sample detail codes

U(100) = 100mm diameter undisturbed sample.

IN-SITU TESTING

SPT(c) = Standard Penetration Test using a solid 60 degree cone.SPT = Standard Penetration Test using split spoon sampler. (SPT(NR) indicates 'No Sample Recovery').

= * denotes extrapolated N value. NP denotes 'No Penetration'.V = Field Vane Test. Peak value (cu) & Residual value (cr), given as shear strength in kPa.

ROTARY DRILLING INFORMATION

W = Water flush returns (%)TCR = Total core recovery (%)SCR = Solid core recovery (%)RQD = Rock quality designations (%)If = Fracture spacing (mm).

In the fracture column (i) denotes discontinuity is infilled (refer to Fracture Table for details).Where variable the minimum - average - maximum spacing may be quoted.'NI' denotes non-intact core. 'NA' denotes not applicable.

All lengths used to determine rock core mechanical properties taken along the centre line of the core.Obvious induced fractures have been ignored.The assessment of solid core is based on lengths that show a full diameter and not necessarilya full circumference.AZCL = Assessed zone of core loss.

ADDITIONAL NOTES

1. All soil and rock descriptions and legends in general accordance with BS EN ISO 14688-1, 14688-2, 14689-1, andBS5930:1999 including Amendment 2 (2010).2. Material types divided by a broken line (- - - ) indicates an unclear boundary.3. The data on any sheet within the report showing the AGS icon is available in the AGS format.

KEY TO EXPLORATORY HOLE LOGS - SUMMARY OF ABBREVIATIONS


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B!G

rfcT

ext G

- L

EG

EN

D -

2 O

F 2

| 31

2494

- E

AS

T M

IDL

AN

DS

GA

TE

WA

Y.G

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- v8

_05

| 29/

11/1

3 -

10:0

0 | K

F.

RS

K E

nvir

onm

ent L

td, T

he E

nter

pris

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entr

e, C

oven

try

Uni

vers

ity

Tec

hnol

ogy

Par

k, C

oven

try,

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1 2T

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KEY TO EXPLORATORY HOLE LOGS - SUMMARY OF GRAPHIC SYMBOLS

Standing water level recorded at documented date.

Standing water level following first strike, standing water level following second strike etc.

WATER COLUMN SYMBOLS

Seepage.

First water strike, second water strike etc.

MATERIAL GRAPHIC LEGENDS

CLAYClayeygravellySAND

GravellyclayeySAND

ClayeygravellySANDwithCOBBLES

ClayeySAND

ClayeySANDwithCOBBLES

ClayeysandyGRAVEL

GRAVEL

GRAVELwithCOBBLES

GravellyCLAY

GravellysiltyCLAY

SiltygravellyCLAY

SiltygravellyCLAYwithCOBBLES

GravellySAND

GravellyclayeySILT

GravellySILT

MADEGROUND Mudstone SAND

SANDwithCOBBLES

INSTRUMENTATION SYMBOLS

Backfill Bentoniteseal Concrete Gravel

filter

Sand filter Stopcockcover

Piezometertip Plain pipe Slotted

pipe

1. Location scanned with a CAT and Signal Generator prior to breaking ground. No servicesencountered.

2. Trial pit remained stable during excavation.3. Groundwater not encountered.4. Trial pit backfilled and compacted with arisings upon completion.5. Made ground related to farm track gateway.6. Pit terminated as machine unable to make significant further progress.

1

2

3

4

ES

B

D

B

Tx2+J+Vx20.25

0.50

(2.80)

3.30

(0.80)

4.10

0.10-0.20

1.85-2.05

2.90

3.90-4.10

Grass, thistle and nettles over very stiff brown slightly gravelly silty tovery silty sandy CLAY with frequent rootlets. Gravel is angular torounded, fine to coarse quartzite with occasional flints and rare charcoal,glass and brick.(SUBSOIL)Very stiff dark orange brown slightly sandy slightly gravelly silty to verysilty CLAY with occasional rootlets. Gravel is subrounded to roundedfine to medium quartzite.(HEAD DEPOSITS)Very stiff red brown mottled green grey very silty CLAY. Recoveryincludes occasional includes occasional subrounded fine sandstonefragments.(Weathering Grade IVb)(TARPORLEY SILTSTONE FORMATION). . . between 1.00m and 1.60m bgl, recovery includes occasional to some

tabular and angular fine grained sandstone cobbles.

. . . between 1.35m and 1.40m bgl, soft clay laminations.

. . . between 2.70m and 3.10m bgl, clayey SILT.

. . . between 3.10m and 3.30m bgl, becoming semi-lithified.

Red brown occasionally bedded green SILTSTONE and sandstone(Weathering Grade III)(TARPORLEY SILTSTONE FORMATION)

Trial pit terminated at 4.10m depth.

Wat

er

Bac

kfil

l

No Type Results

Depth(Thickness)Depth

Description of StrataSamples and In-situ Tests

Plan (Not to Scale)

0.65

3.60

General Remarks

All dimensions in metres 1:25Scale:

MaterialGraphicLegend

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

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on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

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PIT

LO

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MID

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ND

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Ent

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3681

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2476

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Web

: ww

w.r

sk.c

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.

Client:Contract:

TRIAL PIT LOG

East Midlands Gateway Roxhill Developments Ltd TP344Trial Pit:

MethodUsed:

PlantUsed:

LoggedBy:

CheckedBy:Machine dug MHockingJCB-3CX

10.10.13

73.16 of

National Grid Co-ordinate:

10.10.13

Contract Ref: Start:

End:

Sheet:

312494 E:447556.9 N:326322.8 11Ground Level (m AOD):


2. Trial pit remained stable during excavation.3. Groundwater not encountered.4. Trial pit backfilled and compacted with arisings upon completion.5. Pit terminated as machine unable to make significant further progress.

1

2

3

ES

B

B

Tx2+J+Vx20.25

(0.65)

0.90

(2.85)

3.75

(0.45)

4.20

0.10-0.20

1.80-2.00

3.75-4.20

Grass over very stiff brown slightly gravelly silty sandy CLAY withfrequent rootlets. Gravel is angular to rounded fine to coarse quartzite.(SUBSOIL)Very stiff dark orange brown slightly silty CLAY with occasionalrootlets. Recovery includes occasional tabular and angular fine to coarsegravel sized light grey fine grained sandstone fragments.(Weathering Grade IVa)(GUNTHORPE MEMBER)

Very stiff fissured red brown slightly silty CLAY. Recovery includesoccasional tabular and angular fine to coarse gravel sized siltstone andfine sandstone fragments.(Weathering Grade IVb)(GUNTHORPE MEMBER)

. . . below 1.50m bgl, occasional tabular and angular siltstone cobbles.

Red brown SILTSTONE recovered as angular and tabular cobbleswithin clay matrix.(Weathering Grade III)(GUNTHORPE MEMBER)


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

3.00

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

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v8_0

5 | 1

0/12

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| KF

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, The

Ent

erpr

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Cen

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entr

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V1

2TX

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: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

66.64 of


9.10.13


End:

Sheet:




1

2

3

4

ES

D

B

B

Tx2+J+Vx20.250.35

0.50

(1.80)

2.30

(0.60)

2.90

0.10-0.20

0.80

0.90-1.30

2.30-2.90

Grass over very stiff brown slightly sandy slightly gravelly silty CLAYwith frequent rootlets. Gravel is angular to rounded fine to coarsequartzite and flint.(SUBSOIL)Very stiff dark orange brown slightly sandy slightly gravelly silty CLAYwith rare subrounded sandstone cobbles. Gravel is angular to roundedfine to coarse quartzite and flint.(THRUSSINGTON MEMBER)Very stiff fissured red brown slightly gravelly silty CLAY withoccasional rootlets. Gravel is angular to rounded fine to coarse flint,quartzite and sandstone.(THRUSSINGTON MEMBER)Very stiff fissured red brown slightly silty CLAY.(Weathering Grade IVb)(GUNTHORPE MEMBER). . . below 0.80m bgl, laminated light brown grey and green grey (silt

laminations).. . . below 1.20m bgl, recovery includes occasional tabular siltstone and

fine sandstone gravel and cobbles.

. . . at 1.80m bgl, 5-10cm thick green grey siltstone bands.

Red brown occasionally bedded green grey extremely weakSILTSTONE and fine SANDSTONE recovered as tabular and angular;gravel is fine to coarse gravel and cobbles.(Weathering Grade III)(GUNTHORPE MEMBER) . . . at 2.30m bgl, 5-10cm thick green grey siltstone bands.


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.20

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:20

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

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nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

80.77 of


9.10.13


End:

Sheet:




1

3

4

2

5

ES

D

D

B

B

Tx2+J+Vx2

(0.30)

0.30

(0.45)

0.75

(0.80)

1.55

1.70

0.40

0.50-0.60

0.60-0.70

0.80-0.90

1.55-1.70

Crop stubble and new crop over stiff brown slightly silty slightly sandyslightly gravelly CLAY with occasional rootlets. Gravel is subroundedto rounded fine to coarse quartzite.(SUBSOIL)Stiff to very stiff fissured red brown slightly silty slightly gravelly CLAYwith occasional subrounded to rounded quartzite cobbles with occasionalcobble sized pockets of slightly sandy to sandy slightly gravelly clay.Gravel is tabular and angular fine to coarse fine sandstone and siltstoneand rare sandy medium flint.(THRUSSINGTON MEMBER) . . . at 0.50m bgl, land drain.Very stiff fissured brown slightly silty CLAY.(Weathering Grade IVb)(GUNTHORPE MEMBER)

Light grey SILTSTONE recovered as tabular and angular gravel andcobbles.(Weathering Grade III)(GUNTHORPE MEMBER)


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.60

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:21

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

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nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

71.63 of


9.10.13


End:

Sheet:




1

2

3

4

5

ES

D

D

D

B

Tx2+J+Vx2 (0.30)

0.30

(0.55)

0.85

(2.35)

3.20

0.10-0.20

0.60

1.00

2.00

3.00-3.20

Crop stubble and new crop over very stiff slightly sandy slightly gravellyvery silty CLAY with occasional rootlets. Gravel is subrounded torounded fine to coarse quartzite.(SUBSOIL)Very stiff dark orange brown slightly silty slightly gravelly sandy to verysandy CLAY. Gravel is angular to rounded fine to coarse quartzite andoccasional sandstone.(THRUSSINGTON MEMBER)

Stiff to very stiff red brown occasionally mottled grey silty CLAY.Recovery includes occasional tabular and angular fine to coarse gravelsized sandstone fragments.(Weathering Grade IVb)(GUNTHORPE MEMBER)

. . . at 1.80m bgl, light green grey siltstone and fine sandstone recoveredas tabular gravel and cobbles interlaminated with clay, fine sand and silt.




Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.30

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:21

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

y U

nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

68.46 of


9.10.13


End:

Sheet:




1

23

4

5

ES

BD

D

B

Tx2+J+Vx2

(0.45)

0.45

(0.35)

0.80

(1.85)

2.65

2.85

0.60

1.10-1.301.10-1.30

1.75-1.85

2.65-2.85

Crop stubble and new crop over very stiff brown slightly sandy slightlygravelly silty CLAY with occasional rootlets. Gravel is angular torounded fine to coarse quartzite and rare sandstone.(SUBSOIL)

Very stiff fissured dark orange brown slightly gravelly slightly siltyCLAY. Recovery includes occasional tabular and angular fine to coarsegravel sized fine sandstone and siltstone fragments.(Weathering Grade IVa)(GUNTHORPE MEMBER) . . . at 0.50m bgl, gravel filled trench crossing pit diagonally.Very stiff fissured red brown slightly silty CLAY. Recovery includesoccasional tabular and angular fine to coarse gravel sized fine sandstoneand siltstone fragments.(Weathering Grade IVb)(GUNTHORPE MEMBER)

. . . between 1.75m and 1.90m bgl, very soft to soft light grey brownslightly sandy silty CLAY.

. . . between 1.90m and 2.05m light grey SILTSTONE and fineSANDSTONE recovered as tabular and angular cobbles and fine tocoarse gravel.

Grey occasional red brown fine SANDSTONE and SILTSTONErecovered as tabular and angular cobbles and fine to coarse gravel.(Weathering Grade III)(GUNTHORPE MEMBER)


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.70

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:21

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

y U

nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

61.45 of


9.10.13


End:

Sheet:




1

2

3

45

ES

D

D

DB

Tx2+J+Vx2 0.20

(1.00)

1.20

(0.35)

1.55

1.70

(0.90)

2.60

0.10-0.20

0.60

1.40

2.502.50-2.60

Grass over very stiff dark orange brown slightly sandy slightly gravellysilty CLAY with frequent roots and rootlets. Gravel is angular torounded fine to medium occasionally coarse quartzite, occasional flint.(SUBSOIL)Very stiff orange brown mottled light grey and dark orange brownslightly gravelly silty CLAY. Gravel is tabular and angular to roundedfine to coarse fine sandstone and quartzite.(HEAD DEPOSITS)

Stiff to very stiff dark orange brown silty CLAY.(Weathering Grade IVb)(TARPORLEY SILTSTONE FORMATION)

Soft to firm light grey silty CLAY. Recovery includes occasional tabularsiltstone and fine sandstone cobbles.(Weathering Grade IVb)(TARPORLEY SILTSTONE FORMATION)Very stiff red brown slightly CLAY. Recovery includes occasionaltabular and angular gravel and cobble sized fine sandstone and siltstonefragments.(Weathering Grade IVb)(TARPORLEY SILTSTONE FORMATION)


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.10

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:21

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

y U

nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG


MethodUsed:

PlantUsed:

LoggedBy:


9.10.13

54.02 of


9.10.13


End:

Sheet:



2. Trial pit remained stable during excavation.3. Groundwater not encountered.4. Trial pit backfilled and compacted with arisings upon completion.5. Soakaway test completed.6. Pit terminated at anticipated maximum depth of soakaway/pond feature.

1

2

3

4

5

ES

B

D

D

D

Tx2+J+Vx2 (0.30)

0.30

(0.60)

0.90

(1.70)

2.60

0.10-0.20

0.50-0.70

0.90

1.65-1.70

2.40

Crop over very stiff slightly sandy slightly gravelly very silty CLAYwith occasional rootlets. Gravel is angular to rounded fine to coarsequartzite and flint.(SUBSOIL)Stiff light orange grey slightly gravelly clayey sandy to very sandy SILT.Gravel is angular to rounded fine to coarse quartzite and rare flint.(HEAD DEPOSITS)

Very stiff red brown fissured silty CLAY. Recovery includes occasionaltabular and angular fine to coarse gravel sized fine grained sandstone andsiltstone fragments.(Weathering Grade IVb)(TARPORLEY SILTSTONE FORMATION)

. . . between 1.65m and 1.70m bgl, green grey laminated red silty clayand silt.

. . . below 2.10m bgl red brown bedded green grey and recoveryincludes some to frequent tabular and angular fine grained sandstone andsiltstone cobbles.


Wat

er

Bac

kfil

l

No Type Results



Plan (Not to Scale)

0.65

2.70

General Remarks



GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

TR

IAL

PIT

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:21

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

y U

nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

Client:Contract:

TRIAL PIT LOG

East Midlands Gateway Roxhill Developments Ltd TPS306Trial Pit:

MethodUsed:

PlantUsed:

LoggedBy:


11.10.13

49.12 of


11.10.13


End:

Sheet:



Factual Site Investigation Report: East Midlands Gateway: Strategic Rail Freight Interchange


312494/4 -03 (00)

PHOTOGRAPHIC LOG – Trial pits – Zone 4

Photo No.

1

Date:

10.10.13

Direction Photo

Taken:

N/A

Description:

TP344

Photo No.

2

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP345




312494/4 -03 (00)

Photo No.

3

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP346

Photo No.

4

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP347




312494/4 -03 (00)

Photo No.

5

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP348

Photo No.

6

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP349




312494/4 -03 (00)

Photo No.

7

Date:

09.10.13

Direction Photo

Taken:

N/A

Description:

TP350

Photo No.

8

Date:

11.10.13

Direction Photo

Taken:

N/A

Description:

TPS306 – soakaway test

carried out on completion

of trial pit




312494/4 -03 (00)

APPENDIX D CABLE PERCUSSION BOREHOLE LOGS


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B!G

rfcT

ext G

- L

EG

EN

D -

1 O

F 2

| 31

2494

- E

AS

T M

IDL

AN

DS

GA

TE

WA

Y.G

PJ

- v8

_05

| 29/

11/1

3 -

10:0

0 | K

F.

RS

K E

nvir

onm

ent L

td, T

he E

nter

pris

e C

entr

e, C

oven

try

Uni

vers

ity

Tec

hnol

ogy

Par

k, C

oven

try,

CV

1 2T

X. T

el: 0

2476

236

816,

Fax

: 024

76 2

3601

4, W

eb: w

ww

.rsk

.co.

uk.

SAMPLING

Sample type codes

B = Bulk disturbed sample.C = Core sample.CS = Core sample taken from rotary core for lab testing.D = Small disturbed sample.DSPT = Small disturbed sample originating from SPT test.ES = Soil sample for environmental testing.U = Undisturbed driven tube sample - Number of blows indicated. % recovery reported.

Undisturbed sample detail codes

U(100) = 100mm diameter undisturbed sample.

IN-SITU TESTING

SPT(c) = Standard Penetration Test using a solid 60 degree cone.SPT = Standard Penetration Test using split spoon sampler. (SPT(NR) indicates 'No Sample Recovery').

= * denotes extrapolated N value. NP denotes 'No Penetration'.V = Field Vane Test. Peak value (cu) & Residual value (cr), given as shear strength in kPa.

ROTARY DRILLING INFORMATION

W = Water flush returns (%)TCR = Total core recovery (%)SCR = Solid core recovery (%)RQD = Rock quality designations (%)If = Fracture spacing (mm).

In the fracture column (i) denotes discontinuity is infilled (refer to Fracture Table for details).Where variable the minimum - average - maximum spacing may be quoted.'NI' denotes non-intact core. 'NA' denotes not applicable.

All lengths used to determine rock core mechanical properties taken along the centre line of the core.Obvious induced fractures have been ignored.The assessment of solid core is based on lengths that show a full diameter and not necessarilya full circumference.AZCL = Assessed zone of core loss.

ADDITIONAL NOTES

1. All soil and rock descriptions and legends in general accordance with BS EN ISO 14688-1, 14688-2, 14689-1, andBS5930:1999 including Amendment 2 (2010).2. Material types divided by a broken line (- - - ) indicates an unclear boundary.3. The data on any sheet within the report showing the AGS icon is available in the AGS format.

KEY TO EXPLORATORY HOLE LOGS - SUMMARY OF ABBREVIATIONS


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B!G

rfcT

ext G

- L

EG

EN

D -

2 O

F 2

| 31

2494

- E

AS

T M

IDL

AN

DS

GA

TE

WA

Y.G

PJ

- v8

_05

| 29/

11/1

3 -

10:0

0 | K

F.

RS

K E

nvir

onm

ent L

td, T

he E

nter

pris

e C

entr

e, C

oven

try

Uni

vers

ity

Tec

hnol

ogy

Par

k, C

oven

try,

CV

1 2T

X. T

el: 0

2476

236

816,

Fax

: 024

76 2

3601

4, W

eb: w

ww

.rsk

.co.

uk.

KEY TO EXPLORATORY HOLE LOGS - SUMMARY OF GRAPHIC SYMBOLS

Standing water level recorded at documented date.

Standing water level following first strike, standing water level following second strike etc.

WATER COLUMN SYMBOLS

Seepage.

First water strike, second water strike etc.

MATERIAL GRAPHIC LEGENDS

CLAYClayeygravellySAND

GravellyclayeySAND

ClayeygravellySANDwithCOBBLES

ClayeySAND

ClayeySANDwithCOBBLES

ClayeysandyGRAVEL

GRAVEL

GRAVELwithCOBBLES

GravellyCLAY

GravellysiltyCLAY

SiltygravellyCLAY

SiltygravellyCLAYwithCOBBLES

GravellySAND

GravellyclayeySILT

GravellySILT

MADEGROUND Mudstone SAND

SANDwithCOBBLES

INSTRUMENTATION SYMBOLS

Backfill Bentoniteseal Concrete Gravel

filter

Sand filter Stopcockcover

Piezometertip Plain pipe Slotted

pipe

3.704.00

3.303.70

10/10/13 4.09 1.50 150

42 blows100% recovery

N=37

N=88*

N=300*

N=375*

(0.40)

0.40

(1.90)

2.30

(1.30)

3.60

(0.49)

4.09

1

2

3

4

5

6

1

7

2

38

49

0.20

0.50

0.80-1.20

1.20-1.65

1.70

2.10

2.20-2.65

2.90

3.00-3.32

3.70-3.793.70

4.00-4.094.00

D

D

B

U(100)

D

D

SPT

D

SPT

SPT(c)D

SPT(c)D

Dry 01:0001:00

Dark brown slightly gravelly silty sandy CLAY. Gravel is subangular tosubrounded fine to coarse sandstone and quartzite.(TOPSOIL)

Firm to stiff red brown CLAY Recovery includes occasional angularfine to coarse mudstone lithorelicts.(Weathering Grade IVa)(GUNTHORPE MEMBER)

Very stiff to very weak red brown MUDSTONE, with occasional greyreduction spots.(Weathering Grade III)(GUNTHORPE MEMBER)

. . . at 3.00m bgl, becomes very weak.

Weak grey medium grained SANDSTONE.(Weathering Grade D)(GUNTHORPE MEMBER)

Borehole terminated at 4.09m depth.

1. Location scanned with CAT and signal generator priorto breaking ground. No services encountered.

2. Hand dug inspection pit excavated to 1.20m bgl3. Groundwater not encountered.4. Gas and groundwater monitoring well installed to

3.70m bgl upon completion.

Wat

er

Results

Depth(Thickness)NoDepth Type

Description of Strata

Bac

kfil

l &In

stru

-m

enta

tionSamples and In-situ Tests

Chiselling / Slow ProgressBoring Progress and Water Observations

TimeBorehole

DepthCasingDepth

BoreholeDiameter

(mm)

WaterDepth

From ToDuration(hh:mm)

General Remarks

All dimensions in metres Scale: 1:25

Date


East Midlands Gateway Roxhill Developments Ltd

BOREHOLE LOG

CP228Client: Borehole:Contract:

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s 00

02 |

Log

CA

BL

E P

ER

CU

SSI

ON

LO

G |

3124

94 -

EA

ST

MID

LA

ND

S G

AT

EW

AY

.GP

J -

v8_0

5 | 1

0/12

/13

- 11

:12

| KF

.R

SK

Env

iron

men

t Ltd

, The

Ent

erpr

ise

Cen

tre,

Cov

entr

y U

nive

rsit

y T

echn

olog

y P

ark,

Cov

entr

y, C

V1

2TX

. Tel

: 024

76 2

3681

6, F

ax: 0

2476

236

014,

Web

: ww

w.r

sk.c

o.uk

.

MethodUsed:

PlantUsed:

DrilledBy:

LoggedBy:

CheckedBy:GShawCable percussion

Pilcon Wayfarer1500 GH

10.10.13

76.28 of


10.10.13


End:

Sheet:





312494/4 -03 (00)

APPENDIX E IN-SITU SOAKAWAY TEST RESULTS

STRUCTURAL SOILS LTD

INSITU TESTING REPORT

Report No. 744139R.01(05)

Date Contract Field Farm, Lockington (Zone 4)

Client RSK Environment Ltd

Address Abbey Park

Humber Road

Coventry

CV3 4AQ

For the Attention of Gareth Shaw

Order received Client Reference None

Testing Started Client Order No. P0235653

Testing Completed Instruction Type Written

Test(s) undertaken (Not UKAS Accredited)

1no. Insitu soakaway tests carried out at locations specified by client.

Testing undertaken in the Laboratory

Environmental conditions (if relevant)

The results represent the ground conditions at the specified locations and depths at the time of testing.

Please Note: Remaining samples will be retained for a period of one month from today and will then be disposed of .

Test were undertaken on samples 'as received' unless otherwise stated.

Opinions and interpretations expressed in this report are outside the scope of accreditation for this laboratory.

Page 1 of 2

Structural Soils Ltd 1a Princess Street Bedminster Bristol BS3 4AG Tel.0117 9471000 Fax.0117 9471004 e-mail [email protected]

27-November-2013

18-September-2013

01-October-2013

11-October-2013

Page 1 of 2

0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.60 40 80 120 160 200 240

0.70

Soakaway Test - Position ID : TP306

Plan (Not to scale)

Legend

FULL SCALE SOAKAWAY TEST

TIME (mins)

PLOT OF DEPTH OF WATER BELOW GROUND LEVEL AGAINST TIME

DE

PT

H B

.G.L

(m

)

No Bearing Taken

2.30

Test 1 (11.10.13)

Non standard test

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

03 P

rjV

ersi

on: v

8_05

- C

ore+

In S

itu

Tes

ting

- 0

002

| Gra

ph I

- T

P S

OA

KA

WA

Y -

2 -

FIN

AL

RE

PO

RT

| 74

4139

.GP

J -

v8_0

5 | 1

4/10

/13

- 12

:09

| MS

.

Compiled By Date Checked By

14/10/13

744139

Contract:

Approved Signatories: D. TROWBRIDGE A. FROST F. HAMILTON M. STOKES

STRUCTURAL SOILS1a Princess Street

BedminsterBristol

BS3 4AG

Date

Contract Ref:

Field Farm, Lockington

secs

m2

m

m

m/s

m3

m

Test 1

Pit final depth:

3.6500

NA

NA

2.60

2.57

p75-25tTime,

Effective depth, De

Pit start depth: =

=

=

=

=

=

=

p50aSurface area,

Infiltration rate, f

Effective storage volume, Vp75-25

0.68

0.5474

Notes: No change in water level. Unable to calculate infiltration rate.

Page 2 of 2




312494/4 -03 (00)

APPENDIX F GEOTECHNICAL LABORATORY TESTING RESULTS

STRUCTURAL SOILS LTD

TEST REPORT

Report No. 744186R.03(00) 1774

Date Contract East Midlands Gateway - Zone 4

Client RSK EnvironmentAddress Abbey Park

Humber RoadCoventryCV3 4AQ

For the Attention of Darren Bench

Samples submitted by client Client Reference 312494Testing Started Client Order No. NoneTesting Completed Instruction Type Written

Tests marked 'Not UKAS Accredited' in this report are not included in the UKAS Accreditation Schedule for ourLaboratory.

UKAS Accredited Tests

1.01 Moisture Content (oven drying method) BS1377:Part 2:1990:clause 3.21.03 Liquid Limit (one point method ) & Plastic Limit BS1377:Part 2:1990,clause 4.4/5.31.10 Particle Size Distribution wet sieve method BS1377:Part 2:1990,clause 9.23.02 Dry density/moisture content relationship 4.5kg rammer method BS1377:Part 4:1990

clause 3.53.10 California Bearing Ratio BS1377:Part 4:1990,clause 7.43.06 Moisture condition value natural moisture content BS1377:Part 4:1990,clause 5.45.05 Undrained shear strength triaxial compression without pore pressure measurement

(multistage loading) BS1377:Part 7:1990,clause 9.410.06 Point Load Index ISRM:1985

Not UKAS Acredited Tests

1.13 Particle Size Distribution sedimentation hydrometer method BS1377:Part 2:1990,clause 9.5

4.01 One-dimensional consolidation BS1377:Part 5:1990,clause 3.5

Please Note: Remaining samples will be retained for a period of one month from today and will then be disposed of .Test were undertaken on samples 'as received' unless otherwise stated.Opinions and interpretations expressed in this report are outside the scope of accreditation for this laboratory.

Page 1 of 18

Structural Soils Ltd 1a Princess Street Bedminster Bristol BS3 4AG Tel.0117 9471000 Fax.0117 9471004 e-mail [email protected]

20-November-2013

16-October-201318-October-201314-November-2013

Page 1 of 18

Approved SignatoryJustin Barrett (Laboratory Manager)

The test results included in this report are certified as:-

ISSUE STATUS: FINAL

In accordance with Structural Soils Ltd Laboratory Quality Assurance Manual, Issue6, January 2010 all results sheets and summaries of results issued by the laboratoryare checked by an approved signatory. This check will also involve checking of atleast 10% of calculations for each test type to ensure that data has been correctly

entered into the computer and calculated. The integrity of the test data and resultsare ensured by control of the computer system employed by the laboratory as part ofthe Software Verification Program as detailed in the Laboratory Quality Assurance

Manual.

This testing verification certificate covers all testing compiled on or before thefollowing datetime: 16/11/2013 09:01:43.

Testing reported after this date is not covered by this Verification Certificate.

1774

TESTING VERIFICATIONCERTIFICATE


BedminsterBristol

BS3 4AG

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

02 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

rfcT

ext L

- L

AB

VE

RIF

ICA

TIO

N R

EP

OR

T |

7441

86.G

PJ

- v8

_05

| 16/

11/1

3 -

09:0

3 | J

B.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

7-94

7-10

04, W

eb: w

ww

.soi

ls.c

o.uk

, Em

ail:

ask

@so

ils.

co.u

k.

Contract: Job No:

East Midlands Gateway - Zone 4� � 744186

Page 2 of 18

CP228 7 2.20 DSPT 16

CP228 9 3.00 DSPT 11

In accordance with clause 3.2 of BS1377:Part 2SUMMARY OF MOISTURE CONTENT TESTS

Exploratory Position ID Sample Ref Depth (m) Sample Type Moisture Content(%)

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

rfcT

bl L

- S

UM

MA

RY

OF

ST

AN

DA

LO

NE

MC

- A

4P |

7441

86.G

PJ

- v8

_05

| 15/

11/1

3 -

07:4

4 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

7-94

7-10

04, W

eb: w

ww

.soi

ls.c

o.uk

, Em

ail:

ask

@so

ils.

co.u

k.

Date

East Midlands Gateway - Zone 4

Contract:


BedminsterBristol

BS3 4AG744186

Contract Ref:

Approved Signatories: J.BARRETT A.FROST M.STOKES S.HANDCOCK

ALAN FROST

Compiled By

15/11/13

Page 3 of 18

0

10

20

30

40

50

60

70

0 20 40 60 80 100 120

V - Very High E - Extremely High

MI

CI

MH

Sample Identification

1.200.501.651.853.901.800.900.801.101.402.50

177.3182314171518191813

4019323430293538373230

1915181717171917161917

214141713121621211313

1008997100100657410010010090

4U B D B B B

1LB B B D B

# Tested in accordance with the following clauses of BS1377-2:1990.

3.2 - Moisture Content4.3 - Cone Penetrometer Method4.4 - One Point Cone Penetrometer Method4.6 - One Point Casagrande Method5.3 - Plastic Limit Method5.4 - Plasticity Index

3.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.43.2/4.4/5.3/5.4

4.2.34.2.44.2.34.2.34.2.34.2.34.2.44.2.34.2.34.2.34.2.3

<425um

%%%%%CP228TP306TP306TP344TP344TP345TP346TP347TP349TP350TP350

PreparationMethod +

BS TestMethod #

Testing in accordance with BS1377-2:1990

SampleExploratoryPosition ID

PIPLLLMC

PLASTICITY CHART - PI Vs LL

ME

CV

CH

U - Upper Plasticity Range

H - HighL - Low Plasticity

Depth(m)

Pla

stic

ity

Inde

x -

PI

(%)

MV

Intermediate

ML

CE

Liquid Limit - LL (%)

CL

In accordance with clause 42.3 of BS5930:1999

+ Tested in accordance with the following clauses of BS1377-2:1990.

4.2.3 - Natural State4.2.4 - Wet Sieved

Key: * = Non standard test, NP = Non plastic.

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

AL

INE

ST

AN

DA

RD

- E

C7

| 744

186.

GP

J -

v8_0

5 | 1

5/11

/13

- 07

:45

| AF

.S

truc

tura

l Soi

ls L

td, B

ranc

h O

ffic

e -

Bri

stol

Lab

: 1a

Pri

nces

s S

tree

t, B

edm

inst

er, B

rist

ol, B

S3

4AG

. Tel

: 011

7-94

7-10

00, F

ax: 0

117-

947-

1004

, Web

: ww

w.s

oils

.co.

uk, E

mai

l: a

sk@

soil

s.co

.uk.

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

ALAN FROST


Contract Ref:


Page 4 of 18

CP228 4 U 1.20 17 40 19 21 100 Brown CLAY

CP228 7 DSPT 2.20 16 Reddish brown CLAY

CP228 9 DSPT 3.00 11 Reddish brown slightly sandy CLAY

TP306 B 0.50 7.3 19 15 4 89 Brown slightly gravelly sandy SILT

TP306 D 1.65 18 32 18 14 97 Reddish brown mottled greenish grey slightly gravelly slightly sandy CLAY

TP344 B 1.85 23 34 17 17 100 Reddish brown slightly gravelly slightly sandy silty CLAY

TP344 B 3.90 14 30 17 13 100 Reddish brown silty CLAY

TP345 B 1.80 17 29 17 12 65 Reddish brown slightly sandy slightly gravelly silty CLAY with medium cobble content

Limit

%

PlasticLimit

%

PlasticityIndex

%

%<425um

Liquid% retainedon 20 mm

sieve

MCV(%) Description of Sample

MoistureContent

%

SUMMARY OF SOIL CLASSIFICATION TESTSIn accordance with clauses 3.2,4.3,4.4,5.3,5.4,7.2,8.2,8.3 of BS1377:Part 2:1990

SampleType

Depth(m)

ExploratoryPosition ID

SampleRef

GINT_LIBRARY_V8_05.GLB : L - SUMMARY OF CLASSIFICATION TESTS EC7 : 744186.GPJ : 15/11/13 07:47 : AF

Contract Ref:Contract:

East Midlands Gateway - Zone 4 744186STRUCTURAL

SOILS LTD

Page 5 of 18

TP346 1 LB 0.90 15 35 19 16 74 6.8 23 Brown slightly sandy gravelly CLAY

TP347 B 0.80 18 38 17 21 100 Reddish brown slightly sandy silty CLAY

TP349 B 1.10 19 37 16 21 100 Reddish brown slightly sandy silty CLAY

TP350 D 1.40 18 32 19 13 100 Reddish brown slightly sandy silty CLAY

TP350 B 2.50 13 30 17 13 90 Reddish brown slightly gravelly slightly sandy silty CLAY

Limit

%

PlasticLimit

%

PlasticityIndex

%

%<425um

Liquid% retainedon 20 mm

sieve

MCV(%) Description of Sample

MoistureContent

%

SUMMARY OF SOIL CLASSIFICATION TESTSIn accordance with clauses 3.2,4.3,4.4,5.3,5.4,7.2,8.2,8.3 of BS1377:Part 2:1990

SampleType

Depth(m)


SampleRef

GINT_LIBRARY_V8_05.GLB : L - SUMMARY OF CLASSIFICATION TESTS EC7 : 744186.GPJ : 15/11/13 07:47 : AF

Contract Ref:Contract:

East Midlands Gateway - Zone 4 744186STRUCTURAL

SOILS LTD

Page 6 of 18

0

10

20

30

40

50

60

70

80

90

100

0.0001 0.001 0.01 0.1 1 10 1000

10

20

30

40

50

60

70

80

90

100

20.0

37.5

75.0

6.30

0.60

0

1.18

0.00

2

0.00

6

0.02

0

2.00

10.0

0.06

3

Per

cent

age

Pas

sing

63.0

0.15

0

3.35

0.21

2

0.30

0

Trial Pit : TP306 Sample Ref: Sample Type: B Depth (m): 0.50

GIN

T_L

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4418

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8 | A

F.

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oils

Ltd

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ice

- B

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ess

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Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

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04, W

eb: w

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ail:

ask

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Brown slightly gravelly sandy SILT

BS Test ParticlePercentage SoilPercentage

coarse fine mediumfine

GRAVEL

SAND

SILT

CLAY

SieveSieve (mm) Passing Diameter Passing Fraction Percentage

Soil Description:

0.02

0.006

0.002

medium coarseCLAY

fine

GRAVELmedium coarse

COBBLESSILT SAND

Particle Size (mm)

21

9

6

12

43

39

6

100

10.06.30 913.35

0.2120.1500.063

686145

10010095

37.520.0

0.600

100

93

125.075.063.0

0.425

1.182.00 88

8587

89

83

In accordance with clauses 9.2,9.5 of BS1377:Part 2:1990PARTICLE SIZE DISTRIBUTION TEST

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 7 of 18

0

10

20

30

40

50

60

70

80

90

100

0.0001 0.001 0.01 0.1 1 10 1000

10

20

30

40

50

60

70

80

90

100

20.0

37.5

75.0

6.30

0.60

0

1.18

0.00

2

0.00

6

0.02

0

2.00

10.0

0.06

3

Per

cent

age

Pas

sing

63.0

0.15

0

3.35

0.21

2

0.30

0


GIN

T_L

IBR

AR

Y_V

8_05

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B L

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on: v

8_05

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on: v

8_05

- C

ore+

Log

s+G

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ch L

ab-B

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ol -

000

4 | G

raph

L -

PS

D -

EC

7 | 7

4418

6.G

PJ

- v8

_05

| 15/

11/1

3 -

07:4

8 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

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ab: 1

a P

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ess

Str

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Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

7-94

7-10

04, W

eb: w

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ls.c

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ail:

ask

@so

ils.

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k.

Reddish brown slightly gravelly slightly sandy silty CLAY



GRAVEL

SAND

SILT

CLAY


Soil Description:

0.02

0.006

0.002

medium coarseCLAY

fine

GRAVELmedium coarse

COBBLESSILT SAND

Particle Size (mm)

67

33

16

1

9

74

16

100

10.06.30 1003.35

0.2120.1500.063

989790

100100100

37.520.0

0.600

100

100

125.075.063.0

0.425

1.182.00 99

9899

99

98


Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 8 of 18

0

10

20

30

40

50

60

70

80

90

100

0.0001 0.001 0.01 0.1 1 10 1000

10

20

30

40

50

60

70

80

90

100

20.0

37.5

75.0

6.30

0.60

0

1.18

0.00

2

0.00

6

0.02

0

2.00

10.0

0.06

3

Per

cent

age

Pas

sing

63.0

0.15

0

3.35

0.21

2

0.30

0


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

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ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

PS

D -

EC

7 | 7

4418

6.G

PJ

- v8

_05

| 15/

11/1

3 -

07:4

8 | A

F.

Str

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ral S

oils

Ltd

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ice

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rist

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ab: 1

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ess

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min

ster

, Bri

stol

, BS

3 4A

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el: 0

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ls.c

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ail:

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ils.

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k.

Reddish brown slightly sandy slightly gravelly silty CLAY withmedium cobble content




Soil Description:

0.02

0.006

0.002

medium coarseCLAY

fine

GRAVELmedium coarse

COBBLESSILT SAND

Particle Size (mm)

COBBLES

GRAVEL

SAND

SILT

CLAY

56

29

14

11

10

4

61

14

100

10.06.30 813.35

0.2120.1500.063

777775

898984

37.520.0

0.600

100

83

125.075.063.0

0.425

1.182.00 79

7878

80

77


Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 9 of 18

0

10

20

30

40

50

60

70

80

90

100

0.0001 0.001 0.01 0.1 1 10 1000

10

20

30

40

50

60

70

80

90

100

20.0

37.5

75.0

6.30

0.60

0

1.18

0.00

2

0.00

6

0.02

0

2.00

10.0

0.06

3

Per

cent

age

Pas

sing

63.0

0.15

0

3.35

0.21

2

0.30

0


GIN

T_L

IBR

AR

Y_V

8_05

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B L

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on: v

8_05

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8_05

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ore+

Log

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4 | G

raph

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D -

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7 | 7

4418

6.G

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- v8

_05

| 15/

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3 -

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8 | A

F.

Str

uctu

ral S

oils

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nch

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ice

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ess

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ster

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stol

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el: 0

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ls.c

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ail:

ask

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ils.

co.u

k.

Reddish brown slightly sandy silty CLAY



GRAVEL

SAND

SILT

CLAY


Soil Description:

0.02

0.006

0.002

medium coarseCLAY

fine

GRAVELmedium coarse

COBBLESSILT SAND

Particle Size (mm)

59

40

25

0

25

50

25

100

10.06.30 1003.35

0.2120.1500.063

959275

100100100

37.520.0

0.600

100

100

125.075.063.0

0.425

1.182.00 100

99100

100

99


Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 10 of 18

0

10

20

30

40

50

60

70

80

90

100

0.0001 0.001 0.01 0.1 1 10 1000

10

20

30

40

50

60

70

80

90

100

20.0

37.5

75.0

6.30

0.60

0

1.18

0.00

2

0.00

6

0.02

0

2.00

10.0

0.06

3

Per

cent

age

Pas

sing

63.0

0.15

0

3.35

0.21

2

0.30

0


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

PS

D -

EC

7 | 7

4418

6.G

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_05

| 15/

11/1

3 -

07:4

8 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

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ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

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el: 0

117-

947-

1000

, Fax

: 011

7-94

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eb: w

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ls.c

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ail:

ask

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ils.

co.u

k.

Reddish brown slightly sandy silty CLAY



GRAVEL

SAND

SILT

CLAY


Soil Description:

0.02

0.006

0.002

medium coarseCLAY

fine

GRAVELmedium coarse

COBBLESSILT SAND

Particle Size (mm)

64

44

29

0

12

59

29

100

10.06.30 1003.35

0.2120.1500.063

999888

100100100

37.520.0

0.600

100

100

125.075.063.0

0.425

1.182.00 100

100100

100

100


Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 11 of 18

1.90

1.91

1.92

1.93

1.94

1.95

1.96

1.97

1.98

1.99

2.00

2.01

2.02

2.03

3 5 7 9 11 13 15

% Retained on 20.0mm BS Sieve :

:

:0

Method Used:Proctor

Heavy

Separate samples were used.

2.03Maximum Dry Density (Mg/m3)

Key to Air Voids LinesReddish brown slightly gravelly slightly sandy silty CLAY

2.70

0% 5%

:

Mass of Rammer (kg):

Size of Soil Pieces

:

: Optimum Moisture Content (%)

Initial Sample Conditions

Compaction Type

Remarks:

10%

Test Results

14Initial Moisture Content (%)

% Retained on 37.5mm BS Sieve

Dry

Den

sity

(M

g/m

3 )

Clause 3.5

:

:

Test Details

Type of Mould0

10

Particle Density - assumed (Mg/m3)

4.5

<20mm

Moisture Content (%)

Sample Description

DRY DENSITY / MOISTURE CONTENT RELATIONSHIP TEST

:

In accordance with clauses 3.3,3.4,3.5,3.6,3.7 of BS1377:Part 4:1990


GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

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on: v

8_05

- L

ib00

04 P

rjV

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on: v

8_05

- C

ore+

Log

s+G

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ch L

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4 | G

raph

L -

CO

MP

AC

TIO

NS

| 74

4186

.GP

J -

v8_0

5 | 1

5/11

/13

- 07

:49

| AF

.S

truc

tura

l Soi

ls L

td, B

ranc

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Bri

stol

Lab

: 1a

Pri

nces

s S

tree

t, B

edm

inst

er, B

rist

ol, B

S3

4AG

. Tel

: 011

7-94

7-10

00, F

ax: 0

117-

947-

1004

, Web

: ww

w.s

oils

.co.

uk, E

mai

l: a

sk@

soil

s.co

.uk.

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

ALAN FROST


Contract Ref:


Page 12 of 18

0

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0 2 4 6 8 10

:

4.5 kg Dynamic

1.4 1.42.13

1.75

4.5

Top

For

ce o

n pl

unge

r (k

N)

Penetration of plunger (mm)

LABORATORY CALIFORNIA BEARING RATIO TEST

% retained on 20mm sieve

Key

Initial Sample Conditions Test Details Test Results Top

Initial Moisture Content (%)

Remarks:

Base

Compaction Type 2021

Surcharge (kg)

Soaking Time (hrs)

23 Swelling (mm)

CBR value (%)

:

:

:

: :

:


:

Sample Description

Base

Initial Bulk Density (Mg/m3)

Initial Dry Density (Mg/m3)

Brown slightly sandy gravelly CLAY

In accordance with clause 7 of BS1377:Part 4:1990

Trial Pit : TP346 Sample Ref: 1 Sample Type: LB Depth (m): 0.90

21

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

CB

R -

LA

B |

7441

86.G

PJ

- v8

_05

| 15/

11/1

3 -

07:4

9 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

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: 011

7-94

7-10

04, W

eb: w

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ls.c

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, Em

ail:

ask

@so

ils.

co.u

k.

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 13 of 18

0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0 2 4 6 8 10

:

4.5 kg Dynamic

12 162.21

1.96

4.5

Top

For

ce o

n pl

unge

r (k

N)

Penetration of plunger (mm)

LABORATORY CALIFORNIA BEARING RATIO TEST

% retained on 20mm sieve

Key

Initial Sample Conditions Test Details Test Results Top

Initial Moisture Content (%)

Remarks:

Base

Compaction Type 1313

Surcharge (kg)

Soaking Time (hrs)

0 Swelling (mm)

CBR value (%)

:

:

:

: :

:


:

Sample Description

Base

Initial Bulk Density (Mg/m3)

Initial Dry Density (Mg/m3)

Reddish brown slightly gravelly slightly sandy silty CLAY



13

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

CB

R -

LA

B |

7441

86.G

PJ

- v8

_05

| 15/

11/1

3 -

07:5

0 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

7-94

7-10

04, W

eb: w

ww

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ls.c

o.uk

, Em

ail:

ask

@so

ils.

co.u

k.

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 14 of 18

0

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

0 2 4 6 8 10 12 14 16 18 20

23

MOISTURE CONDITION VALUEC

hang

e in

pen

etra

tion

(m

m)

Moisture Condition Value

6.8

Description : Brown slightly sandy gravelly CLAY


Moisture Condition Value :

%Moisture Content :

Percentage retained on 20 mm sieve : %

21

Trial Pit : TP346 Sample Ref: 1 Sample Type: LB Depth (m): 0.90

=

=

=

=Interpretation of curve: Steepest straight line

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

MC

V N

AT

UR

AL

| 74

4186

.GP

J -

v8_0

5 | 1

5/11

/13

- 07

:50

| AF

.S

truc

tura

l Soi

ls L

td, B

ranc

h O

ffic

e -

Bri

stol

Lab

: 1a

Pri

nces

s S

tree

t, B

edm

inst

er, B

rist

ol, B

S3

4AG

. Tel

: 011

7-94

7-10

00, F

ax: 0

117-

947-

1004

, Web

: ww

w.s

oils

.co.

uk, E

mai

l: a

sk@

soil

s.co

.uk.

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 15 of 18

0.420

0.425

0.430

0.435

0.440

0.445

0.450

0.455

0.460

0.465

0.470

0.475

0.480

0.485

1 10 100 1000

Bulk Density (Mg/m3)

:

:Mv

(m /MN)2Cv

(m /yr)2

Specimen Details

Description

Void Ratio

Bulk Density (Mg/m3) :Dry Density (Mg/m3) : :


Void Ratio

3

Range (kPa)

19.1476.04

2.07

0.4534

(assumed)

1.782.161.83

16

0.4893

18

NA

2.65

ONE DIMENSIONAL CONSOLIDATION TESTIn accordance with BS1377:Part 5:1990

Height (mm)Diameter (mm)

Voi

ds R

atio

Particle Density (Mg/m )

::

:Moisture Content (%)

:

Swelling Pressure (kPa)

Pressure (kPa)

Initial Specimen Condition Final Specimen Condition

Dry Density (Mg/m3)

Test Results

:

:

:

Pressure

Brown CLAY

Position ID : CP228 Sample Ref: 4 Sample Type: U Depth (m): 1.61

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

1-D

CO

NS

OL

DA

TA

LO

GG

ED

| 74

4186

.GP

J -

v8_0

5 | 1

5/11

/13

- 07

:51

| AF

.S

truc

tura

l Soi

ls L

td, B

ranc

h O

ffic

e -

Bri

stol

Lab

: 1a

Pri

nces

s S

tree

t, B

edm

inst

er, B

rist

ol, B

S3

4AG

. Tel

: 011

7-94

7-10

00, F

ax: 0

117-

947-

1004

, Web

: ww

w.s

oils

.co.

uk, E

mai

l: a

sk@

soil

s.co

.uk.

Swelling402329NA

Sample0.110.120.10NA

0 - 5050 - 100100 - 200200 - 400400 - 50

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 16 of 18

0

50

100

150

200

250

300

350

400

0 2 4 6 8 10 12 14 16 18 20

Dev

iato

r S

tres

s (k

Pa)

SAMPLE DETAILS

TEST DETAILS

Strain (%)

Sample Condition

Orientation of sample

Diameter

Height

Moisture Content

Bulk Density

Dry Density

Membrane Thickness

Rate of Axial Displacement

Cell Pressure

Membrane Correction

Corrected Deviator Stress

Undrained Shear Strength

Strain at Failure

Mode of Failure

1 2 3

(mm)

(mm)

(%)

(Mg/m3)

(Mg/m3)

(mm)

(%/min)

(kPa)

(kPa)

(kPa)

(kPa)

(%)

Undisturbed

Vertical

102.71

204.71

17

2.05

1.75

0.61

1.22

50

1.12

198

99

7.8

0.61

1.22

100

1.68

276

138

13.4

0.61

1.22

200

2.23

378

189

19.5

Compound

UNCONSOLIDATED QUICK UNDRAINED (MULTI-STAGE)TRIAXIAL COMPRESSION TEST

STAGE NUMBER

GIN

T_L

IBR

AR

Y_V

8_05

.GL

B L

ibV

ersi

on: v

8_05

- L

ib00

04 P

rjV

ersi

on: v

8_05

- C

ore+

Log

s+G

eote

ch L

ab-B

rist

ol -

000

4 | G

raph

L -

TR

IAX

IAL

TE

ST

- B

S V

ER

SIO

N |

7441

86.G

PJ

- v8

_05

| 15/

11/1

3 -

07:5

2 | A

F.

Str

uctu

ral S

oils

Ltd

, Bra

nch

Off

ice

- B

rist

ol L

ab: 1

a P

rinc

ess

Str

eet,

Bed

min

ster

, Bri

stol

, BS

3 4A

G. T

el: 0

117-

947-

1000

, Fax

: 011

7-94

7-10

04, W

eb: w

ww

.soi

ls.c

o.uk

, Em

ail:

ask

@so

ils.

co.u

k.

Key: Stage 1 Stage 2 Stage 3

In accordance with BS1377:Part 7:1990, Clause 9

Position ID : CP228 Sample Ref: 4 Sample Type: U Depth (m): 1.35

Description : Brown CLAY

Contract

744186


BedminsterBristol

BS3 4AG

Date

15/11/13

Compiled By

MATT STOKES


Contract Ref:


Page 17 of 18

CP228 4.00 I 40 33 0.734 41 0.44 0.91 0.40 10 MUDSTONE

TP347 1.55 I 70 37 0.152 57 0.05 1.06 0.05 15 MUDSTONE

TP347 1.55 I 80 46 0.290 68 0.06 1.15 0.07 15 MUDSTONE

TP347 1.55 I 70 36 0.028 57 0.01 1.06 0.01 15 MUDSTONE

PointLoad(Is)

(MN/m2)

SizeFactor

(F)

SUMMARY OF POINT LOAD INDEX TEST RESULTS

Point LoadIndex(Is(50))

(MN/m2)

Key : A = Axial, D = Diametral, I = Irregular, B = Block, L = Parallel to planes of weakness, P = Perpendicular to planes of weakness. [NS] denotes Non Standard Test.

Width or Length

(W or L)(mm)

PlatenSeparation

(D)(mm)

Failure Load

(P)(kN)

EquivalentDiameter

(De)(mm)

(International Society for Rock Mechanics : 1985)


Depth(m)

Typeof

Test

GINT_LIBRARY_V8_05.GLB : L - SUMMARY OF POINT LOAD INDEX TEST : 744186.GPJ : 15/11/13 07:53 : AF

East Midlands Gateway - Zone 4Contract:

Contract Ref:DateCompiled By

15.11.13


ALAN FROST

744186


BedminsterBristol

BS3 4AG

MoistureContent

(%)

RockType

Page 18 of 18




312494/4 -03 (00)

APPENDIX G CHEMICAL LABORATORY CERTIFICATES FOR SOIL ANALYSIS

Page 1 of 8

Units 7 & 8 Sandpits Business Park Mottram Road, Hyde, Cheshire, SK14 3AR

FINAL ANALYTICAL TEST REPORT

Envirolab Job Number: 13/04859 Issue Number: 2 Date: 19 November, 2013 Client: RSK Environment Ltd Coventry Humber Road, Abbey Park Coventry UK CV3 4AQ Project Manager: Darren Bench / Mariah Hocking / Marc Dixon Project Name: East Midlands Gateway Zone 4 Project Ref: 312494 Order No: Not specified Date Samples Received: 15/10/13 Date Instructions Received: 16/10/13 Date Analysis Completed: 28/10/13 Prepared by: Approved by:

Lynette Toon Liz Oliver Administrative Assistant Client Service Manager

Page 2 of 8

Envirolab Job Number: 13/04859 Client Project Name: East Midlands Gateway Zone 4

Client Project Ref: 312494

Lab Sample ID 13/04859/1 13/04859/2 13/04859/3 13/04859/4 13/04859/5 13/04859/6 13/04859/7 13/04859/8

Client Sample No 5

Client Sample ID TP344 TP346 TP347 TP349 TP350 CP228 TP346 TP348

Depth to Top 0.10 0.10 0.40 0.60 0.10 1.70 0.80 0.60

Depth To Bottom 0.20 0.20 0.20

Date Sampled 10-Oct-13 10-Oct-13 09-Oct-13 09-Oct-13 09-Oct-13 10-Oct-13 10-Oct-13 09-Oct-13

Sample Type Soil - ES Soil - ES Soil - ES Soil - ES Soil - ES Soil - D Soil - D Soil - D

Sample Matrix Code 4E 4E 5 5 4E 5 5B 5E

Un

its

Meth

od

ref

% Stones >10mmA# <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 % w/w A-T-044

pHDM#

6.76 6.84 8.11 7.09 7.88 - - - pH A-T-031s

pH BREDM#

- - - - - 8.60 8.52 7.26 pH A-T-031s

Sulphate BRE (water sol 2:1)DM#

- - - - - <10 <10 <10 mg/l A-T-026s

Sulphate BRE (acid sol)DM#

- - - - - 0.03 0.02 <0.02 % w/w A-T-028

Sulphur BRE (total)D - - - - - 0.01 0.01 <0.01 % w/w A-T-024

Total Organic CarbonDM#

3.34 - 0.31 - 1.64 - - - % w/w A-T-032s

ArsenicD# 5 6 4 4 4 - - - mg/kg A-T-024

CadmiumDM#

0.6 0.5 <0.5 0.6 <0.5 - - - mg/kg A-T-024

CopperDM#

15 16 8 14 14 - - - mg/kg A-T-024

ChromiumD# 37 37 44 50 29 - - - mg/kg A-T-024

Chromium (hexavalent)D <1 <1 <1 <1 <1 - - - mg/kg A-T-040s

LeadDM#

36 308 8 9 24 - - - mg/kg A-T-024

MercuryD 0.23 0.23 0.34 0.30 <0.17 - - - mg/kg A-T-024

NickelD# 19 22 30 33 19 - - - mg/kg A-T-024

SeleniumD# 1 <1 1 1 <1 - - - mg/kg A-T-024

ZincDM#

87 70 64 104 69 - - - mg/kg A-T-024

Page 3 of 8



Lab Sample ID 13/04859/1 13/04859/2 13/04859/3 13/04859/4 13/04859/5 13/04859/6 13/04859/7 13/04859/8

Client Sample No 5


Depth to Top 0.10 0.10 0.40 0.60 0.10 1.70 0.80 0.60





Un

its

Meth

od

ref

Pest-c

Mevinphos <100 - <50 - <50 - - - µg/kg Subcon

Dichlorvos <100 - <50 - <50 - - - µg/kg Subcon

alpha-Hexachlorocyclohexane (HCH)

<100 - <50 - <50 - - - µg/kg Subcon

Diazinon <100 - <50 - <50 - - - µg/kg Subcon

gamma-Hexachlorocyclohexane (HCH / Lindane)

<100 - <50 - <50 - - - µg/kg Subcon

Heptachlor <100 - <50 - <50 - - - µg/kg Subcon

Aldrin <100 - <50 - <50 - - - µg/kg Subcon

beta-Hexachlorocyclohexane (HCH)

<100 - <50 - <50 - - - µg/kg Subcon

Methyl Parathion <100 - <50 - <50 - - - µg/kg Subcon

Malathion <100 - <50 - <50 - - - µg/kg Subcon

Fenitrothion <100 - <50 - <50 - - - µg/kg Subcon

Heptachlor Epoxide <100 - <50 - <50 - - - µg/kg Subcon

Parathion (Ethyl Parathion) <100 - <50 - <50 - - - µg/kg Subcon

p,p-DDE <100 - <50 - <50 - - - µg/kg Subcon

p,p-DDT <200 - <100 - <50 - - - µg/kg Subcon

p,p-Methoxychlor <200 - <100 - <50 - - - µg/kg Subcon

p,p-TDE (DDD) <100 - <50 - <50 - - - µg/kg Subcon

o,p-DDE <100 - <50 - <50 - - - µg/kg Subcon

o,p-DDT <100 - <50 - <50 - - - µg/kg Subcon

o,p-Methoxychlor <100 - <50 - <50 - - - µg/kg Subcon

o,p-TDE (DDD) <100 - <50 - <50 - - - µg/kg Subcon

Endosulphan I <100 - <50 - <50 - - - µg/kg Subcon

Endosulphan II <100 - <50 - <50 - - - µg/kg Subcon

Endosulphan Sulphate <100 - <50 - <50 - - - µg/kg Subcon

Endrin <100 - <50 - <50 - - - µg/kg Subcon

Ethion <100 - <50 - <50 - - - µg/kg Subcon

Dieldrin <100 - <50 - <50 - - - µg/kg Subcon

Azinphos-methyl <100 - <50 - <50 - - - µg/kg Subcon

Page 4 of 8



Lab Sample ID 13/04859/1 13/04859/2 13/04859/3 13/04859/4 13/04859/5 13/04859/6 13/04859/7 13/04859/8

Client Sample No 5


Depth to Top 0.10 0.10 0.40 0.60 0.10 1.70 0.80 0.60





Un

its

Meth

od

ref

PAH 16

AcenaphtheneAM#

0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-019s

AcenaphthyleneAM#

<0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-019s

AnthraceneAM#

<0.02 <0.02 <0.02 <0.02 <0.02 - - - mg/kg A-T-019s

Benzo(a)anthraceneAM#

<0.04 <0.04 <0.04 <0.04 <0.04 - - - mg/kg A-T-019s

Benzo(a)pyreneAM#

<0.04 0.06 <0.04 <0.04 <0.04 - - - mg/kg A-T-019s

Benzo(b)fluorantheneAM#

<0.05 0.07 <0.05 <0.05 <0.05 - - - mg/kg A-T-019s

Benzo(ghi)peryleneAM#

<0.05 0.07 <0.05 <0.05 <0.05 - - - mg/kg A-T-019s

Benzo(k)fluorantheneAM#

<0.07 <0.07 <0.07 <0.07 <0.07 - - - mg/kg A-T-019s

ChryseneAM#

<0.06 <0.06 <0.06 <0.06 <0.06 - - - mg/kg A-T-019s

Dibenzo(ah)anthraceneAM#

<0.04 <0.04 <0.04 <0.04 <0.04 - - - mg/kg A-T-019s

FluorantheneAM#

<0.08 0.12 <0.08 <0.08 <0.08 - - - mg/kg A-T-019s

FluoreneAM#

<0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-019s

Indeno(123-cd)pyreneAM#

<0.03 0.04 <0.03 <0.03 <0.03 - - - mg/kg A-T-019s

NaphthaleneAM#

<0.03 <0.03 <0.03 <0.03 <0.03 - - - mg/kg A-T-019s

PhenanthreneAM#

<0.03 0.04 <0.03 <0.03 0.04 - - - mg/kg A-T-019s

PyreneAM#

<0.07 0.11 <0.07 <0.07 <0.07 - - - mg/kg A-T-019s

PAH (total 16)AM#

<0.08 0.53 <0.08 <0.08 <0.08 - - - mg/kg A-T-019s

Page 5 of 8



Lab Sample ID 13/04859/1 13/04859/2 13/04859/3 13/04859/4 13/04859/5 13/04859/6 13/04859/7 13/04859/8

Client Sample No 5


Depth to Top 0.10 0.10 0.40 0.60 0.10 1.70 0.80 0.60





Un

its

Meth

od

ref

Triazines (x11)

Ametryne <0.2 - <0.2 - <0.2 - - - mg/kg Subcon

Atraton <0.1 - <0.1 - <0.1 - - - mg/kg Subcon

Atrazine <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Cyanazine <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Prometon <0.1 - <0.1 - <0.1 - - - mg/kg Subcon

Prometryn <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Propazine <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Simazine <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Simetryn <0.1 - <0.1 - <0.1 - - - mg/kg Subcon

Terbuthylazine <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Terbutryn <0.02 - <0.02 - <0.02 - - - mg/kg Subcon

Page 6 of 8



Lab Sample ID 13/04859/1 13/04859/2 13/04859/3 13/04859/4 13/04859/5 13/04859/6 13/04859/7 13/04859/8

Client Sample No 5


Depth to Top 0.10 0.10 0.40 0.60 0.10 1.70 0.80 0.60





Un

its

Meth

od

ref

TPH CWG

Ali >C5-C6A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Ali >C6-C8A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Ali >C8-C10A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Ali >C10-C12A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Ali >C12-C16A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Ali >C16-C21A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Ali >C21-C35A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Total AliphaticsA <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-022+23s

Aro >C5-C7A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Aro >C7-C8A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Aro >C8-C9A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Aro >C9-C10A# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Aro >C10-C12A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Aro >C12-C16A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Aro >C16-C21A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Aro >C21-C35A# <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Total AromaticsA <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-022+23s

TPH (Ali & Aro)A <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-022+23s

BTEX - BenzeneA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

BTEX - TolueneA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

BTEX - Ethyl BenzeneA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

BTEX - m & p XyleneA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

BTEX - o XyleneA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

MTBEA# <0.01 <0.01 <0.01 <0.01 <0.01 - - - mg/kg A-T-022s

Mineral Oil (>C10-C35)A <0.1 <0.1 <0.1 <0.1 <0.1 - - - mg/kg A-T-023s

Page 7 of 8



Lab Sample ID 13/04859/9 13/04859/10 13/04859/11

Client Sample No

Client Sample ID TP349 TP350 TP348

Depth to Top 1.10 2.50 2.00

Depth To Bottom 1.30

Date Sampled 09-Oct-13 09-Oct-13 09-Oct-13

Sample Type Soil - D Soil - D Soil - D

Sample Matrix Code 5 5 5BE

Un

its

Meth

od

ref

% Stones >10mmA# <0.1 <0.1 <0.1 % w/w A-T-044

pH BREDM#

7.69 8.52 7.87 pH A-T-031s

Sulphate BRE (water sol 2:1)DM#

<10 <10 10 mg/l A-T-026s

Sulphate BRE (acid sol)DM#

<0.02 <0.02 <0.02 % w/w A-T-028

Sulphur BRE (total)D <0.01 <0.01 <0.01 % w/w A-T-024

Page 8 of 8

REPORT NOTES

Notes - Soil chemical analysis All results are reported as dry weight (<40°C). For samples with Matrix Codes 1 - 6 natural stones >10mm are removed or excluded from the sample prior to analysis and reported results corrected to a whole sample basis. For samples with Matrix Code 7 the whole sample is dried and crushed prior to analysis. Notes - General Subscript "A" indicates analysis performed on the sample as received. "D" indicates analysis performed on the dried sample, crushed to pass a 2mm sieve, unless asbestos is found to be present in which case all analysis is performed on the sample as received. All analysis is performed on the dried and crushed sample for samples with Matrix Code 7 and this supercedes any "A" subscripts. All analysis is performed on the sample as received for soil samples from outside the European Union and this supercedes any "D" subscripts. Superscript "M" indicates method accredited to MCERTS. For complex, multi-compound analysis, quality control results do not always fall within chart limits for every compound and we have criteria for reporting in these situations. If results are in italic font they are associated with such quality control failures and may be unreliable. A deviating samples report is appended and will indicate if samples or tests have been found to be deviating. Any test results affected may not be an accurate record of the concentration at the time of sampling. TPH analysis of water by method A-T-007 Free and visible oils are excluded from the sample used for analysis so that the reported result represents the dissolved phase only. Asbestos in soil Asbestos in soil analysis is performed on a dried aliquot of the submitted sample and cannot guarantee to identify asbestos if present as discrete fibres/fragments. Stones etc. are not removed from the sample prior to analysis. Quantification of asbestos is a 3 stage process including visual identification, hand picking and weighing and fibre counting by sedimentation/phase contrast optical microscopy if required. If asbestos is identified a being present but is not in a form that is suitable for analysis by hand picking and weighing (normally if the asbestos is present as free fibres) quantification by sedimentation is performed. Where ACMs are found a percentage asbestos is assigned to each with reference to 'HSG264, Asbestos: The survey guide' and the calculated asbestos content is expressed as a percentage of the dried soil sample aliquot used. Predominant Matrix Codes: 1 = SAND, 2 = LOAM, 3 = CLAY, 4 = LOAM/SAND, 5 = SAND/CLAY, 6 = CLAY/LOAM, 7 = OTHER. Samples with Matrix Code 7 are not predominantly a SAND/LOAM/CLAY mix and are not covered by our MCERTS accreditation. Secondary Matrix Codes: A = contains stones, B = contains construction rubble, C = contains visible hydrocarbons, D = contains glass/metal, E = contains roots/twigs. IS indicates Insufficient sample for analysis. NDP indicates No Determination Possible. NAD indicates No Asbestos Detected. N/A indicates Not Applicable. Superscript # indicates method accredited to ISO 17025. Analytical results reflect the quality of the sample at the time of analysis only. Opinions and interpretations expressed are outside the scope of our accreditation. Please contact us if you need any further information.




312494/4 -03 (00)

APPENDIX H GAS AND GROUNDWATER MONITORING RESULTS

CP228 1 3.70 17/10/2013 12:22:06 1004 1004 - DRY 0.1 0.0 20.8 0.0 0.0 0.0

CP228 1 --- 15 secs - - - - 1.8 0.0 19.4 0.0 0.0 0.0

CP228 1 --- 30 secs - - - - 1.8 0.0 18.6 0.0 0.0 0.0

CP228 1 --- 60 secs - - - - 1.8 0.0 18.3 0.0 0.0 0.0

CP228 1 --- 90 secs - - - - 1.8 0.0 18.4 0.0 0.0 0.0

CP228 1 --- 120 secs - - - - 1.8 0.0 18.5 0.0 0.0 0.0

CP228 1 --- 180 secs - - - - 1.8 0.0 18.7 0.0 0.0 0.0

CP228 1 --- 240 secs - - - - 1.8 0.0 18.7 0.0 0.0 0.0

CP228 1 --- 300 secs - - - - 1.7 0.0 18.7 0.0 0.0 0.0

CP228 2 3.70 24/10/2013 15:13:00 1008 1008 0.0(I) DRY 0.0 0.0 20.8 0.0 0.0 0.0

CP228 2 --- 15 secs - - 0.0(SS) - 1.6 0.0 20.4 0.0 0.0 0.0

CP228 2 --- 30 secs - - - - 1.7 0.0 19.5 0.0 0.0 0.0

CP228 2 --- 60 secs - - - - 1.7 0.0 19.5 0.0 0.0 0.0

CP228 2 --- 90 secs - - - - 1.7 0.0 19.4 0.0 0.0 0.0

CP228 2 --- 120 secs - - - - 1.7 0.0 19.4 0.0 0.0 0.0

CP228 2 --- 180 secs - - - - 1.7 0.0 19.4 0.0 0.0 0.0

CP228 2 --- 240 secs - - - - 1.7 0.0 19.4 0.0 0.0 0.0

CP228 2 --- 300 secs - - - - 1.7 0.0 19.4 0.0 0.0 0.0

GasFlow(l/hr)

MonitoringRound

ExploratoryPosition

ID

[Pressures] Previous During Start End Equipment Used & Remarks

Round 1 - Constant 1003 1003 Dipmeter + GA2000 SN-GA07744 + Weather: Overcast + Ground: Wet + Wind: None + Air Temp: 12DegCRound 2 - Constant 984 984 Dipmeter + GA2000 SN-GA07744 + Weather: Overcast + Ground: Wet + Wind: None + Air Temp: 15DegCRound 3 - Constant 1012 1012 Dipmeter + GA2000 SN-GA07744 + Weather: Sunny + Ground: Wet + Wind: None + Air Temp: 12DegCRound 4 - Constant 1020 1020 Dipmeter + GA2000 SN-GA07744 + Weather: Overcast + Ground: Wet + Wind: None + Air Temp: 10DegC

AtmosPressure

(mb)Date & Timeof Monitoring(elapsed time)

BoreholePressure

(mb)

WaterDepth(mbgl)

MeasuredInstallation

Depth(mbgl)

HydrogenSulphide

(ppm)

CarbonMonoxide

(ppm)

Methane

(% / vol)

Oxygen

(% / vol)

LEL

(%)

CarbonDioxide(% / vol)

IN-SITU GAS MONITORING RESULTS

1 of 2

312494

Key: I = Initial, P = Peak, SS = Steady State. Note: LEL = Lower Explosive Limit = 5% v/v.

DateCompiled By

East Midlands Gateway

Checked By Date

GINT_LIBRARY_V8_05.GLB : E - GAS MON - REDUCED - A4 - 9A : 312494 - EAST MIDLANDS GATEWAY.GPJ : 29/11/13 09:51 : KF

Contract:

Contract Ref:

Page:

29/11/13 28/11/13RSK Environment Ltd

Abbey ParkHumber Road

CoventryCV3 4AQ

CP228 3 3.70 30/10/2013 09:20:00 1007 1007 0.4(I) 3.48 0.1 0.0 20.8 0.0 0.0 0.0

CP228 3 --- 15 secs - - 0.4(SS) - 1.8 0.1 20.0 1.0 0.0 0.0

CP228 3 --- 30 secs - - - - 2.1 0.1 17.7 1.0 0.0 0.0

CP228 3 --- 60 secs - - - - 2.1 0.0 17.6 0.0 0.0 0.0

CP228 3 --- 90 secs - - - - 2.2 0.0 17.6 0.0 0.0 0.0

CP228 3 --- 120 secs - - - - 2.2 0.0 17.5 0.0 0.0 0.0

CP228 3 --- 180 secs - - - - 2.2 0.0 17.5 0.0 0.0 0.0

CP228 3 --- 240 secs - - - - 2.2 0.0 17.4 0.0 0.0 0.0

CP228 3 --- 300 secs - - - - 2.2 0.0 17.4 0.0 0.0 0.0

CP228 4 3.68 11/11/2013 13:04:00 1017 1017 2.3(I) 3.38 0.1 0.0 20.8 0.0 0.0 0.0

CP228 4 --- 15 secs - - 2.1(SS) - 1.8 0.0 18.0 0.0 0.0 0.0

CP228 4 --- 30 secs - - - - 3.0 0.0 14.5 0.0 0.0 0.0

CP228 4 --- 60 secs - - - - 3.0 0.0 14.4 0.0 0.0 0.0

CP228 4 --- 90 secs - - - - 3.0 0.0 14.3 0.0 0.0 0.0

CP228 4 --- 120 secs - - - - 3.0 0.0 14.3 0.0 0.0 0.0

CP228 4 --- 180 secs - - - - 3.1 0.0 14.4 0.0 0.0 0.0

CP228 4 --- 240 secs - - - - 3.1 0.0 14.3 0.0 0.0 0.0

CP228 4 --- 300 secs - - - - 3.1 0.0 14.3 0.0 0.0 0.0

GasFlow(l/hr)

ExploratoryPosition

IDDate & Timeof Monitoring(elapsed time)

WaterDepth(mbgl)

AtmosPressure

(mb)

MonitoringRound

InstallationDepth(mbgl)

BoreholePressure

(mb)

HydrogenSulphide

(ppm)

CarbonMonoxide

(ppm)

LEL

(%)

CarbonDioxide(% / vol)

Methane

(% / vol)

Oxygen

(% / vol)

IN-SITU GAS MONITORING RESULTS

2 of 2

312494

Key: I = Initial, P = Peak, SS = Steady State. Note: LEL = Lower Explosive Limit = 5% v/v.

DateCompiled By


Checked By Date

GINT_LIBRARY_V8_05.GLB : E - GAS MON - REDUCED - A4 - 9A : 312494 - EAST MIDLANDS GATEWAY.GPJ : 29/11/13 09:51 : KF

Contract:

Contract Ref:

Page:

29/11/13 28/11/13RSK Environment Ltd


CoventryCV3 4AQ

CP228 10/10/2013 3.70 1.00 to 3.70 50 3 30/10/2013 09:20 3.48 72.80

CP228 10/10/2013 3.68 1.00 to 3.70 50 4 11/11/2013 13:04 3.38 72.90

Key: NDA denotes 'no data available'. Instrument Type Key:Remarks: None

InstallationType

GroundwaterElevation(m AOD)

GROUNDWATER MONITORING REPORT

WaterDepth(m bgl)

InstallationDate

ExploratoryPosition

IDRound

312494

1 of 1

Response Zone Date & Timeof Monitoring

InstrumentDiameter

(mm)

InstallationDepth(mbgl)

28/11/13

DateCompiled By


Checked By Date

GINT_LIBRARY_V8_05.GLB : E - WATER MONITORING - ELEV REPORT X : 312494 - EAST MIDLANDS GATEWAY.GPJ : 29/11/13 09:50 : KF

Contract:

Contract Ref:

Page:

29/11/13RSK Environment Ltd


CoventryCV3 4AQ

Remarks

Documents

Roxhill Developments Limited East Midlands Gateway ... · PDF fileRoxhill Developments Limited East Midlands Gateway ... site of the proposed East Midlands Gateway: Strategic Rail